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WS-18-2447Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-9- -2447 Permit IVR Number: 644234 Permit Type: Windows/Shutters W r kClassification: Window/Door Replacement Permit Status: Approved Issue Date:10/04/2018 Expiration: 04/02/2019 Parcel Number Project 9701 BISCAYNE BLVD, Miami Shores, FL 33138 1132060143320 <NONE> Contacts JOSE GUILLERMO CASTRO 9701 BISCAYNE BLVD, MIAMI SHORES, FL 331382540 Owner JOSE GUILLERMO CASTRO 9701 BISCAYNE BLVD, MIAMI SHORES, FL 331382540 Applicant Description: REMOVE EXISTING WINDOWS AND ONE EXT DOOR AND REPLACE THEM WITH IMPACT RESISTING Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee $19.80 $7.95 $5.30 $6.60 $530.00 $12.00 $26.40 Total: $608.05 MARIA GABRIELA ALE CASTRO 9701 BISCAYNE BLVD, MIAMI SHORES, FL 331382540 Owner PENINSULA PLUMBING INC FRANCISCO MIGUEL ALVAREZ 206 SW 22 RD, MIAMI, FL 33129 Business: 3055254833 Contractor nodarsecarlos@yahoo.com Valuation: $ 32,941.88 Total Sq Feet: 0.00 Payments Total Fees Credit Card Credit Card Amount Due: Amt Paid $608.05 $408.05 $200.00 $0.00 Inspection Requests: 305-762-4949 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin. const n an ,zoning. Futhermore, I authorize the above named contractor to do the work stated. e )/ Aut'.ri ed Sig re: Owner / Applicant / Contractor / Agent Date Octo . er 04, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-758-8972 Inspection Number. INSP-001596-2018 Permit Number WS-9-18-2447 Scheduled Inspection Date: November 14, 2018 Inspector Naranjo, Ismael Owner. MARIA GABRIELA ALE CASTRO Address: Project: Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement 8701 BISCAYNE BLVD Mlaml Shores, FL 33138 Contractor. PENINSULA PLUMBING INC FRANCISCO MIGUEL ALVAREZ Phone Number. Parcel Number 1132060143320 Phone Number. 3055254833 Building Department Comments REMOVE EXISTING WINDOWS AND ONE EXT DOOR AND REPLACE THEM WITH IMPACT RESISTING Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee Is paid. LS t)P November 13.2018 For Inspections please calk 305-762.4949 Page 3 of 46 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2019. ll Master Permit No. � � � 2/ I R Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Gj /� %�, Ate, / l CONTRACTOR/DRAWINGS JOB ADDRESS: /Tv1 /31S�J%��E B006E✓A/21 City: Miami Shores County.: Miami Dale Zip: 3313 Ldr3 1, 213, 4A-- 04cCK 7? //Ma/ 6.4-1o25 Seer/64)3 8, 'y ,D.&.R • Folio/Parcel#. X /D # //- ? 4 -/) - PO Is the Building1Iistorically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 6,E 6011.66(10 fYsi/za rJ OWNER: Name (Fee Simple Titleholder): A2/g 6/1�/ELR Phone#:(!) 20p / g— �P 9g Address: 97o/ 8/5e,5-'A0E ea/1., City: ,L /fi/W 10//-E Tenant/Lessee Name: State: CE e,9 -1 4 Email: .16 caiAlD 5 e eon. CONTRACTOR: Company Namerc...✓�/ ,411/1 Gi � � Address: City: Phone#: Zip: 53/3 P Phone#: State: Qualifier;Natne: /1/!i!LGGi'-,ri. Y . /V(/ 4, ti Phone#: State Certification or Registration #� DESIGNER: Architect/Engineer: Phone#: Zip: 37 / L% • N. Certificate of Competency #: Address: City: State: Zip: Value of Work for this Permit: $ .32 7 4 / /. . Square/Linear Footage of Work: Type of Work: ❑' 4ddition., ❑ Alterati_on n New Q Repair/Replace ❑ Demolition Description o,,tWork: 4 HOt6._ ..EK! 6`71,0 e &//JZ Ok)S 4,tob okE" ---xT DoOz , 9/ ,/Zed i f' J/T/1 "IPACT `.1 %6/J‹5 'Z Specify color of colorthru tile:, .r ,'F n 4 Submittal Fee $ , LJ .;(73Z) Permit Fee $ S 5o CCF $ J q .80 CO/CC $ Scanning Fee $ la Radon Fee $ . 9 S DBPR $ S . 30 Notary $ Technology Fee $ • 40 Training/Education Fee $ , 6© Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 4os4s (Revised02/24/2014) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in cornpliance with all applicable laws regulating construction and zoning. • + �' " f "WARNING TOOWNER:. YOUR FAILURE TORECORDA NOTICE ,OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS.TOWOUR''PROPERTY.•..IF.YOU' INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ' Notice to Applicant: As a condition to, the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good•faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject"to attachment. Also, a certified copy of'the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. k. " a ' ii�; ,. t}s .a-. 1.. Signature geltit—SIC al) NTRACTOR The foregng instrument ackno ledged before meet this The forregoing instr.!�'�t was acknowledged before me thisth 131 ' day of , 20 /2f , by / orday • eieri� 'B 20 �ra by avho is personally known to , 4 1Sia) .4Q.l E%ho is ersonally know' 6 me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �-- as r who has produced as identification and who did take an oath. NOTARY PUBLIC: CASSANDRA HARRISON Notary Public, State of Florida Commission# FF 987414 My am, rxprei May 20, 2020 Seal: ************************************************************** APPROVED BY Cdiet if Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 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: a9/M/// Jam • cis Qualifier/Ov ?ner Signature Date 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. w 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") ITwo (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 Building 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 1 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;11 / 17/2014 . From: Peninsula peninsulaplumbin@gmail.com Subject: Fwd: GC Date: Sep 13, 2018 at 7:24:54 AM To: nodarsecarlos@yahoo.com Begin forwarded message: From: Frankie <falva016@fiu.edu> Date: September 10, 2018 at 11:32:25 AM EDT To: peninsulaplumbin_Pgmail.com Subject: GC RICK SCOTT. GOVERNOR JONATHAN ZACHEM. SECRETARY clop STATE OF FLORIDA DEPARTMENT OF BUSINETo-s OFESSIONAL REGULATION CONSTRUCION►IN D URYING BOARD THE GENERAIYGa pl2f i IN;IS'CERTIF-lEoUNDER THE T PROVISi S O c t4s9 _ DAi A UTES A G CM B AR O .UGPEL ttP k' . NI . SU, BIN IN - U :`'' 1 06iS V 1ND R66AD \'- MIA11I 31 9 :►; ` i r. ••_ SSE: : &' 1309 1 EXPIRATIf31� NT Gt9ST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 1) i !+ STATE OF FLORIDA - `I•4 •14-% DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399.0783 (850)487.1395 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.myfloridalicense.com. There you can find more information about our divisions and the regulations that Impact you. subscribe to department newsletters and team 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! STATE OF FLORIDA DEPARTMENT UL r/oF BUSINESS ANDDPROFESSIONAL REGULATION?.?\ c Ct5O9V1 r asuEd:oemrloia GENCRAeCONTRACTOR ALVAREZT,RANCISCO MIGUEL PENINSUTA PLUMEING INC UCENSED UNDER �rMER4 C A3FLORIDA STATUTES E�AI+ EXPIRATION DAT�GGST 5t' 2020- tr I h 1 it I _� _ } f N •H 5 .,..t 4"'764 r r � � -1. t. 3t➢e IJ IS 002278, _ °cal Business Tax Receipt Miami: -Dade County, State of Florida -THIS IS NOT A BILL DO NOT PAY 55-87747 BUSINESS NAME/LOCATION PENINSULA PLUMBING INC 206 SW 22ND RD MIAMI FL 33129 OWNER), PENINSULA PLUMBING INC wiafker(s) RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2019 5827507 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 / „SEC. TYPE OF EiUSINESS /if rsiTtt)RLELcEcETtERD c "196 GENERAL BUILDiNG CO;NTRACTOR„.713%AYTMAxE CGC150921,. / - This Local Business Tax Receipt only confirms payment of the Local Business Tax, TheReceipt is not a license, permit, or a certification of the holder s qualifications, to do business. Holdermust comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. , 1 I ; - 'Tke RECEIPTVY.above must be displayed ori all commercial vehicles - Miami -Dade Code Sec 8a-L276. ,. /1 I „For,moreinformation, visitwww.miamidade— .govitaxcollector,, -, .,, .... I f15.0a-08/1:9/291-8 CRE DITCAD-1 8-1-062 1 1 — 0 DATE (MM/DO/YYYY) 09/11/18 ^THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE: CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.: THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. CERTIFICATE OF LIABILITY INSURANCE IMPORTANT:. If the certificate holder is an ADDITIONAL INSURED, the poticy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Wam Insurance Corp 10637 SW 88th St. Ste 7-1 Miami, FL 33176 Phone (305)274-4353 Fax (305)274-9994 INSURED Peninsula Plumbing, Inc 1740 NW N . River DR . # 324 Miami. FL 33125 (305) 525-4833 CONTACT _. NAME: WILVER ALMARALES PHONE (A/C. No Ext): E-MAIL ADORES$: INSURER A : INSURER B (305)274-4353 wam17Qatt.net INSURERS AFFORDING COVERAGE WESTERN WORLD INSURANCE CO FAX No): (305)274-9994 NAIC # ASCENDANT COMMERCIAL INSURANCE CO. INSURER C : TECHNOLOGY INSURANCE COMPANY IINSURER D INS..........._......... ( URER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN' REDUCED BY PAID CLAIMS. INSRI LTR) TYPE OF INSURANCE INS WVBD POLICY NUMBER a (A M/DD/YYYY) IMM/DD/YYYY) GENERAL LIABILITY IrJ COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE lyi OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: E] POLICY ❑ JEQT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ALL OWNED AUTOS ❑ HIRED AUTOS rr-1� SCHEDULED l.3!1 AUTOS ❑NON -OWNED AUTOS UMBRELLA LIAB ❑ OCCUR EXCESS LIAB ❑ CLAIMS -MADE DED LJ RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNERJEXECUTIVE C i OFFICER/MEMBER EXCLUDED? (Mandatory in NH) I If yes, describe under DESCRIPTION OF OPERATIONS below N/A y NPP8526459 CA-31438-5 TWC3553510 07/28/2018 LIMITS EACH OCCURRENCE $ 1,000,000_00 DAMAGE TO RENTED 100,000.(X) PREMISE SSEa occurrence)_..... $_ MED EXP (Any one person $ 5,000.00 07/28/2019 _-_........__ PERSONAL & ADV INJURY $ 1,000,000.00 10/20/2017 10/20/2018 106/30/2018 06/30/2019 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CONTRACTOR LIC. #CBC1259801 CERTIFICATE HOLDER, MIAMI SHORES VILLAGE BUILDING DEPT. 10050 NE 2 AVE. MIAMI SHORE, FL 33138 1305-756-8972 ACORD 25 (2010/05) QF CANCELLATION GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS - COMP/OP AGG $ 2,000,000.00 COMBINED SINGLE LIMIT ._(Eaaccident) $1,000,000.00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE WCRY_LSTANM.ID-SOTH ©_E R._. E.L. EACH ACCIDENT E.L DISEASE - EA EMPLOYE E.L DISEASE - POLICY LIMIT $ 5 1,000,000.00 $ 1,000,000.00 $ 1,000,000.00 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE WILVER ALMARALES O 1988-2010 CORD CORPORATION. Ail rights reserved. The ACORD name and logo are registered marks of ACORD Property Search Application - Miami -Dade County Vag Page 1 of 1 Summary Report Property Information Folio: 11-3206-014-3320 Property Address: 9701 BISCAYNE BLVD Miami Shores, FL 33138-2540 Owner JOSE GUILLERMO CASTRO MARIA GABRIELA ALE CASTRO Mailing Address 9701 BISCAYNE BLVD MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/1 Floors 2 Living Units 1 Actual Area 5,793 Sq.Ft Living Area 5,373 Sq.Ft Adjusted Area 5,120 Sq.Ft Lot Size 37,503 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $860,694 $860,694 $892,571 Building Value $466,355 $324,084 $324,084 XF Value $31,151 $31,473 $31,795 Market Value $1,358,200 $1,216,251 $1,248,450 Assessed Value $953,566 $771,218 $755,356 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $404,634 $445,033 $493,094 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 1 TO 4 INC BLK 79 LOT SIZE SITE VALUE OR 18201-1642 0698 1 COC 24428-4562 04 2006 1 Generated On : 9/17/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 's $903,566 $721,218 $705,356 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value - $928,566 $746,218 $730,356 City Exemption Value $50,000 $50,000 $50,000 Taxable Value Regional $903,566 $721,218 $705,356 Exemption Value 1 I $50,000 $903,566 $50,000 $721,218 $50,000 Taxable Value $705,356 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/22/2010 $933,000 27262-0028 Qual by exam of deed 04/01/2006 $1,475,000 24428-4562 Sales which are qualified 03/01/2005 $1,200,000 23150-4562 Sales which are qualified 06/01/1998 $342,500 18201-1642 Sales which are qualified . _ ....................... _ ............... . The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 9/17/2018 C.O lE/ZEb JJTaZY MULL • • • .•. • .•. �� a - • •• • • ••••• •r.-• --�• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • •• •• • • ••.• • • •. ••• • •• • • • •• ••• •• • . •••••s./tsr ,IrGco' l�:acc Ja rr' Half_ aAR • • • __. .. 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X 52" 32 SAME 33 5AM G 3+ SAfM 6 35 SA M 36 SAME •t=:re'ciP2eV5-4177.-;,;,-.7#474P 38 >.7Alts52"(2$411iJDOWS killWIZ BA ) 40> 7 l2X 521: 2 tomulos 9/ IYULc. 8,4) .ter---- --.-3 42 36Y4 x 52.E 43 ' SAME ref 2ENCH D&O1 Sf0EG/TE " /VOA /7- 65.641. O 4. sH7OO ALUM. -5/Alc.7 HUNG 700 A/OA 4 /7-oG.30.' 8 crfjs74: CAFE tleNT SE71/E 5 740 A1MMIt" 17- 0614:•/4 S A m• .. 24 131 z. , 6.7l " 3 WII#i Do►f15 V2 MU[.c, Bv4/LS .. .:.' :: 141 • • . Z4; SAME M v&L AA/2,5 N ../7: 0630 O/ • • • •• .. • • • •• :. .... •..•• sAME 3eY41-1 x 6.2" SAM E SAME. • • ... • • .•. • • • •• • • • • •• •• • ••••'• •• ••• • • •..• •••• ••.• • •• •• i tt In ti ?701 '3 rsR Yic% &4 v MIAMI, SHORES, FL. 3?: ? DESIGN WIND PRESSURE CALCULATIONS - ASCE 7-10 PROJECT: Windows and Doors Installation at: 9701 BISCAYNE BLVD. MIAMI SHORES, FL. 33138 JOAQUIN MONTESINO, P.E. FLORIDA LICENSE #69969 PROFESSIONAL ENGINEER PHONE: (786) 252-2768 8707 S.W. 152ND AVE. UNIT 328 MIAMI, FL. 33193 • • • •• •• • • •••• •••• • • •• •• • •••• •••• • •••• •..• •..• •00 • • • • • • • • • •. 1• • •I . • • • 0 0 i 1 I I Iii0, Ov1N M'ONr',. OP'0CEtvSF. C34• No. 699 °NAL E\ -00 • • • • • • • • • 10/2/2018 Job: 9701 DESING WIND PRESSURE CALCULATIONS - ASCE 7-10 BISCAYNE BLVD.. MIAMI SHORES, FL. 33138 Design Pressures have been determined in accordance with ASCE 7-10 based on the following criteria: Building Category: II Exposure Category: D Enclosure Type: Enclosed ,• �" " "'' t; Building Mean Roof Heightg(Ht): 22.0 ft. ��:a��G �'2�: s. Minimum Buildin Width: 45.5 ft. •, O ��Roof Slope: 3 :12 14.0 Deg.Basic Wind Speed (V): 175 mph _ :"""'No. :.'fV19D: ';"'..; _ *. ••.• • a•• - s ASD: P=0.6w Kd: 0.85 • • • Kz: 1.10 Design Velocity Pressure; q: 0.00256 • Kz • Kzt • Kd • V2 q: 44.03 psf Internal Pressure Coefficient; Gcpi: ± 0.18 Design Pressure; P: q [(Gcp) ± (Gcpi)] •• • `4,!. , . • c7 • . 9 Ca 111111111010.6 fie Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. "END Zones" pressure are applicable to openings that are within: 4.5 ft. of building corners. Mk Description 1 SINGLE HUNG 1 SINGLE HUNG 2 SINGLE HUNG 2 SINGLE HUNG 3 SINGLE HUNG 3 SINGLE HUNG 4 SINGLE HUNG 4 SINGLE HUNG 5 SINGLE HUNG 5 SINGLIE HUNG 6 SINGLE HUNG 6 SINGLE HUNG 7 FRENCH DOOR W/ SIDELITE 7 FRENCH DOOR W/ SIDELITE 8 SINGLE HUNG 8 SINGLE HUNG 9 SINGLE HUNG 9 SINGLE HUNG Width Height Trib.Area Zone Conf. GCp Design Press.(psf) (inches) (inches) (Sq.Ft.) Max Min Positive Negative 17 351/2 2.09 4 OX 1.00 -1.10 51.96 -56.36 17 351/2 2.09 5 OX 1.00 -1.40 51.96 -69.57 341/4 513/4 6.15 4 OX 1.00 -1.10 51.96 -56.36 341/4 513/4 6.15 5 OX 1.00 -1.40 51.96 -69.57 341/4 513/4 6.15 4 OX 1.00 -1.10 51.96 -56.36 341/4 513/4 6.15 5 OX 1.00 -1.40 51.96 -69.57 37 36 4.62 4 OX 1.00 -1.10 51.96 -56.36 37 36 4.62 5 OX 1.00 -1.40 51.96 -69.57 341/4 513/4 6.15 4 OX 1.00 -1.10 51.96 -56.36 341/4 513/4 6.15 5 OX 1.00 -1.40 51.96 -69.57 341/4 513/4 6.15 4 OX 1.00 -1.10 51.96 -56.36 341/4 513/4 6.15 5 OX 1.00 -1.40 51.96 -69.57 231/4 80 12.91 4 XO 0.98 -1.08 51.09 -55.50 231/4 80 12.91 5 XO 0.98 -1.36 51.09 -67.84 411/2 38 5.47 4 OX 1.00 -1.10 51.96 -56.36 411/2 38 5.47 5 OX 1.00 -1.40 51.96 -69.57 411/2 38 5.47 4 OX 1.00 -1.10 51.96 -56.36 411/2 38 5.47 5 OX 1.00 -1.40 51.96 -69.57 • • • \0 ,%III IIIIr', 0vl',1°At..- ss ,:\ F4) '\\CNs' 6/'L0. No.6•. Mk Description Width Height Trib.Area Zone Conf. GCp p : 5 r (inches) (inches) (Sq.Ft.) Max Min x `,Rclif(+ : I v` 10 SINGLE HUNG 34 39 4.60 4 OX 1.00 -1.10 ' ' `$ OW / 10 SINGLE HUNG 34 39 4.60 5 OX 1.00 -1.40 51`%)811:: �69.57 •• • 11 SINGLE HUNG 37 67 1/2 8.67 4 OX 1.00 -t.•I0 • 51.26•••r -56.36 •• • 11 SINGLE HUNG 37 67 1/2 8.67 5 OX 1.00 .1.4).• 51.96 • -69.V • 13 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 •� 1.•••b• 51.6..•.�•••. -56.16 • •. 13 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 EfrD•: 51.96r•••-69.ig••• •• •• •••• 14 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 4-9,1 ,. 51.96 . -56.36 •• • • • _ • 14 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 61.40 • 5166.•:.-69V"" • • • • • 15 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 API() • 51,99,••-56.��•••• 15 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 16 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 1s SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 17 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 17 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 18 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 18 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 1s SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 19 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 20 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 20 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 21 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 21 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 22 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 22 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 23 SINGLE HUNG 34 1/4 67 1/2 8.02 4 OX 1.00 -1.10 51.96 -56.36 23 SINGLE HUNG 34 1/4 67 1/2 8.02 5 OX 1.00 -1.40 51.96 -69.57 24 SINGLE HUNG 43 3/4 67 1/2 10.25 4 OX 1.00 -1.10 51.87 -56.28 24 SINGLE HUNG 43 3/4 67 1/2 10.25 5 OX 1.00 -1.40 51.87 -69.40 25 CASEMENT 36 1/4 52 13.09 4 X 0.98 -1.08 51.05 -55.45 25 CASEMENT 36 1/4 52 13.09 5 X 0.98 -1.36 51.05 -67.75 26 SINGLE HUNG 36 1/4 52 6.54 4 OX 1.00 -1.10 51.96 -56.36 26 SINGLE HUNG 36 1/4 52 6.54 5 OX 1.00 -1.40 51.96 -69.57 Mk Description 27 SINGLE HUNG 27 SINGLE HUNG 28 SINGLE HUNG 28 SINGLE HUNG 29 SINGLE HUNG 29 SINGLE HUNG 30 SINGLE HUNG 30 SINGLE HUNG 31 SINGLE HUNG 31 SINGLE HUNG 32 SINGLE HUNG 32 SINGLE HUNG 33 SINGLE HUNG 33 SINGLE HUNG 34 SINGLE HUNG 34 SINGLE HUNG 35 SINGLE HUNG 35 SINGLE HUNG 36 SINGLE HUNG 36 SINGLE HUNG 37 CASEMENT 37 CASEMENT 38 SINGLE HUNG 38 SINGLE HUNG 39 SINGLE HUNG 39 SINGLE HUNG 40 SINGLE HUNG 40 SINGLE HUNG 41 CASEMENT 41 CASEMENT 42 SINGLE HUNG 42 SINGLE HUNG 43 SINGLE HUNG 43 SINGLE HUNG 0 11111i, it `,` 091N MaNf ,,. PL10EN`SF�S/A0; • No. Width Height Trib.Area Zone Conf. GCp: * (inches) (inches) (Sq.Ft.) Max Mi 1r�•� r96e '6..3'Q' 36 1/4 52 6.54 4 OX 36 1/4 52 6.54 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 13.27 4 OX 36 3/4 52 13.27 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 6.63 4 OX 36 3/4 52 6.63 5 OX 36 3/4 52 13.27 4 X 36 3/4 52 13.27 5 X 37 3/4 52 6.81 4 OX 37 3/4 52 6.81 5 OX 37 3/4 52 6.81 4 OX 37 3/4 52 6.81 5 OX 37 3/4 52 6.81 4 OX 37 3/4 52 6.81 5 OX 37 3/4 52 13.63 4 X 37 3/4 52 13.63 5 X 36 1/4 52 6.54 4 OX 36 1/4 52 6.54 5 OX 36 1/4 52 6.54 4 OX 36 1/4 52 6.54 5 OX 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 1.00 1.00 1.00 1.00 T -1.46•,6:Sq6; \ :1.14•• 511'.t6""`‘56.36••;• •VII?• 51 96••••-69.5••:• - l•1A 51.9,p..•. -56. 9•••: s.(psf) tive • • • • •••• • • 51199•-56.86•••• • • :1.4b : 51.96 •• -69.••;• :1.110% 51 �96-56.36• • •: •• • •• • • • • -1.40 51.9••• 9-69.57 -1.10 51.96 -56.36 -1.40 51.96 -69.57 -1.08 51.00 -55.40 - 1.36 51.00 -67.66 -1.10 51.96 -56.36 - 1.40 51.96 -69.57 -1.10 51.96 -56.36 -1.40 51.96 -69.57 -1.10 51.96 -56.36 -1.40 51.96 -69.57 -1.08 51.00 -55.40 -1.36 51.00 -67.66 -1.10 51.96 -56.36 -1.40 51.96 -69.57 - 1.10 51.96 -56.36 - 1.40 51.96 -69.57 -1.10 51.96 -56.36 -1.40 51.96 -69.57 - 1.08 50.91 -55.31 -1.35 50.91 -67.48 - 1.10 51.96 -56.36 -1.40 51.96 -69.57 -1.10 51.96 -56.36 -1.40 51.96 -69.57 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is m i d ad e.gov/eco no m y RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade 6i my Product Control Section that this product or material fails to meet the requirements of the applicable tttflt1tr g codt • This product is approved as described herein, and has been designed to comply witfl'the Florida Building,;..' Code, including the High Velocity Hurricane Zone. • • • . ••• DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.L • . • • APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Wtndow:ImpaitA s4ieets 1. through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by nianu eturer, %ignpd and . • sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision•sitafhig with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade Cougyi reserve the right to have this product or material tested for quality assurance purposes. If, this,produdt.Qi Material: • fails to perform in the accepted manner, the manufacturer will incur the expense ofispet stingand bhe AHJ • • may immediately revoke, modify, or suspend the use of such product or material.within their 1trristiictionf • • MIAMI-DADE COUNTY APPROVED NOA No. 17-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G 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 f yE lidin gzlacs door, • a PVC fixed window and an aluminum sliding glass door, using4odispace'9G TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM sprattr system and XI; • • • • EdgeTM spacer system at insulated glass, prepared by Fenestration 'Tasting isztboratory, .... Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-j 7Q,„datec1.11/46/15, • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalxrlis.brtega, PE' ..... :' (Submitted under previous NOA No. 16-0714 06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading peY 1 BC TAS 202.94 3) Water Resistance Test, per FBC, TAS 202-94 • ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11 /21 /06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel er P.E. Product Contr Ex iner NOA No. -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • •••• .... B. TESTS (CONTINUED) " • • • • • • • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201; W; • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an ahrrinum sinare'hung window, with fin frame, prepared by Fenestration Testing Lab:MIM , Inc.''I t: Report No. FTL-4645, dated 08/11/05, signed and sealed byE� • • •do Lar ae ad p � ��'. g � a, P.E.' •• •• • • • (Submitted under NOA No. 05-1018.01 •• •• • •• 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201'94 • • • • . • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 " along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) • • • • • • • an el ere P.E. Product Contr 1 Exa iner NOA No. 7- 0.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS • . • . . .. . • .•• • . .... • .. • . • 1. Anchor verification calculations and structural analysis, complying with FBr ph Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by . •� manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • • • • • 2. Glazing complies with ASTM E1300-04 •• • • • •• •. • D. QUALITY ASSURANCE • . . • . • . 1. Miami -Dade Department of Regulatory and Economic Resources AER). . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. 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. .'• • • • • • • • .. . •. . • . • ..• . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647,1 L- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P E (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. E-3 an r , P.E. Product Co rol E miner NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 • • • • • •• • • • • • • • • • • • •• •• . • •• • • • • • • • •• • • • • • • • ••• • • • •• GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) UTES OF 1/r ANNEALED GLASS WITH A .090' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16' LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/18- ANNEALED GLASS WITH A .090' KURARAY TROSIFOL* PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX. PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL •PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX*PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/18' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN MR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX. PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16' LAMI ID: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL. PVB (BY KURARAY AMERICA. INC.) OR .090" SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16' LAMI IG: (1) LITE OF 1v TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) MITES OF 1/B' HEAT STRENGTHENED (0 ACS WITH A .090" KURARAY TROSIFOO VB BY KURARAY AMERICA, INC.) OR .090" SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16' LAMI ID: (1) UTE OF 1`8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) MITES OF 3/16' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX. PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) UTE OF 1/13' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (1) UTE OF 3/18- ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOE PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L.13/16" LAMI IG: (1) UTE OF 1/8" TEMPERED GLASS, AN MR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED /1 Ac5 WITH A .090' KURARAY TROSIFOL `PVB (BY KURARAY AMERICA. INC.) OR .090' SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13118' LAMI IG: MUTE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 7ES I STAW48D5 USED: _1 2017 FLORIDA BUILDING CAFE LFBC) Eli EDITION 14 FLOR IN BUILDG AIM ilicIT10N • SIY E1711a04 • *sansAFOP*sans FOR WOOD CONSTRUCTION AliBMNUM OiIGN MANUAL. Vie1s• •AI31910012 • • • *MSC 36610 •• • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL. 7 ANCHORAGE 8-11 Meade( Min FF MID. F• Steil Screw @ ksi 120 ks) Eleo lllraOwm 155 ks) 177 MI 410 SS Eico CeteFIex® 127.4 MI 189.7 ksl 8063-15 Akni,Rrrl 18 ksl 22 ke) A38 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4845, FTL-4645, FTL-4847, FTL-41148, FTL-4849, FTL-4650. FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FT15063. ANSUAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION 5M00, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIFtEMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. n,RA1 Air .rr. JR O6O01171 6 UPDATED ANCHORAGE 70 FBC1DI7. FJC wim Jl 2/2107 taro TEC1.OLDGYMIIE n VEMLE, FL MTR IM11.6NW CE�TOOF A; •/fie GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT YN•.M. NO40 NTS 1 r /) 404040 PRODUCT REVLSFD . e •A. er F1N a4/91 Na B4ieIL Code p, l• jx NO . )13 I/ ,, E1pira Date ,4DiI Ey MI Dade Product �OTCL LTNNy4; °,'�, ..1:' VCEN•.F ••' (p 140, 8•708 d % `• STA OF moo, ,...•-.......� ;DNAL 11•.. ``. A LYNN MILLER, P.E. G FL P.E.# 58705 • • • • • • • • • •• • • • • • • • • • • • • • •• •• • .•• • • • • • • • •• • • • • • • • • • • • • • •• 1/2' NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED (l Ass .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED Ass 5/16' NOM. 5/16" LAMINATED GLASS (30 81 or 8) O I E Q Ilia t GLASS BITE 0 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 116 ANNEALED OR HEAT STRENGTHENED GLASS 5116 LAMINATED AIR SPACE 1/6 ANNEALED OR TEMPERED GLASS 13H6 NOM. 13/16" LAMA IG GLASS W/ 5/16" LAMA (36,87.88 or 9, SILICONE � HOT. ELT BUTYL STRUCTURAL SILM.O/E FOAM WITH DESICCANT T, KODISPACE 4SG TPS 110. NOM. 116' NOM 1TC NOM. MI ASS SITE • .• • Peril •DesDdptbn � • • • %Medal A. 71 Kommedin9 4SG=PS Sp•adr System • See Mia 72 Ouenex Super Spac r1) N4l4Hot Melt BuM• Or 73 • (banes Duraseal Spacer • • 'shsel9 Matedats 74 Cadnal XL Edge Spacer • • • REFERENCE TEST REPORTS: FTL-0T1T, 3/16' ANNEALED OR HEAT STRENGTHENED GI AGS .090 PVB INTERLAYER 3116 ANNEALED OR HEAT STRENGTHENED GLASS 7/16 LAMINATED% 7/16 LAMINATED GLASS (83 84 or EXTERIOR INTERIOR (ALL SECTIONS) TVB'_ KURARAY TROSIFOL. PVB INTERLAYER • or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16 ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/16 ANNEALED OR HEAT STRENGTHENED GLASS 7/16 LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI (39.90 or 9•D BUTYL a DESICCANT FOAM EXT. GLASS EXT. GLASS INT. GLASS W7 ' KT. GLASS >: SUPER SPACEI NXTT" ALUMIMIN REINFORCE ENT DESICCANT FILL AREA Mir NOM SLICONE SEAL ROLLFORL® STANLESS STEEL INT. GLASS DURASEALO '-SPACER EXT. GLASS 1e XL EDGET" SPACER WT. GLASS NOTE: LAMI IG OUTBOARD LIES MAY BE UPGRADED TO 3/16 WITH NO CHANGE IN DESIGN PRESSURE. JR FX FX Art 108 AAA./ 7 G WO MIMES MSS ET. SSW I NRO TEL NRLODY DANE N. ME NCE. FL TeOS Bnlepl•F CERT. OF AUTN. RION GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ISO bale FLAT 2 r 11 ewe. 404620 G 'ROOUCT REVISED yyinitA the FNrHA iSuNaS Code Ac¢plmce No / yti/. .i Date • • • 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION TABLE 1. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH (I" 66" 68" 70" 7T 74" 76" 4r A,B,M +60.0 -80.0 +80.0 -80.0 +00.0 -00.0 +80.0 40.0 *80.0 -80.0 *80.0 40.0 +80.0 -80.0 60" A,B,M +80.0 40.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 *80.0 -00.0 +80.0 -80.0 +79.0 -79.0 6T A,B,M +80.0 -80.0 *80.0 -80.0 +80.0 -80.0 *80.0 -80.0 +78.8 -78.8 +77.3 -77.3 *75.9 -75.9 53 118" A.8.M +80.0 40.0 +80.0 -00.0 +79.6 -79.8 +78.2 -78.2 +76.9 -76.8 +75.4 -75.4 +74.0 -74.0 UP T063 U8" C,D,E,F,G,H,LJ,KL +80.0 -80.0 +80.0 40.0 *80.0 -00.0 +80.0 40.0 +80.0 -00.0 +80.0 -80.0 *B0.0 40.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 383nr 4C 605/r 63' Tr 74" 76" 48" A,B,M +60.0 40.0 +80.0 -80.0 +80.0 430.0 +00.0 450.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50• A,B,M +80.0 -80.0 +00.0 -80.0 +80.0 -00.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 6r A,B,M +80.0 -80.0 +80.0 -80.0 *80.0 40.0 +769 -76.9 +70.0 -70.0 +88.8 -88.8 *67.6 -87.8 --53us- A,B,M *00.0 -00.0 +60.0 -80.0 *80.0 -80.0 +75.0 -75.0 +68.0 48.0 *66.7 -08.7 *65.5 -65.5 1P TO631/6" C,D.E,F,G,H,I,J,K,L +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 +70.0 -70.0 *70.0 -70.0 +70.0 -70.0 CUSTOM V EMI & RADIUS TOP FLANGE OR INTEGRAL. FIN WINDOWS W/ HIGH SLL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAD. WINDOW HT. W/ SASH • 76 FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 171/r 2211/16" 26 3/16- 33 3/4" 39 6/16" 4413/16" 60 3/r 5615/16" 631A" D.E,F,J,K,L+® +80.0I -80.0 +60.01 40.0 +60.0I -80.0 *80.01 -00.0 +70.01 -70.0 ♦70.01 -70.0 +70.01 -70.0 +70.0I -70.0 TABLE 3. GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8-A) FT44647, 4648, 4723, 4957 B. 5/16" LAMI - (l/6•A,.090,1/01.6) FTL-4847, 4648 C. 5H6 LAMI - (I/rHS,.090, l/rHS) FTL4647. 4648 D. 7/1r LAMI- (3/16"A,.090, 3/16A) FTL-4645, 4885 E. 7/16" LAMI- (3/16•A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/161HS,.090, 3/16HS) F11-4645 G. 13/18" LAMI IG - 1/8" T, AR SPACE, 5/16" LAMI - (1/WA,.090,1/8"A) F 1-4848, 4723 H. 13/16" LAMI K9 -1/6 T, AR SPACE, 5/16 LAMI - (1/6"A,.090,1/8"HS) FTLI646 L 13/76 LAMI IG -1/6" T. AR SPACE, 5/1r LAMI - (1/e"H5,.090.1/0"HS) FTL-4648 J. 13/18" LAMI 93 - Ur T, AIR SPACE, 7/16" LAMI - (3/16"A..090. 3/16"A) FTL-4649. 4850 K. 13/18" LAMI IG - 1/6 T, AR SPACE, 7/16" LAMI - (3/16A.090, 3/16"HS) FT1.4649, 4850, 4958 L 13/16 LAMI IG -1/6 T, AR SPACE, 7/16" LAMI - (3/16HS,.090, 3/16HS) F1L-4649, 4650 M. 13/16" LAMI IG - 1/6A, AR SPACE, 5/16 LAMI- (1/6A,.090, 116A) FTL5083 1 I i I 1 • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •O•• • • • • MEETING Ale TT • I -)(' SASH MEETING RAL "0" NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF *84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 36 MAXIMUM. 4. GLASS TYPES C, G, H, AND 1 MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 54 FOR ADDITIONAL DP ,wo TECHNOLOGY DP. LIMITATIONS. N. VENICE. R.666 JR �7 1.Mo NO CHANGES THIS SHEET. was sr ow 6 66 FX 911M J.I. 22307 CERT. n 069290 • • • • • • • • • • • •• • • •• • • • • •• • mercer REVISED 666y e6 e4••e Wino 166169 ^ Oe H°-0631:t0A `*1,,, IIl,, ,."�oNY r_YN&' :._ 1JOENSF.�I., * S. Nn 58703 '..1)- .(1 . glA7E /4. DESIGN PRESSURES ;,%"'•f.°R1o" :? t'. ALUM. SINGLE HUNG WINDOW, IMPACT ;OVAL El„ ,,,ER 11 A. LYNNWLLP.E. 8N7c0 NTS 3 + 11 .P.N.4040-20 G FL P.E.B 58705 •• • • • • • • • • • •• • • SEE DLO TABLE SEE DLO TABLE (MAX.) SEE DLO TABLE 49 5/8' MAX. FIXED DLO (ALL) 531/W MAX FLANGED WIDTH 52 1/8' MAX I.F. WIDTH D i 175' MAX. I.F. HEIGHT 76' MAX. FLANGED HEI3HT 48 1/4' MAX. VENT OLO (ALL) DETAIL A 1/1 75. MAX. I.F. HEIGHT 76' MAX. FLANGED HEIGHT SEE DLO TABLE DETAIL D VIEW.(CUSTOM SASH) FAA SEE DLO TABLE SEE DLO TABLE O X j DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. SEE DLO TABLE SEE DLO TABLE • • • . • •• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • D �•• • DETAIL C RADIUS TOP (STANDARD SASH) •••. • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • 76' MAX FLANGED HEIGHT • • • • • • • • • 1 • • • JR 9.9.17 tip .D NO CHANGES DR45NEE7. I>... F.K Oat IMI105 "aai22107 l 10701E n.NE UGr 011 v1:NrEICE, RUM (w11eD1•0 CERT.OF AUM. MOM ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT 9092 NTS 4 • 11 n.... 4040-220 PRODUCT REVISED as complywith du Ftrldt Dmld.8 Code I O6 E. nePtoo. No - •. spiraioo Date /. * No. 59705 „P ''' Y°NAL EG`w ''' It 111111\\\\ A. LYNN MILLER P.E. FL P.E.# 58705 14 • •• • • • • • • • • ••.• • • • ••• • . •• • • • • • • • • ••••• • • • • • ..•• • • •• •• • ••• • • . •• FIXED LITE DAYLIGHT OPENING HEIGHT OUTSIDE MAX VENT DAYLIGHT OPENING SECTION B-B (LOW SILL SHOWN) INSIDE INSIDE • • NOTE: MIN. (1)SWEEP LATCH AT VENT CENTERLINE OR • • • • OPTIONAL BOTTOM LOCKS: (1) 0' FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING MAX FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS HIGH SILL • • INSIDE \ NOTE: PATS USED • BASED QdNN SASH WEIGHT • • • • • • • 2.710' RODUCTRFVISFn with Rorie Building c, Act... No I AP, exp;.N:,,D1tl *,O2I (L .JAY ) © (HIGH SILL) © ," �••/`� n ).Ls ri.P011% SEE NOTE ABOVE f T:■ _ ` . �1 a/NOY LY/yH S.' SJGENSF (<;"% Q•: C ULTRALIFT = * : No. 58705 : ONLY SECTION C-C _ : •' * _ RADIUS TOPF. (HEAD DETAIL - FLANGED VERSION) -p0 it :' Q ; 7E �00 <DRIDA .•'' A.: 'r° ALUM. SINGLE HUNG WINDOW, IMPACT NIALtE�G` R... R. A. LYNN MILLER P.E. 5N700 Hell 5 • 11 4010.20 G FLP.E.#58705 ULTRALIFT ONLY ter*P OY17' G N0Q14. ES MIS !WEE?: O.• er. FX O'IA5 J.A. MY07 ALTERNATE HIGH SILL RHO ,EGNOLOGrOWE N. VENCE. R0.).1411030 CERT. Of MAR 029295 maws oexotRo NZ33 SECTIONS • • • • 27 1016 $8 X.625 PH. FL. SMS 7658 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULBIANYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1288 SASH FACE GUIDE 42501 35 1622 UM SETTING BLOCK 3/32X 25184" X 1' 71622K 36 1052 LAMIG SETTING BLOCK I^ X3/4" X 1/16" 71052K 37 1224 VINYL GLAZ BEAD BULB (THICK) - 6TP247W,K 38 1225 VINYL GLAZ. BEM) BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 5/16 LAM GLASS. 64039E 42 40448 GLAZING BEAD, 5/18 LAM VLIGR ILL KIT 644703 44 4222A GLAZING BEAD, 7/16' LM6 64222 45 985C GLA2JNG BEAD, 7/16' LAM WGRILL KIT 6985 46 4067 GLAZING BEAD 13/16" LAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME. I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 40748 FRAME, I.F. JAMS 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAAE(NOR.&VER.) 81014 58 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER KEYVVOUT RINGS 71631 56 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K ITEM 60 DWGB 1635 DESCRPT :XI SCREEN SPLINE -.135 DW HARD ••.• • • • • • • • . •. • . .• • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• PGTX • • 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 • 64 67 1161 116 X 1.000 PH. BUGLETEK GLAZNG TAPE, 1/16 X 12 - 7/16 LPN 701j((1 6264540. • • ••• 68 69 4051A 4050A SASH BOTTOM RAIL (HIGH SILL) FLANGE FRME SILL (HIGH SILL) • • • • • 64011 84050 70 SILICONE , DOW 791, 899, 995 OR GE 7700 80 A GLASS 5/16" LAM, (1/8"A.090 PV8,1/8"A) 81 82 83 84 85 86 B.01 ASA 5/16" LAM, (1/8"A.090 PVB,1/811S) C. GLASS 5/16" LAM, (1/8"HS,.090 PV0,1/8^HS) D. GLASS 7/16" UM, (3/16"A.090 P1.18,3/16"A) E.17/ say 7/16^ LAM, (3/16'A.090 PV8,3/16'HS) F. GLASS 7/16' LAM, (3/1611S,.090 PV6,3/16"HS) G. GLASS 13/16" LAN IG; 1/8T, MR SPACE, 5/16" LAM, (1/8"A.090 P//B.IRYA) •■ 87 88 H. GLASS 13/16' LAM IG; 1/8"T, MR SPACE, 5/18' LAM, (1/8'A.090 PVB.1/ 9'HS) . GLASS.13/16" LAM IG; 1/BT, AN SPACE, 5/16" LAM, (1/e"HS,.090 PVB,1/B'HS) 69 90 91 J. f:l 89S,13/16" LAM IG; 1A97, AIR SPACE, 7/16" LAM, (3/16"A.690 PVB,3/16"A) 6. C4 ARS,13/16^ LMB K;; 1/8-T, AIR SPACE, 7/16' LAN, (3/16"A.(190 PV3,3/16"IiS) L GLASS, 13/16' LAM IG; 1/8"T, MR SPACE, 7/18' LAM, (3H611S,.090 PVB,3/16^HS) 92 M GLASS. 13/16" LAIR IG; 1/8"A, MR SPACE, 5/16" LAM, (1/8-A.090 PV8,1/8"A) 2.784-1 J J 0FRAME, I.F. HEAD 64071A 6063T8 49 FRAME, .F. HIGH SILL 04073A, 6063-76 2.8 FRAME, .F. LOW SILL 64072A, 606346 50 FRAME, I.F. JAMB *40746, 6063T6 (USED AS RADIUS TOP HEAD) • 8 ....n a80N17 NO CHANGES THIS SiE6T. b —FJC J.L Io/o'EONOLO5Y DRIVE N. VENCE. Ft SOTS 1urlmNro CERT1,292915 ,I4U1H• >17 • PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT 8NA1 ▪ AT▪ M 6 • i1 �••• 404040 ?ROWCI REVISFD a=^nNlynos with fin Florins Am:1.mo No O.N 7,0754./gt4l 9Y M!an Dodo Product s'sp1Y LYNry * ; ND. 56705 0ST /?'I; ��SSIONAL tiNG\?`` ' A.�( tS4M NLLE� P.E. FL P.E.N 58705 • •• • • • • •• • • • • O FLANGE FRAME HEAD 04002A, 606346 .062 1.749 2.710 1 O FLANGE FRAME JAMB 04004, 606345 (USED AS RADIUS TOP HEAD) �-I 1.342 21 FIXED MEETING RAIL 04054A, 6063HD•T6® 0 FLANGE FRAME SILL (HIGH) 04050A, 606376 2.830 2330 2.784--o-1 O FLANGE FRAME SILL (LOW) 04003C. 6063-T6 1 -•++-.082 11.490 OSASH STOP 44025, 6063-75 �•--zz79� [..040 17 O SASH STOP COVER 04053, 6063-75 2.326--' 1.979 1.70j7 SASH TOP RAIL 28 SASH BOTTOM RAIL(L01'r) 04006C. 6063HS-T6 04007,6063.75 SASH BOTTOM RAIL (HIGH) 04051A. 806345 1 p 676 1.096 •-!^--(T O GLAZING BEAD 7/16" 04222.6063-75 ow 1.115 GLAZING BEAD, 7/16" /0985C, 6063T5 (USED W/ GRILL KIT) .678 • • • • • • • • • • • • • • •• • • •• • • • ••. • • • • • • • • • • • • • • SEAL.ANT3LtENIRE JOINT •• •• 1) IF.FMAE • • ill B••111111 I ® •W II�, O> SEALANT OR CASKET AT HEAD AND SILL VIEW D-D VIEW E-E (1/1 8 VIEW HEAD 8 SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) L._ FRAME CORNER CONSTRUCTION +j 1.165 I'— ' b .678 �� 1.096 1-' TJ 1 t"349 GLAZING BEAD, 6/16" a 040396,606375 0 SASH S DE RAIL 04008, 606375 .050 -� 1.096+--o-1J GLAZING BEAD, 5/16" 0404413. 6063T5 (USED W/ DRILL KIT) .683 .---6050 T-4-----1-1.097 0 GLAZING BEAD, 13/16" IG 04067, 606345 • •• • • • JR~ FX a. Rao 060Y17 Y 1.06 J1 NO CN4NOES MS SHEET. 000 212307 107911CHIOLOGV MOVE H. VENR£. R. 342111 Iw0eeo-1m0 CERT. OF AUTH. MEN L— J EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT MOW He(/ 7 • 11 �•••• 4040-20 000 D PRODUCT REVISED .6 with ,l.Fianda e.t.a Fa.Cede No -off .vs D! 71II1 Hv • • • • • • • •• • • • ANCHOR QUANTITIES FOR 1H FLANGED WINDOWS TABLE & WINDOW HEIGHT SUBSTRATE 28.603 34.603 40.603 46.603 52603 58.603 64.603 76.000 ANCHOR TYPE: � ` 0 0 0 0 0 0 0 0 0 0 o 0 0 ZmONZ 0 0 ZInONZ 0 0 Z WNDOW GLASS NONZ of (.3 U Zo1ON2 c> U O' U Zl7ONZ O U N U o ZI'QNZ c..> U I c..) U ZOI0NZ 0 U U o Z'ONZ c_> U U 0 U o i c.) U L> U O U H O U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,IJ,K,L 1 2 1;1 111 1;2 1,1 1.2 22 1 2 212 2r2 2 2 22 2T2 212 212 2i2 22 2 2 21212 2,2 213 212 313 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 1i1 1 1 112 1,1 15 12 112 2'2 2;2 12 2t2 12 12 2-5 25 212 2.2 2i2 2;2 2:2 2j3 12 313 C,D, E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11,1,J,KL 15 1i1 15 1T2 112 112 22 1:2 25 12 2 2 12 2.2 212 2;2 213 2 2 2.2 23 2.2 213 313 212 35 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.13.14 ._5 112 _1 1i1 11-- 1!2 '" 112 - 1!2 1 22,_ 1i2 2�2 1!2 2;2 1 2;2 .1..'- 2.2 212 2!2 5 2�2 2r- 212 r- 2;3 r- 2.2 -2 2;2 2 3 23 *- 212 _._ . 2�3 - — 3'3 *- 2i2 -�- 33 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,LJ,KL 112 112 212 213 112 212 13 1.2 13 2j3 12 213 13 25 23 313 212 313 214 312 3.3 3 4 35 414 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB'M 15 1 2 2j2 213 1:2 212 2i3 1,2 13 2�3 212 2,3 2:3 21;2 2i3 3j3_ _1 252 313 3`4 3,2 35 3;4 213 4j4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1-1,11,K,L 212 1 2 2j2 213 1,2 25 213 2,2 213 13 212 25 13 25 213 4 2i3 3[3 34 3I3 3 4 3j5 35 414 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABM _ 2'2 _- 1i2 2�2 213 112 2:3 2.3 2:2 2,2 --: 2;3 2,3 212 --- 2~3 , 2,3 25 213 3 4 25 3,3 3'4 3.3 3,4 315 3;3 414 PSF 79 C.0.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,4J,KL 212 15 22 2;3 212 13 213 212 213 2,3 213 213 2'4 213 35 3 4 213 314 315 3'3 314 415 35 414 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 AB,M 212 tit 2.2 2:3 2,2 2!3 213 2-52T.3 23 2 3 2I3 24 213 313 3!4 213 314 315 3`3 314 415 3.3 4;4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,LJ,K,L 2 2 2;2 2j2 2i3 2j2 21-3 2 3 2 2 313 214 25 3j3 3;4 213 313 374 213 314 35 313 314 415 314 4,5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 212 2;2 25 2 3 25 2:3 25 212 313 214 2;3 35 3;4 2,3 3,3 3`4 2.3 3:4 315 313 314 4j5 314 4;5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,10L 2 2 2•i2 2 2 2 3 2 2 13 3!4 13 2'.3 3,4 23 314 3,4 2 3 314 31-5 35 3;4 3;5 3:3 4r5 416 3'4 515 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 2 2 2 2 213 2 2 2:3 314 2 3 313 314 2'3 3l4 3;4_2,3 314 3(5 35 3 4 315 313 415 416 31,4 515 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 2'2 212 213 2,2 1,3 314 2 3 3.4 3i4 25 3'4 3,4 35 3 4 35 3:3 4i4 45 3'4 4 5 4,6 3,4 5;6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 -2Ti 2 2 212 213 2'2 213 3'4 2 3 3 4 3.4 23 3 4 314 313 314 35 313 4I4 4 5 3 3 4'5 4'6 3j4 45 OFF �050N17 Fr NO CHANGES MS SHEET&MOFr n.N: 4F bow j FJC 7/2•05 J,L Z U1 NIIO ware O•r Owe N. VEMCE. R. WM Ia1J.Eo-uoo CERT. OF AUM. ROM cormacrozerr eon INOLOSTRWS.. • • • • • • • • •••• • • • • •• • • •• • • • • • • • • • • • • • • • •••• • • • ANCI-RAij(-VTES: • • 1. ANC TAMS: 1 - 1/4' ELCO ULTRA OR #12 SCREWS INTO METAL - 114 ELCO SSA ( ETE-FLEX • • :_#12 • SCREWS • • 2. ANCHOR LOCATIONS ARE BAWSRRIt • FOLL•WIING DIMENSIONS. • ICAD$l81/2S4A• FROM TOP CORNERS JAMBS - A 02• MAAP FROM TOP CORNER, 1S MAX. FROM BOTTOIi CORItRS• r MAX. BELOW MTG. RAI9 • • SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 1. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITN N17F0 VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVNLABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX PSF f DP LIMED). HEAD JAM ABOVE MTG. RAL JAM BELOW MTG. RAIL (FULL DP HEAD JAM3ABOVE MTG. RAL JAMB BELOW MTG. RAL SEE TABLE 1 FOR FULL DP pRCDUCt as ono REVISEDts `4464 1,.'d„g Coal 0430.08 E.•alien D,c.._ • r aONY LYlyry�/ a No. 58705 ANCHORAGE SPACING, 1/1 WINDOWS = ALUM. SINGLE HUNG WINDOW, IMPACT _ O''''II E `' o.N.N, A.LSIlfM14Fw+3Fk . SOEO NTS 8 + 11 4040-20 G FL P.E.# 58705 • • • • • • • •. • • • ••. • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• � • • • • • • • ANCI-)RA DOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND TOP FLANGED WINDOWS TABLE 6. • • 8 1. ANCHOR TYPES: 1 - 114' ELM 11141F9ACIDIUS OR 912 WINDOW HEIGHT • • SCREW INTO METAL 8 SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 • • • • •3-Al2 E1COSS•CFtETE-FLEX • ; \ ANCHORTYPE�. ❑ o .o O 0 o ❑ o z� yL ❑ �'+O o z 0 Z'O 0 0 Z o Z ❑ O 0 z�zs?O 0 ❑ o Z " o Z O ,O 0 "' Z".- 0 Z • •• •N T.E WINDOW WIDTH GLASS TYPE no r.Q i Z,-,za?O "' O 0 O 0 NQ 5 z�Z'3O "' O 0 O Os r "' O 0 O 0 N $ "1 O- 0 O 0 N Q $ `'' O 0 O 0 r j "I O 0 O 0 N 5 O 0 O U N Q 5 O O O 0 2 ANCHOR LOCATIONS ARE BASED FOLLOWING DIMENSIONS: HEAD - 18 1 fr MAX. FROM TOP CORNERS GD,E,F,G, H,I,J,K,L 1 111 1 11 1 1 1 1 1 1 212 t 2' 1 1 212 1 2: 2 1 2,1 1 2: 2 1 212 i 21-2 1 2' 2 1 2I 2 1 212 1 212 1 2 2 1 212 1_ 2' 2 1., 312 1_. 212 1_-_ 3!, 2 312 1__ 212 _�__ 3'1. 2 JAMBS -t71l2' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS MTG. RAIL 19.125 1 111 1 111 1 lit 1 2'2 1 2;1 1 2i2 1 212 1 211 1 2T2 1 212 1 2i2 1 212 1 2121- 1 - 2.2 1 -. 212 1 r- 212 1 r_ 2.2 1 212 1 3.2 1 212 1 32 1 3 2 1 212 1 _.- 312 6' MAX. BELOW SILL -ANCHORS NOT REQUIRED PSF 79 3. INSTALL PER THE ADJACENT TABLE ANCHOR USING THE DIMENSIONAL CRITERIA OF 24.000 C,D,E,F,O, H,I,J,K,L 1 111 1 1r1 1 111 1 _ 212 1 .15 11 1 ___ 212 1 :___ 2 2 1 _ _ 2I2 1 _ _.. 2!2 1 ..... 2!2 1 _ _.__. 2i2 1 212 1 2:2 1 . __ 2;2 1 _;_. 3,2 1 .... _. 3i2 1 __....__ 2'2 1 312 1 _,. 312 _ 1 212 1 _. _ 3 2 1 _ r.._ 3,2 1 25 _ 1 312 QUANTITIES NOTE 2. A,B,M 1 111 1 111 1 11 1 i 22 1 T- 1;1 1 _.__. 2:2 1 T._. 2•2 1 2�2 1 2-:2 1 2'2 1 1- 2�2 1 --� 2.2 1 -_ 212 1 2i2 1 312 1 3':2 1 ,._ 2:2 1 3i2 1 312 1 ' 2.2 1 312 1 3'2 1 2r2 1 3i2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE TLESS. PSF 69 77 I '32.000 C,D,E,F,G, H,I,J,K,LSIZE 1 1 1 1 1 1 1 1 1 1 2j2 1 2j2 1 212 1 2!3 1.1 21,2 2i2 2 3i3 1 2 2 1 313 .2 3i3 1 3;,2 1 3:3 1 3,3 1 2!2 1 3 3 1 413 1. 312 _1 4i3 1. 1 3 __1 3,2 ,1 4:3 5. DESIGN PRESSURE LIMITATIONS: BLOCKS OF THE ADJACENT TABLE WITH A BOLD RALKX2W VALUE ABOVE THEM, INDICATE A,B,M 1 1 1 1 111 1 Ill 1 212 1 212 1 2.2 1 25 1 25 1 212 2 3 3 1 2:2 1 313 2 3r3 1 312 1 313 1 3 3 1 212 1 313 1 4,3 1 352 1 413 1 413 1 312 1 413 MAXIMUM DESIGN PRESSURE WITH THE QUANTTTY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 69 67 79 SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,O. 1 _1.... -_ 2_ 1 T .?..-._ _2_. 2 .1 _2 .2 -_ 1._ 2 . ?_ 1 2_ _2.. ..1_ . 8. SEE NOTE 4, SHEET 11TOR METAL SUBSTRATE 37000 H,LJ,KL 1'I _,1_ 1111'1 _i 22222223222133132.23:33133j34'33133'2 i 313 413 32 413 4j4324'3 REQUIREMENTS. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 25 2 A,B,M 1 1 1 11 111 212 212 25 212 25 213 313 212 3113 3:3 313 413 313 2-5 2-:-.34� 3 3 3`2 4;3 414 41] PSF 54 79 62 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40000 C,D,E.F,G, H,I,J.KI 111 111 111 212 212 2 2 213 212 313 3 3 212 2-549 _2 313 4.3 33 313 413 414 33 413 44 313 513 TABLE KEY: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 313 2 2 2 33 2 MAC PSF A,B,M 111 111 111 212 212 2T2 2:3 212 373 373 2'2 19 413 33 473 313 313 4'3 414 473 474 513 PSF 49 79 56 79 79 jDP L91RED1 117 C.D,E,F,G, 2 2 2 2 2 2 _2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 3{3 _2___ 5i4 HEAD JANB ABOVE 3 3[3 44,000 I-UJ,K,L 111 111 111 212 2r2 212 3T3 212 3!3 314 2't 3 3 3 4.4 3 3 413 414 3 3 413 4i4 3i3 413 4.4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 _2 2 5'4 MFG.RAL reocllCl'asvtsBO A,B,M 111 111 111 212 212 212 3'3 212 3r3 314 213 3 33 44 3'3 4 3 4 4 3'3 4r3 4'4 313 413 4.4 3'3 ,NAB BELOW n I .BAe.EWES PSF 45 74 61 74 79 79 MTG. RAL Ansp.,rt, - .Og E ' Dee ZOZ1 GD,E,F,O, 2 2 2 2 2 2 2 T 2 2 2, _ ? 8._ ? 2 2 2 ? 3 2 ? 3.. Z_ . 2 . DPI 48000 H,I,J,K,L 111 111 111 2 2 2!2 212 313 Y12 313 314 313 3 3 414 313 4.4 4,4 3'3 4 4 414 4'3 514 4':4 4.3 5':4 jFULL D� Bit 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 _3 _2 2 HEAD 2 A,B,M 111 1I1 •1 1 2 2 212 212 313 212 3 3 3.4 19 213 414 3.3 4 4 4.4 3.3 4.4 4.4 4T3 5 4 4T4 4 3 514 .NNBABOVE 2i2 ``V�1,,.111•.,,,, LVN/y�%, PSF 41 67 46 67 76 79 MTG. RAL �. aOHY ' C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 _2_ 3 • JAM3 BELOW? MTG. RAIL ; tg1. ••'1JCENSF' .'� �' � 53.125 H.LJ.K.L 111 111 111 22 2'2 212 313 313 3134143`3414 474 313 44 4. 43'34145154354515 4354 =* 1 ND s97os '• 2 2 2 2 2 2 3 2 2 3 2 3 3 2 _3 3 2 2 3 _2 3 3 2 3 SEE TABLE 2 FOR FULLDP //;; ,,,:.- 6 A,B,M 111 111 111 212 2 2 212 313 3'3 313 414 313 414 414 3.3 4-4 4-4 3 3 4 4 5,4 413 5 4 57-4 43 5'-4 z13 730•• a Z / WMTEDMOLDGM DIME VIEW -'•44. ., ST TE N. VEICE,RW15 ANCHORAGE SPACING, STANDARD ALUM. SINGLE HUNG WINDOW, IMPACT - F .,.FtoR0A ::`,� • SROAAL EN y JR 881.W/7I O NO PNNOE9TMl SHEET. �11.DFN1mmic r... "w'• I I I 0. AVuPE. FLP.E.958705 y a.. 70405 y 212307 I wow NTS 9- 11 4040,20 G •• • • • • V • • • • • • • • • • • • • • • • • • • • 0 • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT M AUS SASH HEI314T FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 —moo n 70 U oZ U- O Z�'+pOp 0N3 O U Z 0 U -Z'Op UNj O U Z-Z"ONZ-2"Op,y2-ZP,Op0Z-z'Oprz-Z0Opti N 00 O 0ONcI 0 0 00 U LO0N3 O U U U 0ON3 O U U U 0o3 0 U 0 U UN3 DUO Z-Z U 0 WIDTH TYPEWINDOW GLASS 19.125 D.E,F,J. K.L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 O,E,F,J. ILL 1 1 1 j 1 1 1 2 1 2 1 2 1 -2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 ,32000 D,E,F,J, K.L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1. 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 37.000 PSF 79 D,E,F.J, K.L 1 1.. 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 40.000 PSF 79 79 79 79 D.E.F,J, K.L 2 1 2 1 2 1 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 2 2 41.000 PSF 79 76 79 77 79 79 79 D,E,F,J, K.L 2 4 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 2 3 5 2 1 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 1 2 48.000 PSF 78 79 70 79 79 71 79 73 76 D.E,F.J, K,L 2 1 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 1 1 2 2 2 3 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K.L 2 2 2 2 2 2 3 2 3 2 3 3 4 2 4- 3 4 3 5 2 4 3 5 3 6 2 5 3 6 3 5 2 5 3 7 3 6 2 5 3 7 1 1 1 2 2 2 3 ANCHOR QUANTITIES SUBSTRATE. ANCTROTYPE. AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 15.776 16.778 21.778 24.778 27.776 30.776 31.106 2QNU' N1N1. TNoNI-N- QN1-14QN1-1ry°n -1NQ-1-grl3-H- Q$ WDTH 19.125 1 1 1 2 1 2 2 1 2 2235 2 2 2235 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 71 21212 2 2 2 3 213 31213 31313 41_313 41314 41314 41.000 �2 78 2 212 2 2 3 213 31313 41313 41314 51314 51314 48'� 72 79 2 212 2T 2 2 3 213 41313 41314 41314 51314 51314 53.125 73 58 2 I 2 2 2 3 3 I 3 4 S I 4 a 3 I 4 51314 S I 3 5 5 3 I 5 08/00117 Aw0 NO CHANGES VMS SHEET. 72906 or.r JJ. 1070 TECHNOLOGY DRIVE N. VENLE. R. VMS M114 .1000 CERT. OF AUIM. 0E095 _xt-T ANCHWwGg NOTES: • • • 1. ANCHOR TYPES: 1 - 1/4' ELCO laTR7M611.6R 612 • • SCREWS IWOMETAL • • 2 -AM' ELCO SS4 CRETE-FLEX • •• 34k12 SCREWS •• • • 2. ANCHOR LOCATIONS ARE BASESON 71E FOLLOWING DIMENSIONS: O • • HEAD- 1812' MAX FROM CORNERS JAMBS -17 12' MAX. FROM TOP CORNERS 11 12' MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAIL 15' MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REOUIRED 3. DETERMINE THE AMICOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5I13' MIN. TO 38' MAX. 5 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE AILIif°NT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GI ACS TYPE LS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAL 112 2 2 2 4 TABLE 8. KEY: MAX. PSF (DP LMTED) JAMB BELOW MTG. RAL (FULL DP) JAAE BELOW MTG. RAL SEE TABLE 3 FOR FULL DP 112 2 n SEE TABLE 3 FOR FULL DP PRODUCT REVISED comply* .r0, D. Florida Bmka4 code Aeapleoce Nol —I •30Z)8 By ,SbZI ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SHAD NTS Most 10 + /1 A .. 4040.20 G Y L aON• ... 1./.'4e „i„. L%cEN*F <,... * ND. 58705 �pO,.. TE I:�4u, �''iiSAONA,1��L11��iNG�`. A LYNN MI[L k P.E. FL P.E.B 58705 • • • • • • • • • • • • • • • • • • • • • • •• • • •.•. • .• • . • • • • • •• • • •• • • • 1-3/4' MIN. EDGE (ULTRACON ANCHOR) 2-12' MIN. EDGE (CRETEFLEX ANCHOR) 3.35 KSI MIN. CONCRETE �• OPTIONAL ix WOOD BUCK (SEE NOTE 3) 1-1/4' MIN. EDGE (CMU) 1-14- MIN. EDGE (CONC.) 1I4- MAX. SHIM aEXTERIOR INTERIOR E> (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 8 3) 1 3/4'MIN. —Tr MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR (SEE NOTE 2 8 3) DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1-3/4' MIN. EDGE (ULTRACON INTO CONC.) 2-12' MIN. EDGE (ULTJCRETEFLEX INTO CMU 8 CRETEFLEX INTO CONC.) 1' MIN. EDGE MAX. SHIM 1/4' MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 K51 MIN. CONCRETE OR 1.5 K51 MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1 3/B' MIN. .131' DIA MIN. x 2 1/2' NAIL, AT CORNERS AND 5' O.C. 1 4" MAX SHIM DETAIL F (HEAD) 1' MIN.EDGE .131' DIA MIN. x 2 12- NAIL, AT CORNERS AND 5' O.C. NOTES: •.•• 1. FOR CONCRETE APPLICATIONS IN MIAM1-0AQFi:9(WW j1SE ONLY ML♦IAIDADE OOUNTY APPROVED 1/4' ELCO ULTRACONS OR 1/4' 5 44 CC66EETTE-FAX. MINIMUM DISTONCO FROM ANCHOR TO CONCRETE EDGE IS 1 3/4' FOR4/1.7RA C 5 INTO CONC.. 2-1/2' E.O. fOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 2. FOR WOOD APPUCATIONS IN MIAMI-DADE CQly1111'.1412 STEEL SCREWO(G5), 1/4- SS4 CRETE-FLEX FOR DETAILS B 8 D O140.13116 x 242' COMMON NAILS (F1667 NL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED C0Ij ON NABS, TYPE I, STYLE 10-FINIMOUNTED ONLY (SEE DETAILS E. F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS Ce THIS PIOE AS 1x AREOUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112'. 1x 4000 BOCKyWE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OFICOU. WOOD BUCKS D8IOTEDIAS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BILKS.° BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING .IU81161DICOON. 4. FOR ATTACHMENT TO ALUMINUM. THE ALUMINUM SHALL BE A MINMUM STRENGTH OF 808345 AND A MINIMUM OF 1/8' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045' THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 812 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 8. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE 612 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131' DIA. MIN x 2 1/2 NAIL. AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1/4' MAX SHIM 5/8' MIN. EDGE WOOD FRAME 212' EMBEDMENT DETAIL G, (SILL) • R� FJC rldm 0601I7 0 Y DIM 'I.OB A.L REVISm 70 M4TCNTEW 2017 P#C ANAM.u-F 2/23/07 1O711T_CIRSOLOOY OM! M. VEMCE FL Ix2Th WT180-1l00 CERT. OFAUTf. RON Donlan ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 811700 NTS 11 • 11 away.. 401420 G ONV IYMry�i,,' LICFJV ffr ice * No. 58705 =v:u S�NAL E-'" 0. Lira P.E. FL P.E.% 58705 • • • • • • • •••• •• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing' tltd Use of construction: materials. The documentation submitted has been reviewed and accepted by Mini ode CegntY «RER—• Product Control Section to be used in Miami —Dade County and other areas where ptlilvee1 by tin Authority . • Having Jurisdiction (AHJ). • • • • •'• • . • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • • • • • •• • •.. • . . .... � • • • • .. •. • •... • This NOA shall not be valid after the expiration date stated below. The Mian .-1e County•Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miar i-15aae Cotatyj;serve the right to have this product or material tested for quality assurance purposes. Ifthi% product or material' fails to perform in the accepted manner, the manufacturer will incur the expense of sddh testing a$d the AHJ may immediately revoke, modify, or suspend the use of such product. or material within their junsciiction. 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negativelyaffecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0629.16 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 Jorge M. Plasencia, P. E. MIAMI-DADE COUNTY 7?, APPROVED - ( tt(Z4fti NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 Page 1 • •• • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) . • • • 2. Drawing No. 8000-11, titled "Alum. French Door & Side 1.4teh..Impa41,.lheets a...:. through 12 of 12, dated 12/23/04, with revision "G" dated• DA10/17, prepared • manufacturer, signed and sealed by Anthony Lynn Miller, P. E. • • • • • .... . • . •.•• B. TESTS • • .. .. •. 1. Reference Test report on 1) Uniform Static Air Pressure Test, per C, TAS 202-94 2) Large Missile Impact Test per FBC, T.AS'201-94• • 3) Cyclic Wind Pressure Loading per F$C, T'AS 203-94 • Along with •marked -up drawings and installation diagram of Aluminum Sl- Blass • Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.16) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.32.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Pro s uct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-1 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TASS 00.2-94 2) Large Missile Impact Test per FBC, TAS Zpl ;94 •"'• 3) Cyclic Wind Pressure Loading per FBC, TAV203-94 „•• 4) Forced Entry Test, per FBC 2411.3.2.1, and.202-94 . • . along with marked -up drawings and installation diagram of.aa•aly minwe ;hors of • OXXX configuration, prepared by Fenestration Testing Laboratef9, Inc., Test Report':' •. No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo Kargaespadai j'. E. (Submitted under previous NOA No. 05-0419.03) . 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • : • • 2) Uniform Static Air Pressure Test, Loading der FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-9V :• 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 ,ydrge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date; February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT.ED : D. QUALITY ASSURANCE . • . .... • .. •. • .... .... . . .... • 1. Miami -Dade Department of Regulatory and Economic Resout ,C FR).. E. MATERIAL CER'1'III ''CATIONS .. . .. .. • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, *caw their "Trosifol® Ultraclear, Clear, and Color PVB Glass Inteflaytr" date] QI/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance with FBC 5m Edition (2014) and FBC 6th Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No. 16-0629.16) 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA Zvo. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmund() J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED : G. OTHERS • •.. • . • .... • •• • . • • • • 00041 • • • • • • . • • • • • • ... • 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries fet their•Se; oos "Fi • • • 750" Outswing Aluminum French Door w/Sidelites — L.M.r,actoroved on 07/28/IT and expiring on 02/24/20. • •• ••••• • • • E-4 • • • •• • • •• • • • • • • • • orge M. Plasencia, P. E. Pro ct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 . . . .. . . .. . • • . . . ... • . . • . .... • .... • . • .. .. ... • . . • • . . • • • . . .. . • • . • . • • • . • • SERIES 750 OIJTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLA27NO OPTIONS: A. 7/17 LAMI CONSISTING OF (1) LITE OF 3/17 ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED Al ASS WITH NI .0000 PVB NTERLAYER B. 7/17 LAMA CONSISTING OF (2) IDES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090' PVB NTERLAYER C. 7/17 LAMI CONSISTING OF (1) LITE OF 3/17 ANNEALED GLASS AND (1) LUTE OF 3/17 HEAT STRENGTHENED GLASS WITH AN .075- INTERLAYER. D. 7/18' LAMA CONSISTING OF (2) LUTES OF 3117 HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER. E 718' LANI LG. CONSISTING OF (1) UTE OF 3/17 TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (7) 7/18' LANI fa ASS ASSEMBLY INSIDE (3/18' A..097 PVB. 3/17 HS). F. 7LB' LAMA L.O. CONSISTING OF MIRE OF 3/17 TEMPERED GLASS OUTSIDE. 1/7 AIR SPACE AND (1) 7/18' LAMI GLASS ASSEMBLY INSIDE (3/18' HS,.097 PVB, 3/18' HS). G. 7/8' LAMA LG. CONSISTING OF (1) CITE OF 3/18' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1)7/17 LAM GLASS ASSEMBLY INSIDE (3/17 A,.077 INTERLAYER, 3/17 HS). H. 718' LAMA I.O. CONSISTING OF MUTE OF 3/18' TEMPERED GLASS OUTSIDE,1/7 MR SPACE MD (1)7/17 LAM) GLASS AeaFMm Y INSIDE (3/1711S,.075' NTERLAYER 3/17 HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSMVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. DESIGN PRESSURE RATING IMPACT RAIINO SEE TARE 1 ON MEET 3 RATED FOR LARGE a IMAM MISSILE IMPACT RESISTANCE Anchor Fr.me Member Submits Min' Ng.GroupAuthor1p. D'anee Min. Emb.dmentor M.tal Thlck.ew A *12 Slee) SW (Gr. 5) AU Southern Pine (SG =0.55) E/18° 13/7 All 80837. Aluminum Yr 1/8' B 114- Eko UlbaCcerll AN COaclRanm. 2.85 km; 7 13/4- Jamb MOWN Brick(AS1k1 C90) 7 1-V7 V4' 410 55 Boo C/eteFkA® Al Commie (min. 9.95 k� 13/4' 1314- Jamb How Block (ASTM CEO) 137 1-1/4- A7.. Sanborn Phu IS3 =0.55) 1' 1-78- ) MERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE TIE ANCHOR GROUP OFTIE UYI E87 LETTER FOR ALL TABLES N THIS APFROVAL 2) AL ANCOR HEAD TYOES ARE APFUGIR.E. k) MN. OF 3 THREADS BEYOND META SUBSTRATE. 3. CONFIGURATIONS: X, O XX, XO, , Y�7f XXO 07�0 , Q)SQ, )000(. xoco, 0)00(, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE ANY TWO ADJACENT XUUNITS CAN BE EFTIER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SIR. THE FRENCH DOOR ASSEMBLY BEAM 15 USED TO ASSFLRLI F X X)s AND UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/7A STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS BEE SHEETS 10 TNRU 12. SHUTTERS ARE NOT REQUIRED. Q SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS FTL-4311, FTL-4312, RTL•4315. FTL-4527, FTL-4528, FTL-4528, FTL 530, FT1-4921 AND FTL-59I1. ANSUAFBPA NOS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 11.01310A BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (F1VH Z GENERAL NOTES 1 CONFIGURATIONS. ...... _1 GLAZING DETAILS.— 2 DESIGN PRESSURES_ 3 VERT. SECTIONS.__._._. 5 PARTS UST......._....__._. 7 Mahal* Min. F, MM. F, Steal Scow 92 Mil 120 kill Eko UI6Cm. 166 WO 177 kW 410 SS Eko Crat:Flex* 127.4 kai 189.7 Lai 0083.15 Al:n..e 1 18 MI 22 w1 CODES /STANDARDS USED: 2017 FTARIDA BOLDING CODE (fiC), 81H EDITION 2014 FLORIDA BOILDINGCOOE (FBC), STH EDITION ASTM E130000 ANSOAFRPA NDS.2015 FOR W000 CONSTRUCTION ALUMINUM DESIGN MAMML AOM 2016 AI51 S10012 AEC 380-10 'PV17 = .080• TROSIFOL• PVB BY KURARAY AMERICA, INC. OR SAFLEXOEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.: VANCEVA BY EASTMAN CHEMICAL CO. PRODUCT REVISED wlle Om Florida eu1Mln/ NOA-Na 17.0504.04 00017 1.750/ LT..* UPDATED TO73C2017,ADDED TEL A REVDDOOR ELL fR0113:21000YOWE A 19•74 RNOe IaNOa smee CSR..OrAVM INNS iimmw GENERAL NOTES AND DRAWING MAP Ife ALUM. FRENCH DOOR a SIDE LITES, IMPACT MAW 1 r 12 8000.11 „1u 0O/q p1 LYNN ,' 4 11 m '7-` ' ,SIGNAL E' 1H1 A LYNN MILLER PE. FL P.E.e 58705 • • • • • • • • •••• • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • 0 • • •• • • • • • • • • • • • • •• • • • • •• • 7N8' NOM. 3/18' ANNEALED OR FEAT STRENGTHENED CIL&SS r 91 DR 92 0 1 5/8- GLASS BITE T ,NTERXXt ® h .000' PVB INTERLAYER 1- 3/16' HEAT STRENGTHENED GLASS GLAZING DETAIL SETTING BLOCX 7/16" LAMI GLASS W/ PVB INTERLAYER AP NOM. 3/1r TEMPERED GLASS AR SPACE 3118' ANNEALED OR HEAT STRENGTHENED GLASS .060' PVB INTERLAYER EXTERIOR r r 93GR94 FI �I BTTTE GLASS TI INTERIOR 7/18' NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3N8' HEAT STRENGTFENFD C.H ACC GLAZING DETAIL SETTING BLOCK 7/16' LAMI GLASS W/ VANCEVA INTERLAYER 3/16' HEAT STRENGTHENED GLASS 5/B' GLASS BITE /6' NOM. 3/1" TEMPERED AUL AR SPACE 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/18' HEAT STRENGTHENED GLASS 5/8' GLASS BITE EXTERIOR 1—\I INTERIOR EXTERIOR 1—\I INTERIOR GLAZING DETAIL LNG BLOCK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 'PVB' ..090" TROSIFOL• PVB BY XURARAY AMERICA, INC. OR.090" SAFLE CKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. PRODUCT REVISED as eeni▪ . i" • ith a. Stevie. N O -pa. 17-0504,04 1Lryea1len oat.02/24/2020 17•r 000 b set Central MNM -00 0410.17 0 AEwPV61MMFACTURER. Fs( o,a iS7301 L.T. 4.05 fao iBI.AIDGYMINE AL KM= FL ddeS ryN/4b1NW OW OFMML 4M. 0.74111100101, RAMPATOMMIC GLAZING DETAILS Ira ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT fOND antFuLL18.1. 2 + 12 e.�. 800011 A LYNN MILLER, P.E FL P.E.058705 • • • •• • • • • • • • • • ••• • • • • • • • • •• • • • • •• •• • • • • • • • • • • •• • . •• • • •••• • •• • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • •• • • • • • Table 1. Maximum Design Pressures (ps Configuration Width (In) Allowed Glass Types Height (in) 79 3/4' (66) 83 3/4" (70) 87 3/4" 91 3/4" ,_o. 98 3/4" (8 / French Door X 3T (3) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XX 71 3/4' (6°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sldelite Full Jamb 3811/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Nairow Jamb 3011/16' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3611/1(' A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 O5.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table la. Glass Type and Test Report Number A - 7/18' LAMI (3/16'A,.090 PVB, 3/16"HS) B - 7/18" LAMI (3/18'HS,.090 PVB, 3/18"HS) C - 7/16" LAMI (3/16'A,.075 VANCEVA, 3/16'HS) D - 7/16" LAMI (3/16'HS,.075 VANCEVA, 3/18"HS) E - 7/8' LAMI LG. (3/16"T, 1/4' AIR SPACE, 3/16'A,.090 PVB, 3/16'HS) F - 7/8' LAMI 1G. (3/16T, 1/4' AIR SPACE, 3/16'HS,.090 PVB, 3/16'HS) G - 7/8" LAMI LG. (3/16T, 1/4' AIR SPACE, 3/16-A,.075 VANCEVA, 3/16'HS) H - 7/8' LAMI LG. (3/16T, 1/4- AR SPACE, 3/1811S,.075 VANCEVA, 3/16 1S) FTL4311, 4312, 4315 UPGRADE FTL-4311, 4312, 4315 FTL-4527, 4528, 4529, 4530 UPGRADE FTL4527, 4528, 4529, 4530 FTL4311, 4312, 4315 UPGRADE FTL4311, 4312 4315 F114527, 4528, 4529, 4530 UPGRADE FTL4527, 4528, 4529, 4530 OVERHANG HEIGHT L OVERHANG LENGTH NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +60.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDEUTES. (REF. FTL-9941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF TIE SIDELRE AND THE DOOR GOVERNS THE OVERALL ACSFMBLY DESIGN PRESSURE. JR rk FJL Dar DVIOT7 127301 LT.+ ADDED NOT E2 Oar 44695 TECIMILoaY CAW •n/mMv Catf.OFAU,NWant 031,00.1. earn DESIGN PRESSURES lee ALUM. FRENCH DOOR & SIDE LITES, IMPACT FOND NTS 3 + 12 .r. 600411 0 PRODUCT REVISED •aadpi wthe . Florida lny NOA-Me. 17.0504,04 ExpirationDate02/24/2020 wamFO uct Canvw A LYNN MILLER P.E. FL P.ES 58705 • • • •• • • • • I 7313/16' MAX. WIDTH r-- 110 518 MAX WIDTH 95 3,4' MAX HEIGHT ALL 79118' MAIL DLO All r 10 OX OR XO 37' MAX WIDTH • • • • •• • • •. • • • • • • • • • • •• • • • • • • ... • . • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • 145 316' MAX. WIDTH •• • • • • • • • •• • • • • •• • • • • • • • \` t OXO OXXO (SHOWING EACH VERSION SIDELITE) 26' MAX. 71 314' MAX WIDTH DLO AllX UNITS l• X XX NOTES: 1. CONFIGURATIONS WITH SIDE LRES CAN BE ERFER NARROW JMIB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAI S SEE SHEETS 10 THROUGH 12. 3 FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 3611n8' 36 11/16' MAX WIDTH MAX. WIDTH 25' 33 3/15' MAX DLO MAX DLO 0 (FULL JAMB) 0 (NARROW JAMB) PRODUCT REVISED uM eng with Um Florida Bu ilding Code NDMNo, 17.0504.04 Expiration Data 02242020 Ml MIamF-0Y N Control JR ow.* EX a.rs 7 Pas LT.tendo,+ NO QMNGES 7H9 SHEET idA/HJApOGV09 E N. MICE aamS 04•41•1sp WM OP Alfril *NM ALNIMIROIMMO iinonnig EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LRES, IMPACT ralonanda tws NTS 4.4 4 + 11 �• 8000-11 I 0 ,"pririuHp �TLY ... pp`u� 17,Vi; A. LYNN MILLER, P.E. FL P.Ef50705 • • • •• • • • • ... • • • • •..• • • . •. • . .. • . • •••• • •• • . • • •.•• • • • ••.• • • • •• .. • • • • • • • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD -t VERTICAL SECTION B OUTSWING HEAD MAX DLO J / EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR OR ORIGINAL VERSION TOP RAL ALTERNATE VERSION TOP RAL MAX DLO — EXTERIOR MAX HEIGHT rORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL .R 04,10fI7 O FJ REVISED 881ORU50W AAA ago. or ix lama _ arm 10757Epa[IOOYDM£ N 1.19,0CG/1 MIT ArMaesMM CB1f VID10 MAX HEIGHT •. • • • • • . .• • • • •. • • • VERTICAL SEC77ONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sr.. F0750 1,2 5 r 12 8000-11 0 ..• • • • • •• • PRODUCT REVISED iwldino ryywith a. Florida Code NOA_No• 17.0504.04 Expiration oats •y� Mlam s ,?,or1Y 1YIWY4„, ,, * Na 58705 * his "Tumor . • �+�; ,‘ONALIE?. A. LYNN MILLER. P.E. FL P.E.N 58705 • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) rN. 7RAIOLD•cn.He nsan OSSIONIWIRI MI 101/1.11.16 WOsM►.m 'ow re A 0~7 a RET18E012ANDeIn raw FJC 12101 LT. 45 • DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE • . . •. • • .•. • • • • • • • • • •. •• • • • • • • . . ••. • • • •.•• • .• • . • .•.• • • .•• • •. • • •• • • • • • •• • NOTE: ASSEMBLY HARDWARE CITY (3), 11' FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR DETAIL I JAMB, NARROW JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE CITES, IMPACT siren .MD t2 e • 12 e000-11 1.0 PRODUCT REVISED as w;a the FIorN. My NOA_5.. 17-0504.04 Expiration Dote 0224T1020 MN Centel a LYNN MILLER P.E. FL P.E.i58705 PD75•DO01(8) 77BNIDW41j 13300111011 RVR07?AR7E 1 1101 •ISADlmacaws, 2 MC Q7P4T10DSIL 3 1004C • 4191140SOL00191 I Pea 69E6 60ZA 6100C 4 101 000P CAP 61009 SOLRIA/0WBAIIIDLSI POI310MU COM lAD7ID000 61077 6® 9 1052 AsPW.Y11031nxr 7BQWD 7S011AL 19 1541 • 4W1903 .20D11DAp 407E 40W M D00RPA7®. 2SADJALRIAM1 WPA1nK110P9013MU 012 S70A 044 7lP9AIy6T1l411010DDODO IN3 BORVOIIAI,(D2PA®SW 011330 017 701PWP 1016 1101704 SWAP U0371E0 6.IS 1014 fell I017 6016 a �-- S0.73PSOF.WW(NI Vr PHLPR 111E APTBAGA9.ALTMl PACTS 103E GPAE/EO21611310E 61015 61011 A 31 IS O 154 6EAA/E040Wa 1011 OPAROMO MCKIM KAKI 01901 (MODER DOOA>De M13 09AEi01IX1EAA'0 011AMR4a![7-0(RM KLi a I/r J.---MPAS RI03Mm 601711 9D'VC mP17o. -01A11310276TD WOW 113.1 w TMP HD. D®AWYWDIW MONA 603 61019A Man STROM -41.11413011COMF50644 O 39 T2RS0A10 900 57RARIATW3RA013MIA63OA7M MO LOX/LOCK ,-jA7 W AP{P R1BAS n x r 6 PIEb7A1E O l 3/30100E 801711m OO W VMQ 110 SIANDAOD31101 DOTS W/11A0D¢UIIVAN) O 1 SWOT11LT009 --33007TOLT9®ER SIIMMK7 EIV 9.RxYI 3133E17E20 1031 1107E.1770eM1EATA01A0U.uCT76ffi7®i20 1DA. 113.11RDEM0BA7ASRAML9CTIYEEPRID1D0 ) - 5270KOMTE/QLW1931I1T S9P7011E/0 - 010.1MmmMt®1E806W 641x VS P1 1A00RA MON 1009AI 401 741311773 W51194131 W3319411 1E6 1nSE31AIIATIEADLS1L /3301712131S03W66T Ix 0130L79 HSOAI .-- S70EM7@P0EW1 R9L9P 1x OPRIMU06107314 1111 AOM71016W(ASIA70) 1012 5AP$1'E7IDI610(ASSAATn 7111211110( 0M STAIRUNSI AI.PAALVE10010140(A2LA10) O 14A 1DIAALOA0190L7013/01 MO16A MIA BOTTOM 9ALOA01101I0319) -YW 33 UT LA0E0128 61 13A 7316111 1x I10780 TULL JAMS SIDE LITE Inn MPG* D1Y(1gIIM PG111 4 9E6 909 71AMS-99AD SILL! L4/111 DIOP C42 600E 6m /007 sCEftY CODS ROO 7 009 DSLMLM7B 0009 s KOS F W 36B AS0A.Y SCRE1i n 41 1M QUAD STILL 21 QM TOP RAIL 69®s 22 IOC 9I1 TC04 NAB. ®u 33 IIMEAD®B0DY14Mx3r 010OA 36 13A2403)909sUTYlblt 7990N7A 0 T0/p0AMP 6037194 60 61 lon NINI 1 33,06 9NSQ00VETEMS0313 10ELDx5EADT1.6 61 9039 8DEI7EIAM•7101 609 PD750 NARROW 7AMB SIDE LITE 106 FLUKE -HEAD R SRL •0 DRIP CAP 6 107 91E 04STA1LM12 41009 PRAMEA7011L79033/ !PS xr P1120AD 791PQA 1014 10•IAL ®Is a 33 1E3 11071701111.611. •.HEADED 0DY1611XW ®013 snook 36 P AN®NF]CLTY1611 7n01'UTA 31 1079 TKOS0A10 0S/W 4 69 1® 1111434. PR 114) ORIVETER SLIEW I0B171E11MD71W a9D A 010 MAMA1AA65 ASSEMBLY KIT 010 0 07551 F1010IOD01AS380,Y IRAK POLK D 111044I31/4. 199CKEW Si 410J17®IARP 0 ---90x112.1E9017K SCREW M 036 0E®LIQ101AU 6106 4y34 BUDS •SILICONE 90 91 9 Sg 94 IS 9 S 9Ala0SEMANT,DOW CIM•U109,90 Q995 75IIA991At®0Al a/WAM6.0U14 Or FD) 73P1AABNATOMAM(2n919.019PVLYW 72) 7nI 1AMMA1®9AIS 0/WA34 92YANOWA.Y1P HS) MP IAMM473011MSCI BRILOSVAMPVA,nI 706) tT 7AM110(Y1P r 1/I9PACS YIP AIBLEOPVL v16.3S) TT /A31119 (YII T, YI' COOL VW 733-90 OM vW I7) 7T LOOM (1/11? T, W SPAMKW ATOMS VA914VA.YW TO -1T LUCIO6v14 T.1/W ITAt$IW 119.67E VANCEVA.31P Fln 10 0D 11A0LIPAD 11032 06 EOM SLMl1®AD 66066 107 @7A /1P 11AD 14 904A 7T01933D 10 1224 VD0L11333/SR31103 •. • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • ••. • • • • • • •• . • • • • • • • • • • • •• • • • • • • • •• • • 1 • S • • • •• • PRODUCT REVISED no complying with Ow Florida Building 110AMo. 17-0504.04 Mmiration Oats 02/24/2020 .21 0▪ 1/1017 2 PX 182383 LT. f31l®10flC 1W! 1190E RSID9 134403110 6OlII.�1•TIMV B PARTS LIST inn ALUM. FRENCH DOOR & SIDE UiES, IMPACT A0T Ion NA non 7 a12 Mersa. O200-/ I G 111%IImilt ,, LYN, ,• * : No. Pt S!ONAIIA 's A LYPN MILLER. P.E FL P.E.158705 • • • • • • • • • .• • • • L 1.000 1 h.--- 3.636 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL r-3.018—�{ .050 O7 #8009 6063-T6 INSTALL PLATE 8.250 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • ••♦• • • • • • ♦ • • • • • • • •• • • • • •• • • • •• • — 1 1276 I . • • • • • • •• • 2236 3.636 (.7) #8003C 6063-T6 OUT -SWING SILL A50 1+.1 --•.� 1.353 F-6— #8004C 6063-T5 OS SILL COVER 2� 1.378 *ThI 3.636 #8058A 6063-T6 10 OUTSWING LOW SILL #8013 6063-T6 BOTTOM RAIL 1.938 #8013A 6063-T6 °BOTTOM RAIL, LAG BOLT DESIGN r #8008 6063-T6 O4 DRIP CAP OS .074 j 1.498 I`— 3.990 00#8012 6063-T6 23 #8017 6063-T5 STILE TOP SWEEP T� 1.938 P— .075 —1 r -- 4A34 — 21 #8014 6063-T5 TOP RAIL 8.250 1 i'^— 4.434 —�-{ #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN I 050 17 79 T2240 #8016 6063-T5 24 BOTTOM SWEEP .075 1170 L2544 —i 26 #8015 6063-T6 ASTRAGAL 1.160 jJ - 1 .0401 #8007 6063-T6 SCREW COVER PRODUCT REVISED s eanfNYIM 111, tlr FlorianFlorian�.a e17-0504.04 Expiration Data 020 •T JRR FX Itan.xx 0Yd04 LT. ourmT o REVISED 87ANDMO. b•05 ,Ma 11301NanDYCOVE • MBYIEM Ft SUM rT w EXTRUSION PROFILES ALUM. FRENCH DOOR 8 SIDEL?ES, IMPACT iWED 1/2 8 a 12 awa. 8000.11 1.0 A. LYNN MILLER P.E. FL P.E.9 68705 • • • • .... . • • • •••. • •• • • .••. • • • • • • • ... • • • •• • •• • • • • • • • . • • • • • • ..• •• • . • • • • • • 075 27 #80218 6063-T6 GEAR HINGE, JAMB 61 #8028 6063-T5 SL HEAD TRIM ®#8022 6063-T5 BACKBEAD —{ .742 .072 I 28 #8020A 6063-T6 GEAR HINGE, COVER LIB — 3.775 —1 .125 A50 .325 #8056 6063-T4 O SUBSILL, OPTIONAL 1.169 r— .,65 T- A45 ®#8026A 6063-T5 SL BACKBEAD KODISPACE 4SG TPS 1-- .142 301 I-1763 -I 29 #8018 6063-T5 HINGE, BACK-UP .075 2.438 -I T O #8019A 6063-T6 GEAR HINGE, DOOR 1.000 t-- 3.636 ---�1 70 #8010 6063-T6 NARROW SL JAMB 1— .750 ./ E)#8 181r D45 00223A 6063-T5 7116" BEAD SUPER SPACER® NXTm Part8 DeecAp80a Materiel 100 Kommedlnp 480 7PS Spacer System see Oth 101 Manes Super Spacer OR with Hot Melt Butyl Sheet Dr 102 Manes Duraseel Spacer Malaita. 103 Cerdtrtei 10. Edge Spacer _L .437 957 I+— ®#8024A 6063-T5 I.G. BEAD DURASEAL® ®SPACER POLYS0. SIITYLENE SEAL ROIL -FORMED STAP ESS STEEL Da. GLASS r"- 1.812 —11 1.000 37 #8039 6063-T6 TRUSS CLAMP • r--- 2.313 .050 62 #8029 6063-T5 SL JAMB TRIM DESICCANT FILL AREA stir N01A SILICONE SEAL m XL EDGE" SPACER INT. GLASS • • • • • .125 • . • .. • 1.635 #8033B 6105-T5 FD ASS'Y BEAM 3.251 PRODUCT as Cod* t . n Flora NOA{y, 17-0504.04 IL MICE R3175 � •77 0 omme JJRMOCHANGE" 7/a9 7. ' FX 02104 LT. 4005 EXTRUSION PROFILES law ALUM. FRENCH DOOR & SIDE CITES, IMPACT w Tyr RAW 12 9 + 12 8000-11 I 0 A. LYNN MLER, PE. FL P.E.A 58705 • • • • • • • • JAMB - ANCHORS 18.500' HT. QTY. MAX. O.C. 95 3/4' - (5) 91 3l1••(5) 833/4'•(6) 793/4'-(5) 11* '• it• TYP. ANCHOR HEAD( SILL " P. ANCHOR 1 - CLUSTER (TYPICAL) SEE NOTE 4- _ --I- ANCHORS 18.500' HT. OTT. MAX. O.C. 9314' - (5) 911 34t'-(5) 87 3/4' - (5) - - 83314'-(5) _ I 11' 79944'-(5) 11' 11 _ 10.571' MAX JAMB ANCHORS HT. QTY. 95 314• - (8) 91 3)4• - (8) 87 3M' - (8) 83 3/4'-(7) 79 3/4•-(7) DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.) (SINGLE PANEL) ANCHOR TYPES: B OR C (SINGLE PANEL) ANCHOR TYPES: CORA ANCHORAGE SPACING REQUIREMENTS: 7J III 1 Q DETAIL C (CONCRETE) SEE NOTE 5 RC -CAROM APPLICABLITY OF CIRCLED ANCHOR SEE NOTE 4 REGARDING LOCATIONS APPLICABLRY OF CIRCLED ANCHOR LOCATIONS (2 OR MORE PANELS) ANCHOR TYPES: B OR C • • • • • •• • • • • • • • • • • • ••. • • • • • • • • •• • • • ••. • •• • • • • • • • • • • • • • •• ,. 17 • f9' 8' • • •• �6'r•,_• p c t I IIID N01 nn Iln pI N ••• i• MIN. I:7s: HEAD (SILL • • 11' TYP. ANCHOR • • CLUSTER. • • • • (TYPICAL) -• • • SEE NOTE 5 - 10.511' • MAX. O.C. (2) EQ. SP. TYP. (3) EO. 8P. TYP. JAMB ANCHORS HT. OTT. 95 314•-(8) 913N• - (8) 87 3/4'-(8) 83 3/4•-(7) - 79 3/4'-(7) 11' (IO Int I•II IQI111 Hit ® I DETAIL D (WOOD/ALUM.) (2 OR MORE PANELS) ANCHOR TYPES: CORA 1. DETALS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A. SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND UMRATIONS. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE DETAL B, WOOD/ALUM. SUBSTRATE) HEAD AND SLL......I7 MAX. FROM FRAME COWERS. JAMBS............-....._11' MAX. FROM FRAME CORNERS, 18.500' MAX_ O.C. CONCRETE SUBSTRATE (DETAL A) AND 10.571• MAX. O.C. WOOD SUBSTRATE (DETAL B) 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAL C, CONCRETE SUBSTRATE) HEAD MID SILL 6' MAX FROM FRAME CORNERS IF PANEL WIDTH 1S 16. OR GREATER AND AT 3', 8' AND I7 MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: 11• MAX FROM FRAME CORNERS AND 18.500' MAX O.0 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL 0, WOOD/ALUM. SUBSTRATE) 1 HEAD AND SILL' 6• MAX FROM FRAME CORNERS AND AT 3', 6', 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED F PANEL WIDTH IS OVER 27-3/4'. JAMBS: 11' MAX FROM FRAME CORNERS AND 10.571' MAX O.0 PRODUCT yREVISED so ▪ Cede,.ith M tFlerlda NOA-.a 17-0504.04 E.FN Mlon Date 02/24/2020 • r Mood -Dad rodent Control Amor moo* 0010/17 O 0118E01107E0 aL07EROLIAMMY. P2 04 LT. I 4005 I *w, 1800403Yn l 4.O CERg@J 'MOor CERTAJ7N= J ,uwaniaea.m ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDELJIES, IMPACT 80. 1/4 10 a 12 ...r 8000-11 O „inulgN ' J 8f .' ▪ * : No.56708 •. ** :•''•.ROR1M: '' G�� 'rss�oninE` ,ss t N A LYNN MINER P.E. FL P.E. 68705 • • • • .• • • • • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 114' MAX SHIM METAL SUBSTRATE PER ANCHOR REQUIREMENT EDGE DISTANCE 1/S' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. 1/4' MAX GROUT, SEE NOTE 3 1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE METAL SUBSTRATE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1. 1/4' MAX SHIM 114" MAX SHIM PER ANCHOR i REQUIREMENT EDGE DISTANCE -- ; TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) TYP. ANCHOR TYPE. EMBEDMENT AND FTlGF DISTANCE PER SUBSTRATE. SEE TABLE A SHEET 1. TYP. ANCHOR TYPE, EMBEDMFMAND EDGE OPTIONAL DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1. 114' MAX GROUT SEE �j NOTE 3 JL • • • • • •• • • .••. • • • • • • • TYP. Allt540Fr7YPE. EMBED DISTANCE � IRATi, SEE TABLE A SHEET. 1/4' MAX GROUT SEE NOTE 3 EDGE DISTANCE --4 H�— TYPICAL SIDE LITE SILL (DIRECT TO WOOD) KjEXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 1X WOOD BUCKSTRIP, SEE NOTE 1, THIS SHEET. EDGE DISTANCE — CONCRETE,CMU. PER ANCHOR REQUIREMENT :• EMBEDMENT SHIN " N TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A. SHEET 1. TYPICAL DOOR & SIDE LJTE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) ••. • • • • • • • • •• • • • •..• • • • • ••. • • • • EDGE DISTANCE • • OPTIONLL •• _ • TYPICAL SIDE LITE SILL (DIRECT TO WOOD) — EMBEDMENT 2X WOOD BUCKSTRP OR FRAMING, F�— SEE NOTE 1. THIS SHEET • • • • EMBEDMENT 1/4' MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1. EMBEDMENT TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO WOOD) NOTES 1. WOOD BUCKS DEPICTED AS l ARE LESS THAN 1-17t THICK. 1■ WOOD BUCKS ARE OPTIONAL IF UNIT ISINSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS a ARE 1-12' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AU). 2. FOR ATTACHMENT TO ALUM: THE MATL SHALL BE A MIN STRENGTH OF 808345 AND A MIN. OF 1/8' THICK THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR a WOOD SUCKS. THE ANCHOR SHALL BE A 812 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NONMETALLIC GROUT. 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE PRODUCT REVISED as with t. Retl4. NDA-New 17-0504.04 Eglntlen Debt By ne0TVOw110011tehe M. YEA=RACY, gortpespneo 1T OF MAMMA*, 1,111.111101111210 'Gb 4 JR 04/0'77 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD-750 1/4 11 . 12 ..w 8000-11 0 C3ARXT0 DETAIA, ADD®AffTAL DA3S7R,17E FJCX 12P3•H LT. 4105 IIIIIIIIIII/�� pl1Y LYNHy *: Na5i705 Jtt� ti OOb'S,ONAIL IEt?,0‘ A LYNN MILLER PE. FL P.EJ 58705 EXTERIOR 1/4• MAX SHIM 1 L EDGE DISTANCE METAL SUBSTRATE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EXTERIOR 1/4' MAX GROUT, SEE NOTE 3, SHEET 11 TIP. ANCHOR TYPE. EMBEDMENT AND OPTIONAL EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. .L9611*1PF1 ETAL SUBSTRATE PER ANCHOR EMBEDMENT PER EDGE DISTANCE 1/8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL (DIRECT TO METAL) TYP. MBEDMANCHOR ANTYPE, INTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE A, SHEET 1. i- EMBEDMENT 1/4• MAX SHIM — 1 TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) ' PER ANCHOR REQUIREMENT TYPICAL DOOR SILL (DIRECT TO CONCRETE) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A. SHEET 1. TYPICAL DOOR & S DE LITE JAMB (DIRECT TO CONCRETE) C] EXTERIOR 1/4' MAX GROUT. SEE NOTE 3,1 SHEET 11 EMBEDMENT INTERIOR EDGE DISTANCE CONCRETEJcWU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, E GIEDI ENTAND EDGE DISTANCE PER SUBSTRATE SEE TABLE A, SHEET 1. --BUOCSTRIP OR FRAMING, SEE _- NOTE I, SHEET 11. TYPICAL DOOR SILL (DIRECT TO WOOD) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EMBEDMENT • • • • • .• • • • • • • • • •••• • • •• ••. • • •• • • • • • •• • • • ••. • • • • • • • • • • • • 01P. ANCHOR TYPE. • EMBEDMENT ANd • EDGE DISTANCE OAR • SLIRSTRATE, SEE • T A SHEET 1. EXTERIOR 114' MAX GROUT, SEE NOTE 3, SHEET 11 EMBEDMENT INTERIOR .L— EDGE DISTANCE 2X WOOD BUQCSTRP DR FRAMING, SEE NOTE 1, SHEET 11 1X WOOD BUCKSTRP, SEE NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB (THRU 1X INTO CONCRETE) 1/4 MAX SHIM +1 • •• • WOOD BUCKSTRP OR FRAMING, SEE NOTE 1,SHEET11. OPTIONAL DOOR SILL (DIRECT TO WOOD) • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE A, SHEET 1. EMBEDMENT Ara1A'MAX SHIM TYPICAL DOOR & SIDE LITE JAMB DIRECT TO WOOD) PRODUCT REVISED COe,01VIna Mth the Fier.. N•A 1T-0504.04 M VENCE R MVS MUa►tYr CERT. CFM011.0900 0131.10010100 PaNDINK JR 0Y11Y/7 A,igra ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD-750 1/4 I + 12 CLAMPED OETAIA ADDEO METAL SUMMATE 8000-11 e-4 Fx ad. , 1228.1 LT. NAGS ``Q 01111/11/4, .NY LYNIy4 * • NO. 58705 • • •..Ramo: ��2: IONA1 7jumnlll`'� A. LYNN MILLER, P.E. FL P.E.S 58705 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.��i/econorry • 1 • PGT Industries, Inc. • . • • .. . •1070 Technology Drive •' ' • • . •' ' • • • • • • SCOPE: ••••• •**.•• •• ••••,' This NOA is being issued under the applicable rules and regulations goveming•tife. use 04 ptfnstructioll• • • • materials. The documentation submitted has been reviewed and accepted by Mitgiltrade County :RER ' •" Product Control Section to be used in Miami Dade County and other areas where .ellpAgd by the Authority • • * ; • Having Jurisdiction (AHJ). ; •• ••• •� • , � ; F •This NOA shall not be valid after the expiration date stated below. The Miam-Da�if Coithty oduct: • • • •• Control Section (.In Miami —Dade County) and/or the AHJ (in areas other than Miami•-45ade Cou.44) 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & Slvl' sheets 1 through 11 of 11, dated 08/08/12, with revision C dated p6'/ 5/17,si ed and sealed by Anthony Lynn Miller, P.E. ' ' • •••• • B. TESTS ""•' • •1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe ..l $C, Ti 20;-94 2) Large Missile Impact Test per FBC, TAS 2Q %' ' •: 3) Cyclic Wind Pressure Loading per FBC, TAS 49-94 • along with marked -up drawings and installation diagram of a PVC Ilidinnglais door a PVC fixed window and an aluminum sliding glass door, usiri : K.odispaci 4 G TP1 spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer syste i aid XL Edgerm 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 previous NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P .E. Product Contro Exam nerer NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 • •• • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Amer fs; Inc. f2r t iiir "Kuraray SentryGlas® (Clear and White) Glass Interlayerss '.dated 06/21L1.3, . expiring on 07/04/18. .... . • .• . . F. STATEMENTS • • • • • 1. Statement letter of conformance, complying with FBC 5th E11jt (2014) UV with FBC 6th Edition (2017), dated August 29, 2017, issued by manfafturer, signed and sealed by Anthony Lynn Miller, P.E. • 2. Statement letter of no financial interest, dated June 9, 2015, iL:ilad by manufacture, signed and sealed by Anthony Lynn Miller, P.E. • '• 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel P P.E. Product Contro finer NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 • .• • . • • •• •• • ••. • • • •••- • •• • • • ••. • • • • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DE5KNE0 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE NIGH VELOCITY HURRICANE ZONE (HWU). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN YARD -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30IN THE HVHQ. TILE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY. USE ONLY MIMH3ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AST1A CIO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. al PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2 THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/T HICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT O RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6IFe7INO OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 71E FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE 07 INSTALLATION SHALL BE DONE BY OTHERS AND LS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER AS111 E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAU CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1 /3% STRESS INCREASE HAS NOT BEEN USED N ME 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 SMALL MEET THE REQUIREMENTS O THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7085. 3579. 35I0. 3724: ELCO ULTRACON ROA; ELCO CRETEFLEX NIA: ANSVAF&PA NDS FOR W000 CONSTRUCTION AUND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Gass Types Slue! • 1 5/tr Lang (1)8 An -.OB0' PVB • t/8 An) 5 2 7)1B'LEmI(3116 An•.090" SG-3/16 AN 6 3 7)16' L.•M (3r16 HS -.000' SO - 3/16 HS) 7 4 7)6'LEAP.IG(VrAn.7/16"/Jr•//8'An-.000'PVB-Ur An) 5 5 7/6' LAM. IG (1/8' T. 7/18' Air • 1/8' An -.090" PVB - lir AR) 6 6 7/6'Lan .(o)LLB'M-UV Air •3)16-M-.090'SG-3H8'An) 9 7 7I8-LAM.10(111FM-1/4•An-3116•HS-.090' SG• 3/18' HS) 7 8 7lB'LAml.K)(118'T-1)4'Air -L1B'An-.000'SG-L16'An) 9 9 7)6'Ler&IG(L18' T• 114' Ar• 3/1/3"HS-.090"SG-3/18'HS) 7 P0S TROSFOL• eVe BYKURARAY AMERICA INC. SG4 SENTRYOLASN BY KURMAY A6ERICA. INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-0 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE 4' MAX —� 67 VISIBLE LIGHT HEIGHT (ILO) 4• MAX. J 37 WIDTH 25.477 MAX. O.C. IF WROTH IS UNDER 33.477 (HEAD 8 SILL ►B, SEE SHEET / MAX A, SEE O.C. SHEET' _ SM O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26.OR OVER YIr LAMNA,ED —..N GLASS STAGS 14 AMENED GLASS GLASS TYPE 1 N3M GLARE STAGS Tor 11rAMEAIEO OR TBPEIED GLASS EXTERIOR 7r a HEIGHT - 4-1R' MAX 0.0 IF WROTH IS 33.477 OVER MEADS SILL) 30 VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW COOES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC). 6TH BORON •2014 FLORIDA BUILDING CODE (FBCI. SM EOIf10N •ASTM E1300-04 •ANSVAFBPA NOS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. ADM2015 •ANSI S10012 •AISC 360-10 INSTALLATION .. 2 ASSFTau Y TIRE DETAILS___.._ 3 ANCHOR SPECIFICATIONS_...._ 4 ASSEMBLY OETALS91011....._.__ 10 Ir Ar4l.NID 11116- GLASS BITE GLASS TYPES 4 & 5 7,E•rau. GLASS STAG( 1070 ItCHACLOOY DRIVE N. VENICE. FL 34275 (941) 480-1600 OOPYR•M•9f) POT METRESC. An RXAMREaBN® CERT. OF AUTH. 129296 IR'AIRSPACE 11r7tr6EREO MAR •••• • • • • • • F•MEALEID ••• • • • • • • • • • •• • Gr LAN• ATED LASS STAGS RM4EAlID GLASS 711r•AMIN7E0 °1f'+t�Y91: • VIE' ANNEALED OR NEAT • Nona nEIEL 01A.48 EXTERIOR • • ••••• I RR.. 1AE•JlE•!!GR NFATSTRNGOENFD ileif • • •• 11/1 GIAS^•BrtE ••• •• • •GLrI& W'PES 2 8 3 • •• • nr HOU GLASS STAGS 711rRAN4HAIED j�yalAss EMGS II u4EALE0 OR • • OGr1IcsEQETS ...WWI. HEATSl1EWTHDE00IA55 EY MXWRAY n4•A14�ED par SGISYIGIRARAY DCTERIOR CUSS AEETxw, w. 0 •L_NrAIREALl80R P EAT-STIEWiNEI®GLASS ® ' ii © �'I�' 0 11H6- GLASS BRE GLASS TYPES 6 & 7 Tor GLASS STAGS WV /MIMEOM T.STIENGTISERED GLASS .OPT SO BY MOLAR. mew& plc VW A/SEALED OR HEATSIIRWTMEMEO GLASS 11)18' GLASS BITE GLASS TYPES 8 & 9 Re..,eE BY: Do.: JR 05/25/17 Nnis•a Er: Oa.. ReMe:on: UPDATED ANCHORAGE PER FRC 2017. R.,am.: PRODUCT REVISED as complying With the Florida Bvildinl Code Arcepisoce No EpimRMP •D( ) Doe 2023 GLAZING DETAILS AtR: CASEMENT WINDOW DETAILS — LM & SM J ROSOWSKI Gal.: 08/08/12 Se.sa/vaaee CA-740 550*: S..' D1a 9 Mo. Rev, NTS 1 OF 11 MD—CA740—LM C • • • . • •• • • ••. • • • ..•. • •• • • • • • • • •• • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR WINDOW HEIGR ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB V15BLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE. EMBEDMENT AND EDGE INSTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCRSTRIP' INTO IA430141Y EDGE DISTANCE ENBEDMF4T INSTALLATION OPTION 2 I STALLATICN ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REWIREMORT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3. SHEET 4 BUCK HEIGHT ATTACHED TO FRAME JAMB EDGE DISTANCE EMKDLE17 OPTIONAL ADDON FLANGE A HEAD. SILL & JAMBS FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. BUCK WIDTH • • • •INSTAL • • • • OPTIOy4 • • •INSTALLATION ANCHORS • • • rECTLYINr%p4r6L. • • • ATTACHED TO FRAME SILL BELOW OPERATOR ARM ATTACHED TO VENT SLL VISIBLE LIGHT WIDTH (DLO) SEE DETAL NOTES Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3,SHEET4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED CM ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1? THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED OIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1IT THIN( OR GREATER. 1X AND 2X BUCKS (MIEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. W000 BUCK DESIGN AND INSTALLATION IS THE RESPONSI8ILRY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1M. 1X OOD I WBUCKSTRP, SEE NOTE 2. THIS SHEET. L I/4•MAX SHIM i .1� e EDGE DISTANCE VERTICAL SECTION B-B EM6EDMENT WINDOW WIDTH • HORIZONTAL SECTION A -A 5. MAX s11111T11Z.I eN * : No. 58y7D5 0 9T 7 �SSION ,, EN ' nn111110 A LYM1 M1l16R, P.E. P.E35N05 L 17 1 L.� SEE DETAIL A2 BELOW MAX. r _ q • • • • • • • IA&••• SELF -DRILLING `MS. SEE TAKE EDGE INSTANCE DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 13-12 MOTES WIDTH, EGRESS HINGE: WINDOW WOTH-7-12 1) WHEN INSTALLING HEIGHT: WINDOW HEKTH7-6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHTFORMULAS: ANCHORS MAY NEED TO BE WINK WINDOW YAM - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT- WINDOW FRAMES AT 17 MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW A076oTi Atlmn RequIANI on 4409 SM. of 6w Farm Aeeently TI•e (FA Window Mellor Type if WtlA A B,C&D 1 1r-25A' I 0 27. 1 1 I- WhMOM Archer TVs. IYW A B.CMD Z 1r-25A' 1 0 g 27. 1 1 Rees. N4 Date: Der on: JR 05/25/17 5HEETHS Reese. By Dote: Re ri on: PRODUCT REVISED SS wylyhgwiO1Y FlmiM. HuiMiaS Code A¢tpYe¢Ib/ 'OK/4.14 4 . 0eseMroen CROSS SECTIONS & INSTALLATION 1070 TLCHNCLOGY ORME N. VEAICE, FL 34275 (941) 480-1600 COMIIIGNM EFT POT PODUSIMM. ,4.1.1MHTSRFseNm CERT. OF AUTH. /29296 TJk: CASEMENT WINDOW DETAILS - LM & SM Sues/MaAee Scale S4eer: O.aem9 Ma, Re : CA-740 NTS 2 OF 11 MD-CA740 LM C J ROSOWSKI Date 08/08/12 CASEMENT (X) F WINDOW HEIGHT L WFDOW WIDTH - 740 SERIES CASEMENT EXTERIOR WIDOW JZ FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET I. 3) FROM SHEETS 5-0. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSFI FOR SINGLE WINDOWS, ALL ANCHOR GROUPS A) DIMENSIONS SHOWN ARE TP-TO-TP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING TILE TABLE LABELED VANDOW ANCHORS REQUIRED' (TABLE 2, SHEET) DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WPD(1W. B) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) r-- 10', SEE NOTE 7. THIS SHEET FIGURE 1: 740 710 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW </a 740 SERES CASEMENT EX1E VAHOOY 10', SEE NOTE 7. THIS SHEET MAN./ 12 X1' SINS THROUGH INSTALLATION HOLES FRAME ASSEMBL TUBE HORIZONTAL SECTION CC 740 SERES CASEMENT WINDOW AWNING / CASEMENT / FIXED CASEMENT (XXO) MN.#12X 1' SMS THROUGH NSTALLATXIN HOLES FIGURE 2: 1 740 SPRf S AWNING WINDOW' D FRAME __— ASSEMBLY TUBE D 740 SERIES —CASEMENT —� WINDOW FRAME ASSEMBLY E TUBE 740 SERES FIXED WINDOW. 'SE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COM804-0 ASSEMBLY: VERTICAL SECTION DC 740 SERIES CASEMENT WINDOW FRAME /—ASSEMBLY TIDE VERTICAL SECTION E£ MN./12X SINS THROUGH INSTALLA TON HOLES HOLES 740 SERIES EDGED CASEMENT WINDOW 11 DE70RIIINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 6 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SLEET A. 2) FROM SHEETS S-0. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERNCAL FRAAEASSFQ. Y TUBE' OR 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED 7O A HORIZONTAL FRAEASSEABLY TUBE, DEPENDING ON WINCH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY. AND THE LOWEST DESIGN PRESSURE APPLES TOTE ENTRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TOTP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WMDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. A) USING THE TABLE LABELED 1YPIDOW ANCHORS REQUIRED' (TABLE 2, SHEET Q, DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS TNOUOI THE WIDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), ARO THAT MIN 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBI Y TUBE (SEE DETAILS ON THIS SHEET) • • • • • •• • • • • • • • • • • • •• • •• • • • • • • • ••• • • • • • • • • • •• • d ••••I • • • • • • • &TAM1E ASSEIALY TUBE NOTES: • DIMENSIONS SHOWN ARE• P.TaT♦ DIMENSIONS FOR EACH IMoIUJAL WINDOW. FOR SIS•IQT SHOWN. ROUND UP TO THE/TEXT • AVAILABLE WIDTH OR HEIGHT • • DIMENSION SHOWN ONTHE TABLES. • • 2)ANY 740-SERIES PRODUCT (C*SPN1NT. AWNING OR FIXED CASEMENT) MAYBE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL YNNOOWS. USE THE WINDOWS NCA FOR ANCHORAGE. SITE AND DESLON PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY VEIN THE REQUIREMENTS OF THEIR RESPECTIVE NOw 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN DETAILS. WITH MIN. F12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED BZ' IN LENGTH (AS USED IN ABr FLANGED WINDOW)OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NQT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TLSE CENTERLINE. SEE TABLE BELOW: /dmbol A0d8N %Owl on oath SW al Mt Hem Aoae1tl5 11•M (FA WYdor 'actor TYPe 4 WAIL A B,CID E 1r-2SP I 0 O 2B'. 1 1 ono. AAche Type Ft HHNWM A B.0 l D L 1r-25.0' 1 0 f 25, 1 1 • • •• •• • •c0Puccrq EL WOMB Roil ding Cede es,�e No 'vri` tl Dee 1• 1` N c` N 0 0 .0 I CC 0 re g • • • • •• • m (z Po; PJ A 34105 CFRI. OF AUM. /29296 0sow Anew LAN* Mr '4. Mono. Mk 'IC' DIY* 4r 644.01 A.WSr PW lrabe0'I IL Pin ANA BT 1' 5.V .0117 No pm r1z O53505)W) �51r 3T w AJV No MawSew, Or. XI 3T Mt .047200w N. A a. Pre 3T 1. 1i0 Nb 01.. NW BNB(GB) MIDIS Alm. b5 ST .003' w le 614,1101311313 A30 Nr1 AM MN. Or. 11 3•' LV 3T 9V .ar AMr,20 Oa NI No tea Cas.00 D1? r 140 No 0 VC MN Oman NAN. Val 1' V 1-1M' Ho 1bbn111a. 2-1? r 1-1Fr He 110' .1r 09.ta1 H00. Mock 3.39 Cowan 1' 1' V r 1.140 1.311• Ym No C 14.7 410 SS OVJHM Hobo Mock 2.1? V 1-1T M S. H. bV 1' 1.34T We 412 WI WW1 6043.15AYrt 1V LV .071? Yoe a013, 410116 SIB . A30 W. NV be .050- Wm MO804 tr.33 3? 60' .01.7. la NI. Ym a. Pb 90 1' 1YV Yes INA OW WS (a6) 4063.13 ANA. mi. TAT J1717 Yoe or NT41003 SUB . AN wN0 AM351W.6.33 3T #r' sr 90 030. .Nr`1B� Oa Y•• Y. 0 IRS Cater 74 1W Yr 2.• Cater 2-1? 4. 1.98 Y00 VC .r41•wm Haw Nod FOS 660 SVA• 2-1? V 4' 1-1M 1 Ye Too VC 410 N G.N.P1. 1'*� 3351 Dam*. Y 2-1? V V 1 1' Wm Ws Hollow Bq0 2.1? 5' 1.1N Y.. d• Caw. 1.14' V 1.60 No VT 0100 UArm Hollow BINS 3.111. V 1-1M 14) TINS Slack 3-ur 5' 'VC No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORA L SUBSEQUENT TABLES IN THIS APPROVAL 2)ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY SETA. SUBSTRATE 3)ANCORS MAYBE HEXHEAD, PANEAD OR FLATHEAD. 4) FOR STEEL STUDS, MN. FU • 45 KSI, MN FY • 33 KN. • • • • • •• • • ••. • • • • • • • • •• • • • • • • • • • • • • • TABLE 2: TABLE 1: Window, Anchors Requiem! Jamb Snubber Locations • Wind.. YAM R0 Toler 27 2L1Y1V 27.3' 30. 331/T 36. 3r Archer Gnaw Anther Grow Archer Gnus Archer Now Antler New Archer maw Anchor ENN A 0 C D A 0 A A A C A A 0100r 2T Arne 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Orr Type PM" (TYpee 1.4 d 5) SO (rypr 2. 3 d INN H00018• 2 2 2 2 2 2 3 2 2 2 2 2 / 3 2 2 3 5 3 3 216151186 J00e Hewn• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 3 2 3 2 3 2 3 2 a 2 AST Jri 1 4 1 4 1 4 1 4 HAWN" 2 2 3 2 2 1 3 2 2 4 a 2 5 3 3 1 a10 Ira R0•-W IT ma. bon• well awl a 30' max QC • 617 17 Nal. fan 4WD Htld3r mr O.C. 12. mu. Lyn • oath a10 d 30' wax O.C. • 40 Mold 1 4 1 4 / 4 4001011 2 2 2 2 2 3 2 2 2 2 2 1 3 3 2 3 3 A 4 1 10 10 10 e 2 2 2 2 2 3 2 2 2 3 1 SIT J.we H00010• 2 2 10 3 2 2 10 2 4 2 10 / 2 4 12 4 3 2 12 3 1 3 12 6 3 4 3 63' Jowl, 10 10 10 12 12 12 12 H00V6• 2 2 2 2 2 3 2 2 1 2 2 1 3 3 3 7. Jaw* Hre3• 00 2 2 12 3 2 12 2 2 N 1 3 2 2 1 2 11 14 3 3 3 TV Hewn. 12 2 2 2 12 3 2 2 2 14 a 2 1 10 3 2 2 4 10 3 z 14 a 10 3 3 3 e 10 N' Jr* 12 14 10 10 10 15 10 I44041108 2 2 2 2 2 2 3 2 2 1 2 2 4 3 2 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONON SHEET 1. DIMENSONS SHOWN ARE WINDOW TIP 703.21P. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • EXAMPLE I: FOR WINDOW COMBIOATON SHOWN BELOW, ITT HEAT.STRENGTHENED, LAMINATED GLASS. 1N' MASONRY ANCHORS INTO CONCRETE. 470485 PSF OP REQUIRED ••• • • • • • • • • • • • • • • • •• • • • • • ` /• RU17Uer REVISED am312143.45•411•40 R.nMAT Codeo‘eswowa No • xP1nliaP .. •'Y,i.0r. ,OP !ran Prod., • w, • • •04/8 TROSIFOLe PUB BY KURARAY MAMA. III. • 'SO+ SENTRYOLAS•BY KURARAYALERIC••C. • CASEMENT ANCHORS. A) FROM TABLE 12, ANCHORS C d D ALLOW A DP OF 470/430. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED MD DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR C) FROM TABLE 2. 6 ANCHORS ARE REQUIRED IN EACH JAB. 0) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD 8 500L E) DISTRIBUTE ANCHORS FOLLOWING GUIDEIJNES FROM ELEVATION ON SHEET 1 F) PER RULES ON SHEETS 2 d 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEl0O Y TUBE SIDE OF THE AWNOIG (HEAD d SILL). FIXED CASEMENT ANCHORS: N FROM TABLE 11, A 34. X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF 070F410 USING A24C"A0S C OR D. B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USINO THE CRETEFOEX ANCHOR. C) FROM TABLE 2A 6 ANCHORS ARE REQUIRED N EACH JAMB. D) SIAILARLY, 3 ANCHORS ARE REOUIED N THE HEAD d SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1 F) PER RULES ON SHEET 2, INSTALL 1 ADOITONAL NICHCW ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT MEAD d SILL). 1114414 MIA F. Mn. F. WHO Saw 0244 120N1 410 Serer S44 110141 21441.42404110 1531.t 177101 410 83 Eke 04170 127.4 tat 184.7 kW 5083434444141m NI kW 224W A35 SSW 30 kW 3044 Or.33 Nm1 Nr 3344 45101 61' SAMPLE CONFIGURATIONS: •• • • • •• • i 1 2V 10' tV 1' I-e tr+ 1r►{ 34' • w.• 5 ••• N o O 0 70 Y 3 0 m Q qn 011111 e1011/. EtaWP•..` g 7nn II11W A.M,.MUER, PE. 11E4 M703 CERT. Or AUTII. /79296 • .._I Dw*P1 Presume W6a 57*. WIneem, AI Meer D3ap W41see MUM rldr77 2547161 274/4. 301 311? 35. 37" under 2r 47440 .70140 •70/40 .70/40 .7040 .701.0 .7040 2110119" .7040 .707.0 •70140 .70140 .70140 .70140 47040 04 4131 .7040 .7040 .7040 +7040 .70140 .7040 47040 • 1 47 .7040 +70140 .70140 .70/40 .7m40 470140 .70F41 10477 .7040 .7040 .701.40 .70/40 .70140 47040 470462 601 .7040 47040 470140 47540.0 .70140E .70147.7 470-743 67 1 .70140 *70740 .70140 .70144.3 .717-76.5 .70-3.7 .70-70.1 77 .7040 .70147.2 .70.77.7 .10.71.5 .60-624 .60. 00.E N. 543 79" .70/40 .70-84.6 47040.7 047.3 .1-9.9 N-67.2 H-006 Or .70140 •7040.4 .70a1.3 440421 +7-54.2 •• • • • •• • • • • FOR GLASS TYPES: 9 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) • • 4) 7/8' LAM!. IG: (1/8" AN - 7/16' AIR - 1/8' AN - .090" PVB - 1/8" AN) TVO"" TROSIFOLbPVB BY KURARAY AMERMU, INC. 114140071 HEIGHT 1 WrODw woTH SEE SHEETS 1 6 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. •. • • 14 • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • •• • •4 •• • • • • • • • • • • • • • • • • •• • • • •• • • • •• • lurk e. Design Pressure (049 for VYIrekara A04chedto a Vertical Frame Mawr* Tuba We167r 9lad7A under 2r 25-15/1B 27-314" 37 mire 36' 37 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anther Ol0q A r B C D A B C•D A B C&D A B C&D A B CAD A B,C&D A B,C&D undr 23" +701.90 +7014:10 +70140 +701-93 +701-11D +70/40 +7940 +70190 +70/90 +701d9 +70740 +7990 +7990 +7940 +71940 +70/90 +713-90 .70140 +7940 +70/-30 +70/40 +70/40 +70140 .70140 +7990 +7040 +70140 +70/40 ♦70140 .70140 +71990 +77140 +704- 0 +701- 0 .71340 +707- 0 +7090 +70/-90 +70/90 +7940 i25.1915 36346' .70140 +719-784 .70140 +701-90 +70184.5 +70/40 +70/40 +701.79 +70140 +70/40 +70 -73 +701- 0 +70140 +70141.0 +70140 +70140 +701.78.3 +7990 +70/.74 +70140 48" .70/-78.2 1441.1 .7131.73.1 +70140 +/47.5 +70140 +70- 0 .4-411 +70/-90 .70/40 +/a8.4 .7990 ♦70/40 +1464 +70143 9 +70/-93 .1428 +701-90 +/-562 +70140 10S16" .70/423 N479 4449.3 .701.90 +/44 +701430 .701-90 +/499 +70/40 +701-00 ♦/564 +70/447 +70740 4442 +79795 +70140 +/56.3 .7040 ./561 +79139.2 07 M41 N49.8 N565 .70140 ./54 +701468 ' +701-90 44405 +70/41 +70140 41917 +701.74.9 +70/485 4/42.3 ./47.1 +70740.3 ./40.1 .701-77.7 .447.4 +701.74.3 63" +/581 14485 +1567 +70/467 4451.5 +701425 +79.90 +/46.1 +79-77.1 +701-00 +/J4.6 +701-71.3 +70181.3 +1-49.6 .4-619 +704-765 +/-47.7 +701.717 .4461 +7970.1 Dw•1 Omen 0•01orvoresm AesMd b ojadareff hero Awry/ 10. IFL Vnlldoe MAM under 71161r 7/414- re 2Y1? M' ST Arer owo A1eb oew Mule mem **or meld Mem0lew Arab mew meter 04,p Al Al M AA A e CAD A e DAD A e CAD 1441423" .704E •7040 •7040 .70140 •7040 4700.0 •7040 47040 .701410 •7040 47040 +70493 .4040 711119" +70140 +7440 +7040 .7040 .701.40 .7040 47040 .7040 +70/40 .7040 •1047.0 +7440 47040 Sear +7040 +TOMO 47040 .7040 •7040 •7040 +70,10 .7040 .7040 .70.40 •70460 +7040 •7000 1 4r •Tr.• •7040 4010 .TOO 40140 .7040 +70/40 +7*TWA40 +70140 .7040 •T0 +7040 •70 1 sour .70140 .7040 .70140 .7040 37040 •7640 4040 .7040 47040 .74740 .7040.2 *70142 •7774e3 er 47040 47040 47040 .7040.9 .7040.0 *7040.4 00400 •70147.7 •101-71.7 •76477.7 4701.743 +70474.3 470743 IT .TOO •70140 +MOO 4.70J1.3 •7043.6 47043.3 4mm40.s .40437 .70F717 •791417 •70a01 +700.1 •10A.1 rr 401140 +70413 470477.7 •70411.4 +410.2.4 •00)4.4 +4014 .4 +OFO.9 +00013 +41:4464 N463 +460.3 HMS Tr +70.0 •704L.4 +70.737 4147.3 HMO HMO HMO +4672 .47.7 H573 +4414 +143.0 •466.0 Mr +700 +701404 +7071.3 +401401 .4141 +44.2 444.7 1) SEE MEET 4 FG1 ADDITIONAL SAMPLE CCMFGURATIONS. 2) SEE SHEET I FOR 3MT69FA NEOIARE4ENIS. 1+E1(?II Ir MAK FRAME ASSOSLY TUBE TADDITIONAL (4),F R (4), FPEO. II SEE SHEETS 16 4 FOR WFDOW ANCHOR LOCATIONS AND 0 UNTI71E5. SEE SHEET FOR ANY ADDITONAL ANCHORS REQUIRED FOR THE FRAME A4-0F440 Y TUBE SEE SHEETS 1 II FOR WII0OIV ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ACCF3P0 Y TIME • • • • • . • 9 17 • • - 00VVCTYEV® M7618)•'• 41dim Co 1reim de 144.4111.444 • •1T n9e. • N •W 0 0 CL J W •• y-•,U b So N 00 co 0 1▪ 0 lee 0 co ▪ •• • W J • . • • • .. • • •. • . . • . • .. • • . . • •.•. . • • • • • • • • • • • • • • • . • •.• .• • • • • .•. . • . .• . •• •,vim Poww.F71 Or 0*7 . %Wow; AI Anchor Gimps Design W477b. WNN u7dw2r 25-19/r 27.34' 3/ 3111r 3r 37• mat 2r . 1Y-130 .1701-130 Hd-130 NO-130 .900-130 .RD'-130 404430 24.13N0 .90/-130 K0/-130 .90,130 .901-130 .90'-130 .40-730 .901-130 383111. •901-130 .501.130 .90c130 .904130 .901-170 .40-730 .901-130 .901.730 .001-730 .031-130 .501-130 .90/-130 .97.730 .90'-730 I40 50810 .904.130 .901-730 .11.5-130 .901.130 .031.730 •907-130 .90'-130 00 K01-130 .955-130 .91-130 .931-130 .901.130 .4104130 +07.130 er 401-130 .90'-130 +20.130 .0:5-130 .931-130 K.-733 W01-129.9 77 .91-730 +904430 .91-130 .90'-130 . 0'-129.7 401422 5 .901-173.e 70 N0/-130 .93/-730 401-130 .901-130 .900-124.1 +15114111.7 .900-107.0 (14• 401.130 40-730 .9/-130 +504430 401-110.4 TABLE 0. FOR GLASS TYPES: • 2) 7/18' LAMI (3/18 AN - .090' SG - 3/16 AN) : 5C71 SENTRYOLAeBY KURMAr AAERIOA INC. WINDOW HEIGHT -� maw �-- SEE SHEETS 7 8 4 FOR WINDOW ANCHOR OCATIONS AHD QUANTITIES. . • • • •• • ...• • •• • • •• Os_ Pw..M. 9.8lr W07M. M441.d 1.. YP7R+1 Frame A....b7 Tub WnY.. Width Maw 00.. 2s791r A.c1..07.. 273V• AnewO4.. 30. Am141 07a. 33-YI Arc. Oa. c I D 33' Anchor O.. A 0 C D 37- Andes O.y A 0 CD .cb.23. .7040 +70040 .70/40 .7140 .70140 .70410 +70140 .7040 .7040 .7040 •7040 .70- 0 +70140 .7040 .714E .7040 .70/40 .71540 +70140 .70140 .7/40 .7040 .7040 .7040 .7140 .70140 26191r .70.0 47040 470.00 47140 .7040 .70140 .70140 .7E140 .704E .70140 .70140 .7140 470140 47040 47140 47040 47044 .70140 .7040 4.7040 47040 .7/40 .7040 .7140 .7040 .7040 3810 .7040 .70-714 .m40 .70-10 .70410 .70143 .7040 .7040 .7040 .70140 .701-00 .7440 .70/40 .70143 .70/40 .ro40 .70140 .70140 .7040 .70140 .7040 03140 4440 .7040 471440 47040 4r .70-792 041.1 .701-731 .7040 .7444.4 .70410 +7040 .70414 .7040 .10/411 .7073 .7040 .71540 .7040 .701-711 .7040 .70140 .7040 .70145.1 .70490 .70.00 .7140 47043.4 .70100 .7040 .7040 303314. 47007.3 .1874 .140.3 .7040 *7440.1 .70.0 .70/40 .70-74.5 .7/40 .7140 .1491 .74417 .7040 .7040 .71744 47040 .7040 470140 .70141.2 .7140 .7040 .7140 .70.704 .704494 470140 .7440 00 N.O. 44a4.9 N.$5 47140 .I 7.0 .7040.0 471.00 .1411 410141 470140 4140.4 .70.74.4 4704115 477440 4428 47045E9 470413 717as 47140 1040 N401 .141+ .7/40.2 •,^i-7.. .7040 •TMy .7140 .714n N483 *Mt, .70.719 .2ot722.71445 .7040 .714E 47140 7a 43• .140.1 .0.5 4A66.7 410c00.7 .144.3 47142.5 .7014. .140.1 .101-771 .7040 1 .1434 Lmi1.31.10I43.3 .7/a0 N494 .101-74A . IAMB vr 04W05 Pw mm O.OS700 .. AI.tl.d W. L4h25tl Frame A...r*5 Taw NIIIQY 1BWIT ylyl_ 11 MAX FRAME ASSDEL7 TUBE ACOITKIML µ1-j03R (4). 4 REO. V.. TWO .Y.37 25191W 77-114• 30 33112. 54 3T Mew ..4. Row Awls •w. Ow* Ardvl7w.. Arabs Gaup Mow O.q 14 AI AP AP MI A 0 0a0 A 0 0a0 A e 0a0 maw XI' .10140 4040 .7040 .70140 .701473 47047.0 4040 47040 470/43.4 .7040 47040 .701492 .10140 23-7970 .7140 .714E .7040 .714E .714E .714E 47140 .7140 .70140 .70110 4.7047.e 00140 410140 543T .7040 .70•40 47140 .7140 47040 .7040 .10140 47040 47/40 .7140 47140 470/40 .70140 ./0140 .7040 47040 .7040 47040 470140 471440 47040 .70 45 .7040 47740 .70140 .7040 "I I y/P7p0W 3707H 1~ 7 I40 50Lr .1194E .7140 .7040 47040 .7040 47040 470/410 470140 .lam .70140 .70140 .70140 .7140 WS 40 .70400240 /40 47040 .70140 470140 .70140 .7040 .7/40 .70/40 47/40 47040 .7040 .7040 0T .7100 .lam .7040 .7040 .7040 .70H0 .70140 .7140 47040 47/40 .7040 .7040 47040 SEE SHEETS 1 84 Poll W94DOW ANCNO7 LOCAn77Pls AND QUANTIRES. sEE SHE, FOR ANY ADDITIONAL ANCHORS REWIRED FOR THE FRAME /445FMMr 724 .7010 .7040 .7040 *7140 47040 474140 .7040 .70140 .7040 .704E 47040 01740 .7040 75. 47040 47040 .7040 .1040 .1040 .1440 47040 .70740 .7040 .7/40 471740 47/40 47040 44- .7040 .7040 47040 .7/40 .7440 .7040 .7/40 NOTES: 1) SEE SHEET FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REOUIREI-F74TS. SEE SHEETS 18 4 FOR WB8)OW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUB. •• s oi4C7 REvlTi3.0 • co wwwl.ofwdt4il05 •,•• oat/54m Coat 13s�nrM.Y. D..7 2p73 74 N 00 N 8 go co O co E*0 cc a� O E 70 F- Z to CEO. Of 4UTH. #29296 s4; N1)CENSe M/ i • No.58705 •: p., A "T OF . 444f °�c' l4ornD x/C3. n%SS' 1O1IIN1111AL �tia ss AiYINM47E4.P.E. PE11°705 • ••_•--•. - De•bn Piwun 940 D130O7 WIr0.0 AN Anchor Drop Window WN. under 23- 25101r 27.11' 30. 31112' 3r 37' v10e52r .90130 40.130 .9(V-10 40-130 .90.130 .934130 •90-130 25.7010' 404130 40'-130 .304130 .904130 46'-130 .901-130 40-130 3630' .90'-130 I 40-130 .90-130 40'-130 .90/-130 40-130 404130 I40'•90-130 I.91.130 401.130 40-130 404133 .904130 404130 606r .00130 •90-130 .90130 .90130 .90130 .901.130 .901-130 .904133 41.130 .90/-130 .91-130 .90-130 40-130 I00'.11-130 Q • 31-130 40-130 .91-130 40-130 .90130 .91-130 •90-130 72' 41.130 .90.130 .90.130 .904130 • 40-130 401-130 404130 70' .90-130 .90.130 .110-130 40-130 40-130 .904130 .104130 84. .91-130 .90.130 .91-130 40-130 .90130 ..•. • • • •• •••• • • • . •. • • •• • • . • .... . • •... . . •. •. • FOR GLASS TYPES: 3) 7/18' LAMI (3/16 HS - .090" SG - 3/16 HS) • 7) 7/8' LAMI. IG: (3/16" AN -1 /4' AIR - 3/16' HS - .090' SG - 3/16' HS) 9) 7/8' LAMI. IG: (3/16' T - 1/4' AIR - 3/16' HS - .090' SG - 3/16' HS) SG, SENIRYGLAS4YY KURARAY AMERICA. INC. WINDOW HEIGHT L1- WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • •• • .... • • • . • • • • • • • . . • .. . • •• • • •• TABLE 12: Ded•I Pow. •d)tr Widow MOM to A Y.11c7 Fmn. A5010071W YAnlee YAM LNa2r 1115/14. 27-314- 30 33.1/2' 33. 3r Arch Omlp Arch Clomp Arch (*up Arch Cap Arch Omrp Arch Drag Alsh Oo4 A 9 C D A B 090 A B CID A B C D A B C D A B C D A B C D . 00+ 23- •7040 40140 .70.40 .70410 .70/40 40/40 .7140 4040 470/40 .70140 4040 .0140 .7040 .7040 .7144 .70140 .7040 .70/0 41140 .7040 .7040 .70140 .70ip .71J0 .70140 .70M0 25.7110' .7040 .7040 .7142 .7040 .7040 .70/40 .7040 .7010 .70140 .70/40 .7040 .70140 47110 .70140 .7440 .7040 .7040 4040 4090 .7040 .4310 470/40 .70490 .71E40 47140 .7140 37737- 1 .7040 .70744 4043 .79140 .70/40 .roan .7040 .71.1111 .7040 40 3 ... .040 .7043 40140 .7140 .7040 4.40 .7043 .7090 .040 .rom .70/40 0040 .70/40 .7040 470,40 er .70-7732 ./41.1 40731 .70.0 .7044.4 .7040 .7000 .70719 4040 .71170 .71-13 .7040 4040 .70/40 .7.-79s .7040 4040 .7080 *70-75.1 .7040 47.40 .7040 .70/421 .7000 .7040 .7040 6001. .70/-713 4/47.13 .I41/.3 *7010 .7040.1 .70140 .7140 .713241 .7140 .0140 .10.2 .7040.7 47040 .7040 .71-74.4 .7040 .7040 .7040 .70471.2 .7040 .7140 400 4070.9 .701419 .70/40 .10,10 Br .7.47 0499 .1415 01.0 N47.5 .7040.0 .70140 .1411 0041 .7040 ♦414 .71-74.9 .70490 .7140 .42.9 .7043.9 .7040.3 .713140 M411 .1040.2 .701J0 410.0 M463 .1TN709 .7040 41140 Cr .140.7 .7-41.5 4446.7 .701117 ./ 4.$ 470425 .70J0 .140.7 .70-17.7 470140 47d5.1 .70,775 .70053 47040 4439.11 471-799 .70-711.5 470.0 _ *747.2 470/M1e .7040 47040 «43.1 .7042.3 4704e.5 411410 L.s* Pr... (9.9 kr Whdae Ape.IW Bra HNk.dd Frame Assent* TWe 7- TWBO[AY HEI01f 1 I FRAME A550BLT TUBE Window WNS under Er 207"Jlr 27.14. 30. 311A1 3r 374 Ands 0, Maw cc* Anew Oap A 3n O..W MEW D�erp Anther Gm* Archer Crap ip ' DNAL ANCHOR (4L F REIN. Al Al Al All A B C A 0 A B C A 0 A B C A 0 uder2r .7)+ .70/40 470/40 470/40 4040 43/47.0 4040 .7040 470/43.1 47040 *T00 .70-75.2 470/40 25-131101 47040 .7040 47040 .1040 .7040 47040 4.70140 470,40 .70140 4040 .70/47.9 470430 .10/40 363A' 47090 47140 .0140 :IOW .70410 .7090 470110 .7040 0080 .70/40 4040 .ro40 47040 41, .7040 .T040 47040 .7040 .040 .7040 0040 4040 .70/ 0 47040 4040 .7040 4040 WINoaW WIDTH 1 001r 4090 4040 .moo .7010 4040 .7040 4040 • 040 .0.0 0040 4010 40490 4040 90' 400 .7cvoo .0140 40410 .7143 .7040 4040 43140 .7040 .70/40 .7000 .7040 4140 SEE SWEETS 1 t 4 FOR WINDOW ANCHO OCA710NS AND QUANTITIES. SEE SNFJ:1 ORS 3FOIREDNY Foe, ne,FRONAL ANCssE 3 FOR ANYFatTHEFRANCASSEMBLY or 0040 47040 4040 4040 .70/40 .70.0 .7040 .ro40 40440 40490 4040 4040 .T0-0 72' .T090 .Taco .7040 .roJo .7.40 .roan .7040 4040 .7090 .ro4D .7040 .roan .ro-0 7r .7W0 0040 .ro40 .ro40 .7040 .70140 .7140 .ro40 .7040 .70.0 .700 4040 .moo 11' .7040 .7040 4140 .70/43 .70.10 4040 40/40 1123E. N97Es: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONROUIULTONS 7) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 t 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANYADDRIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE n N S u) 80 C4 0 3co 80 3 0 • • • cc 0. co w 10 to w 0: n. to 80 [FRT. OF AIM, t2929 . * No. 08700 * 11 ,S/ONAL E.. A idJA1kI`:k, vs P. 159703 .... • • • • • • • • • . • .. . • •• • • • • • • • . .••• • . • • ••.• . . ..• •• • • •� IW9m. DN01 Pr5a95 OW)9K SI*WbmA.- Al A531.9 GAMIN W.5 atmr25' 25.17016' 27a14' 30' 33-1/2' 35" 5r under 20' 477040 477040 477040 477040 47040 .70140 41140 23-191" *7040 .770-43 47040 .70-00 470140 477040 470140 56-318' 477040 47040 .70140 47040 .7044/ 47040 .70140 i40' 47040 .70.6 0 .7040 470143 .7040 .77040 .701410 BOOT .7040 .77040 470140 .70W 470140 470143 470-00 6P .7040 .77040 ,770-00 .7*4D .77040 .770490.0 .770a46 63' .7040 .7040 .70740 .770.50 .70472 47044 .70/79.0 72' *7040 .7140 4770415.5 47041.5 ,60-70 .07049.4 .6047.6 75' .77040 477040 477040.3 470-757 400147.2 .607435.2 .6047.3 BC .77040 0040 .7043/.3 .001.70 .6011.E FOR GLASS TYPES: . •.• . • . •• . • • . • • • • 9 • • 5) 7/8" LAMI. IG: (1 /8" T - 7/16' AIR -1 /8" AN - .090" PVB - 1/8" I) PVB"" TROSFOL®PVB Br KURARAY AMER/CA. INC. WINDOW HEIGHT WINDOW SEE SHEETS 1 5 4 FOR WINDOW ANCHOR LOCATIONS AND OUAN77OES. • • • • • • •• • • • •• • • IRi0LR)CTR4T3727 • s oaro17o4 30,41043311r413 • SWdirm Ca90 Aaxp...0 earl 1714.6/4- 91E 7 DYo 4=3 D7 MWSi TABLE 15: Maim Pr9..a9..6 br r1ros. Attached to 9 Vogul Flom. A.9..5b TAN W9wa WW1 mist 23' 2S101Y 273V1 39' 35-10. 55' 374 Anoer Dial Anchor onus Arch Comp m mDrop Ancho. *ow Anchor Ong, Maw Ga. A 5 C D A B CIO A 5 COO A 5 C D A B C 0 A B C&D A B C&0 mq.r23. .77049 47040 47040 .7040 47040 .70.10 .704/0 47040 47040 47040 .1S440 .70140 .77040 47040 47045 .70-10 .70/4/ 47040 *7370 .7040 .701-00 .70140 .70140 .7090 25.15/15 .7040 47040 47040 .7040 .10V40 477040 .7040 47040 .7040 470140 .7040 .701.50 .7040 470740 .7040 470-90 47040 .7040 477040 47040 .70600 .77040 .7040 .77045 16175" 47090 .701-/4114 .7040 470W 47044.5 .10140 .7040 .70-7 .70140 .TWO .7073 .70040 .7040 .70/90 .7041.0 .7040 47040 .70140 .70/-753 .7040 .70m .7074 .7O37 47540 R N' .ion] .N1.1 .70.711 .70W 047.5 .iS40 .7040 043.1 .770m 0 47W 0544 47000 .7Om .70 04 .BA N .7O470140A .70140 .7 .742.. 47OI40 .770-00 Ha9.2 .moo .7040 504T *70672.3 44-67.9 4F5.3 .7O410 4/44 410140 410/40 .140.9 .7040 47OW .1454 .7O-W.7 .77040 470100 .F62 470.t79.5 .TOI .77040 059.3 .77040 .70140 050.1 4.57043.9 .7000 3jR, 90 041 ..4a, Na55 .70140 H44 .7061114 .7040 .1-506 .70681 67000 .45.7 .70.74.9 6706091 .70653 012.3 .447.1 .1050.5 .7040 040.1 .70402 .706115.5 047.4 +70675.0 .77044.0 95' 015.1 0405 0.65.7 .7040.7 041E .7042.5 .7040 040.1 67077.1 .7040 044.5 6770-71.5 .7045.5 .70,90 .40A 043.9 470679.5 .77047.2 047.7 *701-79.4 47044 41-06.1 470-72.5 470-799 TABLE /6: moor 25' 2515MC 5t2T K SAAT m SY 7T Tr 00.101 Possum, ..6 br WM*A0er2tl b. H.5u90 Ram Mace., TA brm" am mbar 2S755T 774V 5m »vr n A1cb 0sW .7040 .tam .tam .lam .mm .7040 .7000 .7040 .m40 Mew Osp N .mm .raw .tam .ram .Tam . lam ▪ Tam .lam . lam ANM Mac N .tam .7Rm .7Wm .70m .70m .ram .7am .70515 .m455 Mehra O5i N .ram .lam .lam 00.0 .7040 .mm .lam :My 415 .m.m7 Aram Oau A .lam .70140 .lam .Tam .tam .i0m .7W72 .Sam .5a472 .7047.9 .lam .lam .lam .7Rm .ra40 .Taa72 .904E .55472 090 .lam .ia40 .7am Liam Liam .Tam .raa12 .9Rm cal. 2 .lam .7a40 .Tam .lam .lam .7am.9 .7314 .90m.4 .m'm2 Ascot Como .7am5 .lam .lam .moo .ram .7am9 .ra« 4060.4 C9D .701 0 .lam .lam .7040 .1Y40 .lams .1044 .mm.4 .dm2 A .ram .11419 .T0s0 .1a459 .7R54.9 .SATE .5a915 .7a-752 . 1040 .lam .7am .ram .7aat9 . ram9 MOW 00413 C9D .lam .ram .l(11m .TRW .TONS .7OW.9 .7aa99 .mm 40,65.3 SC .7545 .ram .7547.5 .math .Saa1.9 .m47.5 NOTES_ 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE NT5. RATOM. 2) SEE SHEET 4 FOR SNUBBER REOIARF1EN75. IIT MAX FRAME ASSEMBLY TUBE ADDITIONAL WIDTH 7-- �-ANCHOR ).FREQ. SEE SHEETS 1 5 4 FOR WINDOW ANCHOR OCA710NS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE _.I-3 WIDTHTHIH SEE SHEETS 101 4 FOR WINDOW ANCHOR LOCATIONS AND QDANTMES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSELELY TUBE. 7-4 6 00 cV t co go SC - co O O It dX Y 0 ce c. NQz_ 0 CC W a CO w 7 CO CC z 0 Ep t\111111 s`O0 N •i No56705 NAI . ‘. 77712n1n1 U11t A LYNH ALERP.E PE/ W 5 CERT. Of RUTH. 129296 •-• •. OwOn P•.aw •N) Or 14014 WIMaa.. Al Arch Glom. WOYwr WYm NY.r2T 2115'1r 27-3r Ir 331/1 3T 32 0431.r22 .907-130 4901-130 +90-130 *101.130 4413/-130 41101230 .98/-110 28-/3710' .00.130 490-130 .903-130 .900-170 .901-110 .903-330 .90-190 3a5T D H-130 .90'-130 .9G-130 .9a.133 .94-130 Kd-110 .9W-130 s 1 .r .9d-130 1.901-130 H01-130 .9a-130 H 5-130 .900-170 .901-130 war 010-130 .901-130 .90-130 .90-130 H31-130 .900-130 4600-130 30 *70-130 H01-170 H5-130 404-130 490-130 .90.170 .90,-130 CT 1 H0/-130 *907-170 H00-130 40-130 .70-130 460-170 H0-130 72 .901-130 +90-130 .934130 .90-130 .92-130 H3-124.9 44/01-1157 711° .00M30 .90'-130 410/-130 .90.130 H0-1252 .90'-115.7 .90-100.9 94' H07-130 410.130 .919-130 *90-130 *70-118 A FOR GLASS TYPES: •. • • • • •• • • • • • • • •• • • • •• • • • ••. • • • • • • • • • • • • • • • • • • • • • • •• •• • 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN): 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090' SG - 3/16" AN) "SG'. SENTRYGLAS00BY NURARAY AVER/CA INC. WINDOW HEIGHT WINDOW woTH SEE SHEETS 114 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • - • • • • • • •• • • • ••••9 • • • • •• • •• • • •• • • • • il@A1C756V•EO • ra •FMii`• • . pai��ir l4• 43;.;1.0796Doc 2023 TABLE 19: 0..0n Pews. (Nab Windom An.Fhe9 la • V.r9.. Fran. A..mrc17 The W11Ye-VM9r NNW 22 25-1014 274e' >P 33-172 3.2 32 Arch0001 Anchor Gram Arch Group 4e170 roam Arch5A04P Anchor Group Arcbr Group A 5 C D A B CA0 A B Ca0 A 5 C D A B C 0 A B CAD A 0 C 0 a3109.23. .7040 *7040 47040 .7040 .7090 .7040 .70470 .7040 .71340 .7040 47010 .7040 +7040 47040 .7040 +7040 .7040 .7010 .7040• .7040 0170-00 .7040 .70140 .7040 .70H0 251114 .7040 .70740 *7040 .70140 .70740 47040 .7040 .7040 *7040 .70/40 .7040 .7040 .7040 .7040 .7040 .7040 .7040 .70 70 .733-00 .70040 47040 .7040 .7040 .70140 .70-00 3 .33" .773 0 .301-70. .7040 .70 0 .7040 .7040 .7040 .7040 .7040 .7040 .70430 .7040 .7040 .7040 .7040 .7040 N040 .7040 .7040 .7043 .7040 .70140 .7040 .7040 .70H0 .42 .70-79.2 041.1 +7043.1 .7040 .70144.4 .70140 .7040 4701-749 .7040 .701410 MY-73 .70/40 .70/40 .7130-00 .70-79.5 .7040 .730i0 .7640 .70-751 .70190 .753-00 .7042.9 .7531 0 .70140 .756 0 5557' .70.723 *A37.9 .149.3 .7041 .70/40.1 .7040 .7040 4701-74.6 .7040 .7040 440.2 .703*57 .7040 .70140 .701-74.4 .701-03 .701 0 .7040 .703-712 .70/40 .7040 .716-759 .701299 .7040 .70040 FT N41 +1-44 6 .3-65.5 .7040 .747.5 +700205 .7040 4•143.1 .7641 .70 0 41-054 .716-74.9 +70149.6 *70/53.50 442.5 .70143.9 +7040.3 470040 .740.1 .701432 .7040 .7<5.3 470/-759 .70. 0 .713-70 03" .8.05.1 .040.5 .A35.7 4701-947 0.4.3 .70423 47040 440.1 .70-77.1 .7040 443.0 .701-71.3 .704153 .753 0 .1-004 .753-79.9 .70-705 .701-00 N-07.2 +70-79.4 .70/40 N411 .701-72.3 470146.6 .75- 0 ...o.c ,.. 0W7 Pwww O.Ob 1.414.4 AwchO a. i06100161Rmeb.aiq• Tub WOY"%WO ..Yen 28.1.1r 27W 3r 3342 36. 37' MYs ON. MAN Dam 1.410/ 040 Au. ONm Anchor amp Melol Grow An*, Gaup Al Al Al A. A S CAD A 6 CAD A 6 CAD alder 23. .7a40 .7010 .7040 .1043 .7010 +7047.4 .7040 470010 .70435 .7040 .7040 .70.711.2 .7040 23-15112 4040 .7040 47040 .7010 .711040 .7043 .7040 .0040 .2010 .7010 .7047.9 .704 47043 3642 .7040 .7040 .7040 4010 4040 2046 .7000 .75740 .75040 41340 .7040 .7040 .7040 g 49' .7040 .7040 .7040 .70i NV. .70N .7 040 .7040 .7040 .7010 .70W .7000 .7010 } 6044 .3040 .79040 .7040 .7.49 2040 4040 .7040 .70447 .7010 .7040 .7010 .71/440 .7040 OP .7015 .71490 47040 .70140 .7040 .7040 •7040 .7040 47040 .7540 .70010 .7040 .7040 AS .7040 .3040 .7540 47040 .7010 .m40 4040 .70340 47040 .7040 47040 .7040 .7040 72 .7040 .7040 .7040 47040 0040 .7040 .7WD .70030 .7040 .7510 .7040 .7040 .7043 N. .7040 .7040 .7040 470/0 .7040 .7049 .7040 .7040 .7040 .7040 .7040 .70H0 .7040 N. .7040 .7040 .7010 .7040 .7040 .7040 .7040 1) SEE SKEET 4 FOR ADDITIONAL SM E CONN3U A770N3. 2) SEE SHEET 4 FOR SNUBBER "'D v CN19. SEE SHEETS 1 a 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTMES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REWIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 a 4 FOR WM0044 ANCH10R LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL 4NG170RS REWIRED FOR THE FRAME ASS2474 Y TUBE. r Lo So 3 O bgg 0 4-3 -3 N m 0 8 ▪ 0 Y O g,O &-, `111Ku 17N, qr p11 LT * : • N0. 58705 • ANAL E 1 rr,,,nnitla A YN, HALM RE_ PE156A3 • • • • • • • • • • • • • • • •• • • •• • • • ••. • •• • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • 1!m Dory. 0 OnatpIon Material 1 7002 Mein Frame Heed, Sill & lamb 603346 Alum. 2 7071 Anchor Flee -13 Alum. 3 7003 Sash Top, Bottom & Side Rril 8083-76 Alum 4 7008 Frame Caner Key Sled 5 7009 Sash Comer Key Steel 6 7078 Franc Gasket Varyl Form 7 7072 Sash Comer Gasket Weil Foam B 7070 Bulb Weatherstrip .187' a .275' Flu PVC 70 10 7024 Maim Multl-Polnt Lock Steel 11 7026 Lock Support Plate 9le4 12 7014 Muld-loch Keeper Steel 13 7013 Tle Bar Guide NW. 14 7015 Tle Bar Assembly for SS 15 7028 Maxim Dyad Operator, W W4r24' Steal 16 7027 Maxim Dual Arm Operator, W1 24 Steel 17 7030 Operator Gasket Vinyl Folio 18 7031 Operator Backing %ate Steel 19 7061 Operator Spacer Block N14en 20 7032 Stud Bracket Steel 21 7033 Operator Trade & Slider (Dual Arm) Steel 72 7023 Egress Hinge (Heavy Duty), ManN. b9TnM Steal 23 7050 Fgreu l0nge/Wesheble (HD), Manta. by Truth Sled 24 Snubber, And -blowout Clip Steel 32 1713 Setting Mock 5/32' x 3/1r a 1-1/4' EPOM 33 1714 Setting Block 5/32' a 7/lr. x 1.1/4' EPOM 35 7036 Lame Bead8 8083-T13 Alum. 36 7042 Land Bead 6001578 Mum. 37 7059 I.,I Bead 8083-76 Alum 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 039 Sllimn Badrbedding 60 7006 Screen Frame 3105/114 Alum 61 7040 Screen Corner Key Poyp,pelsns 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stemless Steal 70 1.34 Add -on Flange 00311E Alum. 71 7004 Frame Assy Tube 608176 Alum 80 8132 a 1/2" Ph. Pn. Mach ScrTYPEB Stakeout Steal 81 1157 IS a 1/r Ph. Pn. SMS Stainless Steel 02 08x 5/r Fl. Ph. SMS Stainless Steel 83 Mix7/r Fl. Ph. SMS Stainless Steel 64 as. l'R. Ph. IOC Stainless S4e1 a5 aax r Quad Pn SMS Stainless Steel 66 MIX 1.1/2' Quad Pn SMS Stainless steel 87 a10x 1/2* Ph Pn./TEK Stanton Steel e9 1,10.24x 9/16' Ph. Pn. TYPE F Stainless Steel 90 012 x 1' Ph. Pn. TEN Stainless Steel ASSEMBLY DETAILS • • • • • • • • • • • • AU. METALS SHOWN FROM THE INTERIOR • • • c. C. SASH AS REQUIRED PER CORNERS TABLE S,SHEET 4© O I J O I i � II\-0 „....... 4 INTERIOR jII A O FRAME CORNERS 1070 TECNN000CT DRIVE N. VENICE, FL 34275 (941) 480-1600 aso mn•am7 LL ALL ANC. CERT. Or AUTN. /29296 Noosed 1M One: JR 05/25/17 • • • •• • • • • • • •• • • CH: NO NO CHANGES THIS Noosed er lb. PRODUCT REVISED aa.emtimg mid, UM Fbid, 8,411C49g Cede Acccpa No/ _0(04./4_ ott. Dy 0.0 nrm' BOM AND CORNER VIEW CASEMENT WINDOW DETAILS LM & SM 08/08/12 Ser:n/N'dek Scde: Sheer. ['rowing No. Roo CA-740 NTS 10 OF 11 MD-CA740-LM C C0000 Nr J ROSOWSKI • • • • •••• • • • • •• • • •• • • • • • •••• • •••• • • • • • •••• • ••• • • • •• • • •• •• STRUCTURAL POLYISO6UTYLENE WITH DESICCANT SLICONE -—HOT-MELT BUTYL STRUCTURAL SILICONE FOAM WR71 DESICCANT EXT. GLASS EXT. GLASS 00 KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS NT. GLASS ALUMINUM REINFORCEMENT 5r1S NOM INT. GLASS DURASEAL® "`SPACER 3H6' NOM. NT. GLASS SUPER SPACER®NXT "' POLYSO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FLL AREA Stir NON. SLICONE SEAL XL EDGE" SPACER INT. GLASS Part*, Description Material 100 Kommerling 4SG TPS Spacer System 101 Ou•nex Super Spacer roM with Hot Melt Butyl See this Sheet br 102 Queries Duraseal Spacer Materials 103 Cardinal M. Edge Spacer e1Ld 717, 2.11191 OFRAME HEAD SILL 8 JAMB 17002, 6063-T6 rms. s -- J 423 +` fF—f `— FIXED RANGE 1 C)ANCHORPLATE O SCREEN FRAME 70 ADDON #7077, 6063-T6 #7006, 31054114 #134, 6063-T6 re AS rif .965 00BEAD B BEAD C #7038 6063 T6 36 67042, 6063-T6 ▪ • • • • • • • • • • • • •• I 1.15tr_._1 2.135 3 SASH TOP, BOTTOM 8 SIDE #7003, 6063-T6 • --. t.*' • •••• • • •,123' — • i • • • • • • • II II 2.701' 71 FRAME ASSEMBLY TUBE N7004, 6083-T8 r� SST 37 stt Lli Ultge NY LYN® '' * ; No.556705 1 6 4t: �SS/ONAL '771uunttl"� A LYPER a.ER P.E BEAD D #7059, 806376 Revised 11l Date: JR 05/25/17 NO CHANGES THIS gr.. By, Pater PRODUCT REVISED • emptying niu•e florid* Bals•• Code No 17-04,1 14- E* a r Dye 2073 M 1070 TECH1OLOGT DRNE N. VENICE. Ft. 3e275 (9e1) e90-1600 ROT ALLNO MD IN Oesnyt.: EXTRUSIONS & SPACERS J ROSOWSKI Tr.: Oak, CASEMENT WINDOW DETAILS - LM & SM 08/08/12 CERT. OF MOH. 429296 ..ern/uadN: Score: sent: D.o.ug Na Rev: CA-740 NTS 11 OF 11 MD-CA740-LM C DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DARE COUNTY PRODUCT CONIROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F(Z$6,) 315-2599 owwwsniamida leftov/econonre • • • • •••� • • •• • •• • ••.• • • .•.. • • • .... • • • • This NOA is being issued under the applicable rules and regulations govemirfg Vie:use oreQnsTructidtf • • • materials. The documentation submitted has been reviewed and accepted by M &mi 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-DaeleLo4tnty Pra▪ ducf Control • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) resat'✓ethe 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.T. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, PE., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... •. A. DRAWINGS • • •• • .. . . .. . 1. Manufacturer's die drawings and sections. • •• • • .... (Submitted under NOA No. 10-0819.05) • 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum 'l abe Vuili(va ',:4heets• 1 • through 25 of 25, dated 08/29/11, with revision C dated •06119/17,•.prepared B :••. manufacturer, signed and sealed by Anthony Lynn Miller, P.... • • • • •• : . . . B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •. 2) Uniform Static Air Pressure Test, Loading per FBC, TO•02-94 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 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) . . . • . . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS • . ...• • • 1. Statement letter of conformance to FBC-5t Edition (20141,44FBF; ;,1 ditioA •„� (20147, dated 06/22/17, issued by manufacturer, signed and saalhd.by Anthony Lyon . Miller, P.E. • • • • • •• 2. Statement letter of no financial interest, dated 06/22/17, is§iit8 by manufacturer :.•. . • • • •• •• •. signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS • • • • • • • 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industes,luc. foi their Serids...: "PGT" Clipped Extruded Aluminum Tube Mullion — �,.1V�.I., a1?pr4ved on • 04/14/16 and expiring on 05/26/21. 7r Jorge M. Plasencia, P.E. P i duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E - 2 • • • • • •• • • • • • • • • • • • • • • •• •• •. •. . • •••• • •• • • • • • • • •. • • • • • • • • • • • • • •• • • • • • SUITABLE FOR AU. LOCATIONS REOUNING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: WIA.TPLE ,-321011/50 WON FOR 9E701.1. 1Aa1-•1 MILLIONS 6E00EIAS .7E7• 324 211.11. 1.2223111 L110111NPO/i 1.crN 365 OCH. -- 1AAAI0 MEETSL• - -_M. NC Al I24570 ins 027AA3 AOAK SHEETS 2.• ADDITIONAL SIMPLES OF MULL CONFIGURATIONS: SINGLE MULIJON SINGLE MULLION 58E CORWIN: AE DETAIN FROM FXWNE 1500W. OOOESJ STANDARDS USED .2017 FLORIDA A BUILDING CODE (EEC). RTH EDITION • 2014 FLORIDA BUILDING COOS (FBC), STIR EDITION •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL ADM-2015 •AS18100-12 •AISC 20010 AROEA TORE ecr2HIem1776105 110C25163.*5 400E SEEMOWL 127 Aas OPEN". mitywr Feet 110RDONTII SEE C..6 MA1 SNEV3 199.75711.105SI1A PICr 1, SPLIOF. ANY ram. WIT SE 111.T. 1AEU rv6r. MIl1 LENO111 017.010 WORN FOR VERT,CH 1A*L rcRVM 1.1.1 ., MULTIPLE MULLIONS • • • GENERAL NOTES: • • 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE NAUOITON TO MY ANCHORS REWIRE QF RTHE gUl(�1 • FENESTRATION PRODUCT INSTALLATION. CEDINSTALLER TYPICAL APPLICATIONS ARE ICI)SHOWN. EACH SITUATION IS UNIQUE AND lD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR DI WOOD B I U:#0 MIST BE ANCHORED PROPERLY TO TRANSFER LOADS ANT ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF ME MULE° UNITS. M UL ONS HAVE BEEN TESTED AS 'FREE-FLOATING AND DO NOT N® TO BE DIRECTLY ATTACHE) TO DE LIUUJON 0.PS, BUT SHALL NOT HAVE A GAP OF MORE THAN NE FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNOLOADS CORRESPONDING TO THE REQUIRE DESIGN PRESSURE. MULUONS ARE CALCULATED TO DEFLECT NO MORE THAN um THE 10 STRESS INCREASE WAS NOT USED N THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALE OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS APO S BEYOND THE SCOPE OF THESE INSTRUCTIONS 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS T0000TEAMNE PRFSO SaO AND ANCHORAGE FOR THE COMMON MULLION. SEE DI -MAPLES ON THIS SHEET AND SHEET 24. FOR VULTPLE (NITS. CONSIDER ONLY IWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE ANO ANCHORAGE TABLES. DE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION RR(OUCTS SHALL APPLY. 8) WHEN FINDING YOUR S12E N THE MULLION TABLES, ALWAYS ROUND LP TO THE NEXT 5ZE SHOWN ON THE TABLE(5). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. W000 BUCKS BY OTHERS. MUST ANCHOREDBE URE. ANCHORS L BE COATED OR CORROSION AS APPROPRAT FE MR ORSUBSTRATE MATERIAL DDISSARRMMATTERASHALL MATERIALS SHABE PRORESISTANT PROTECTED A NTO FtEOUEDPREV7:7TJT REACTIONS. IS REFE LNCE TEST REPORTS: FTL-0443: ELCO LATRACONAGGRE-GATOR NOAB 9) MULLIONS AND CLPS NAVE BEEN DESIGNED 0 TESTED TO COMPLY WITH THE RCO(AREMFNTS OF THE FLORIDA BUADOHC CODE, AND ARE APPROVE FOR IMPACT AND NON -IMPACT APPLICATONS, MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS 10) MIA4IONS ARE N COMPLANCE FOR USE N THE HVHZ 11) GANTRY OF UNITS YATH71 A MULTIPLE MULLED ASSEMBLY S UNLIMITED PROVIDED THAT THE SPAN AND OPENING W DTHUTEIGHT OF EACH NTHVOUAL MULLION CONP11E5 WITH THE REQUIREMENTS OF TEE NOA • • • LGTRUCTICN5.�.•-.--.•-1 ELEVATIONS _._- --•.1 PotM.LLTOlX -.3 WGI LLATO • Mom. •-._ 2 B L_LTO ANION NOTES_..___._ 2 sSAI TO105 S11. swirl TO 61EEI_LSTUO_..___. ILTE20AT57E 6. MU 116TAl1ATgI_..__._X 1 X 2 X.126 01RL8PECS____6 1 X 2 X37604J.S7FJ'6 _.._6 1 X2.75 X 375 ANAL SPECS.._._7 X 2.76 % 16 ANAL SPEC6_._._6 1 %1125 X 300IAAL SPE0._..9 1 X •X.12S MULL SPECe-_10 1 X • X 175 TIRE WILL SPECS_ 11 X • X.275 TANAL SPECS.__ 11 25X 3.'66X 266 MA2SPE522._12 1S3X 125 X.100 MIL 66E721....13 1.5 X 1255 X...LI.SPECS__1• 125 X 114 X 224I6A7. SPECS._ 15 2X • X.26 MXL 811E1:711---16 2 X I Xa WI117 1.6 X2.11 X.I25 UAL SPECS_ 16 Sr X 525 BAY ANAL S11E126__ 19 •TX SE MY HILL SPECS___ 20 MAIM a CUP 055110ON8__. 2' 23 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REOUNEMENT (LBS'F0) FOR THE OPENING USING THE ACE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH 3) REFER TO SHEET 25 TO DETERMNE IF THE WIND LOACING IS'RECTANGUL R. OR 'PIA N'UlAWTRAPEZOION." L) FIND THE CHOSEN MULLION'S MULLION CAPACITY RBS7P)FROM TABLES IA THROUGH 180). ON SHEETS 5 THROUGH 20 RESPECTIVELY. USING THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING F THE MULLIONS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(US'FP( OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REDUNEMDST (LBSFP( FOR THE OPENING OBTAINED N 11AL STEP 1). LENT/ 5) FROM DIE SAME TABLE USED N STEPS) ABOVE. FWD THE VALUE N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (UGS). THIS VALUE - REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 18 FROM THE ANCHOR CAPACITY (LBS( TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN SAY APPLY) SELECT AN ANC DR 0.P PATTERN AND VERIFY THAT THE REOURFT ANCHOR CAPACITY S MET. 7) F DE MULLION CAPACITY (LBSIFI') OBTAINED N THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REOUIRE7.ENT (LI9SIFP) FOR THE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOVER ANCHOR CAPACITY REQUIRE. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 5) VERIFY THE DESIGN PRESSURE RATING (IBSIFT) FOR THE FENESTRATION PRODUCT TO 9E USE ANO COMPARE WITH THE FINAL MULLION CAPACITY (100(FT) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HGHUGHT OPTION USE AND TABLE VALUES USE IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PEONT. 0 yN S' U Z O .co O tzz� PRODUCT REVISED as vyyFS3 with the A1W SuPPoil NOA-1 Code 174630.01 2op1. 0w1 Mae 05262021 p PreAlet Control 11J L177 SLY LYNIy ' P * : No. 5870S * O / 2SS/<<orlm 4, 7 ORAL 1 A L✓IGid MMIHRW.E. FL P.E.5507'05 .... • . • • .... • . • .. . . .. • . . ... • . . .... • .... • . • ... . .• . ..• .... • • • . . • . • • • • • . . •. .. . .. . • • . . . DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) BMA TIE STAMM OR CORM MP MAIV M MENSES ST TIER MEMOS. FRONT VIEW EXTERIOR TSP.MOROR PETIT SR..STRAR SE MA MS 1E10 3F . S FOR RDpO .l6PM XFOR ILL M A MO SIDE VIEW INSTALLATION NOTES: I) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS SASED PARTLY ON RE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE MEG.FOLLOWING SHEETS. FOR DETAILS M0, EITHER THE STANDARD OR OFFSET CUP MAY BE 3) ANCHOR HEAD TYPE MAY BE PANNFAO. 553335AD OR FUTHEAD. AL H) WOOD BUCKS ARE OPTION. SEE DETAL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN M r TOR COUNTY. USE ONLY SM Y DECAAPPROVED DADE USE ELCO U_TPACON OR ELCO IN' S.& AGGREGATOR DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR EN OFFSET OP .RECOPSSOED FOR PIERMINO RSS�w.S.M0 MA3 ALSO SE OR MED F ORE TR FRAM MEE RCP MICR PER SURSTRATE. SEE TNAES 11B-1R T EDO 0HANCE NE STAE 9 161A 5E EO04335.3E NICMRS mrE o4TEr> E T3R Lv�BaNRY ArrADAs � �_ SIDE. VIEW SMEARO OFFSET MULL CUP WY BE O9TNLED SY INS 1E11 TYP. AN3N1R SR.0IRATE SCE SRTATAER 1.131 BM SIM TAMES E Q 39 D U D: .L� 1 5, N_ co co w 0 IO Q IZ PRODUCT REVISED B W5CRSPCInE with the 15182 NOMIa 17-0630.01 ExphM1 1 DEIE 05126I2021 . Y ?RATnnnult �.�ONY LYNp,,'',., • 't i'A.�R:EM35 ••�.�� :� * , t�7No_ 538877717. 7005r-7T�;'; *. • ATE S�ONAL i?.• L 1 IigER, P.E. FL P.EA 58705 •.. • • • • • ••.• • • . • •. • • •• • • • ••.• • •.•• • •.•• • • • • • • • • • • •. .• •• • • • • • . . • • • • • • • . • • . •. • .. • • • • •. • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) I.12]KS0ON0ETE GP CM ( FRONT VIEW THE MR. ass RECONIEMED Fa FEI RATED WINDOM.MR WY AISD E USED ran OT1ER MADE TYPES. . MO4l PER TssrwSE, SEE TA.m IS-1U EDGE DmMIa !GE rrNEs IN1Ysufa•C2TE O WO I... SIDE VIEW INSTALLATION NOTES' 1) ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2) QUANTITY OP ANCHORS MD MULLION SSE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-0. EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)OEAD OR FLATHEAD. S) WOOD BUCKS ARE OPTIONAL. SEE DETAL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS N MIMI-DADE COUNTY, USE ONLY MVW WASE COUNTY APPROVED ELCO LILTRACON OR ELCO 1M' SS. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR MIS. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: (U-CUP) 1) MAY BE INSTALLED N TEE OR 'CROSS. INTERSECTIONS. IFIERSECRW FRONT VIEW 2) MAY BE INSTALLED NOR0 ONTA'.1.Y (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. E12STEEL SCRFWA SELFGRILLND a1YIIEJREL IIa21W AND USEMO MULLION EXTERIOR SEE S.EETS 2143 FOG Ma LCGGIONS EDGE DBTANCE� SEE 'ASIFS M.. DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) .-s-wcn/E ANww PER SIIB5TD4TE. SE[ DMIIES10438 SEE SHEETS 2143 FOG NdE Loumle FOR STEEL BT1.TA TMNE.R THAN GA MO aGaGvarWTM THE F.EAp. MM.AGM WOO, BMX. WS' VEGA TT*O*C.T 5T CT116E DE GOOD Anon SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SLEETS 520. FOR OUAHTTTY OF SCREWS. SIDE VIEW SIDE VIEW osfANCE - SEE TABLES >e an R 0 N U D: L d j 9z 53 W N_ 5, y W �Z gg_ RO 8Z 'a m Z 0 O PRODUCT 1I1EEREVISEDthe Florida as 5.dMlioxMM,Csd. 17-0630.01 EgiFMbn Cats 05262021 "BILsaTIPnadspet Gwlwl • • • .... . • . .. • . .. • • • .... • . .... • . • . ... . . ... . . • • • .. .. .. . • • . • • • • • . • .. . .. . • • . .. • . . . • • • • . EXTERIOR DETAIL F: FIELD -MODIFIED MUWON CLIP (F-CLIP) SEE C132M AR MEETS 1MA11 FOA rgTMJ0ICW MAXIM SUOVRATEO STAMN101Au.'OI GP DM FIT SOO COPOOIDW. �O OI SIDE VIEW NO N ATN IX4'X.IOS• IAAIXYI �MILLOn f .s.,__Tw.AAOOE SEE Tome ISLe MD WOOD STEEL MIIILCW d1 MA 01Ore STANDARD OP TO SE MOWED tiFRlO. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11/ X.12S MULLION. 2) SEE TABLES 1 B-133 FOR ANCHOR OUANTLTIES NIO SHEETS 21.23 FOR HOLE LOCATIONS. 9) THE 2XS CLIP 15 NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) EXTERIOR TOP NEW T3.A.0333 OUOSTITICE SC TASTE] 16M5 1•%s% 1O. MOLE 01. PBi MIAOW E'Q MOO SE NULLED IIsOE O NULL DETAIL M. BAY MULLION NSTALLATION (ANGLE CUP) Xr OR AV '-me TOP VIEW TYP.AIICIICA P N MSSIIMTE SEE TABLES I®OR I* EXTERIOR S%CN ML OOP. 2PIR 130.Ol DD. MUST. M:MIEJ NICE OMTNAI. NOTES FOR INSTALLATION OPTION 0 S H I) USE 2 ANGLE CLIPS PER MULLION ENC. CLIPS MUST BE INSERTED INSIDE CF MULLION. 2) DETAIL G. SEE TABLES 161AB FOR ANCHOR OUANImES AND SHEETS 21-23 FOR HOLE LOCATIONS 3) DETAIL H: SEE TABLES 156 OR 168 FOR ANCHOR QUANTITIES AND SLEET 22 FOR HOLE LOCATIONS. a • 14 U CE No L 1 PRODUCT REVISED IMoempIg vme the MOM. NOANo. 174630.01 BXp4Etb.E Dab 526/2021 .T Mon t 1111 IIIS * No. Maw.1.13 =A�. •�NNN� '*, ONAL EN�2`` A L4MNIMILLEIf . P.E. FL P.E.# 58705 ••. • • • • •••. • . . .• • • •. • • • .... • •••• • • • • • • • • • • • •• •• • . . • • • • • . • •. • ••. • • • .• • • • •• • • • • •• • • •• • •. TABLE IA OMw1Cond*TMlem*B5 1222.12D Ph. Tubs "'" CpenbgNN0 (Lar 201ca`•1•ril0ni•wl1) orOp•1Ag Neidl4pwH101ImY�`1p.70SI 2M•) tali 1•b 111 MN OM 110 IN IN 10In We 1MbYb TiOIaO lY0 111.4.12 1�0 Ttr. lie R1 t0211 11Lmam V2.V IWamy Lamy '110Rb4 122.0 La. L22.0 Nap Ire UA41Y0 :12.c 4. 142.0 3r0 14tl0 162l0 1 Ili Ii , II is i II liiiiiiii$IIiiiiiiiiiii1ii1il i 101 tr0.4 m 711 4M 1011 321 O6 401 114 )1 Q4 m Mu iiiiiiiiiiiiiiiiiiiiiiiii#iiiiiii 211 Y! 4w 1M0 T1 AM 4n 30 IOTA 012 11 b4 u 26.1 404 312 1b.0 AD 311 244 XO 214 4• 312 7NA 612 319 2N . } 3 ab 111.1 4. Mix 3.12 Ri A 91 30 MA MI 024 311 134 at X1 261 67.0 2411 424 312 1117 20 OA 312 113 244 37.6 311 AO 21 311 2A 40.2 SB MS al M] 211 MI at 440 210 10490 A! MI Re 234 Su FM 17! 224 4U a1 Al m XI 2.1 X1 22 3U 2M 10.1 ]a 311 91 al 211 Xl IA X4 20 XI 123 WI 247 A! 237 431 Y/ MA 202 37.1 97 444 1• 310 M 411 IN 212 97 MA 1114 213 717 XI 1A 216 20 X' to WA 97 3. Nb 2m 41.T 170 Ste a X4 t� aA a 311 IA 91 2a X6 1X a! a D.1 1X lu TO X1 137 1.0 2a 210 I• .n 16.4 101 X3 1X AA IH 303 112 217 tH X1 H1 X1 121 x6 141 n4 IN 22D 1w ILL 111 211 Hl •b XI 1A Al 142 21.0 IA 261 la MA IA 31.1 136 16.0 116 21.0 034 •b 240 212 /3e 213 to 70.6 la 11/11 114 10.1 1a 17.6 110 ab 110 TIN 11.0 U! 05 116 10.7 142 IRA 104 16.7 135 10.2 10 ANc110R CAPACRY ADJUS TABLE 10 AnSNMGp PAUIIM 6234.2 ArAr7w0 6qp OIMM 4k14 EOleeb222 AlWIg2 Came22 TAW MO ilk Cow. Mif Bee Ub2m 110 EA 1111cw 211111a1 • I.73I10.0.G I60A2r0r Mr 2Fb 11 I 80,1210113005. 011.16wd0010t0.10028 A 4 Amu .! 16 0.c mh1MMam; P.M 2 Aewr 0 EAY YN. O.C. 111GIP .113.0 17117 43 wA 62. 1Ab 2 Ana. • 1.M WO.00/Fmo M a: 24IN NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCOR VILLUES AS THE STAI]ARD CUP. 27? 6124 2-1? trill• 1-W 1Ytbe 77720 1W 31112 Ft2IA2ew ✓ 1 61? 4W FIGURE 7: • 1 AOmr/FOG pb FIGURE 3. • •11 FIGURE 4: • • ab 400be 11112 FIGURE 2: aIN 700b 7Mb WA 1AN YOB 4Yb 0N0IN WA 0Db WA ffib wA WA IAN WA WA • • • • • • ANGLE air MUST BE USED N PAIRS. FIGURE 5: II II • FIGURE B. • • sew b 1261114, WA 221 12Lb R0 ) 0•b 90b 1 VIOIs wA 1 101 "Ng W ON NA.W0266 R10Elm 1.1441 32404 WA 10 be IA to 1Nb WA tab WA 61? Ulf INb WA NMb WA MOW WA A00.. Mown 2' 171 b 1Mb 167Oa 0.1A7 4W Wb wA MAQN 1M' SS 1222 .10.00 O• b 6•b4 1102112 PT* •26 9.1 01.2 17320 010 VAIN 100 use. I1a e2 PIN VIN v26 liana lab alb :ma 211 es I .12 VAIN FORMULA: EP ) X / ANCHOR CAP.,�.�\ ANCHOR CAP... `MILLION CM..�....II USE THIS FORMA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE MENNG, WHEN R IS LONER TRW THE MALIGN CAPACITY (FROM THE TABLE) OF TIE SELECTED MULLION. IT WILL YIBD A MINA/UM ANCHOR CAPACITY WHICH MAY BE USED TO002IJ Y ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING T-IE TABLES AND SKEET 25 FOR INFORMATION ON LDADPO. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR NTERPC4ATION BETWEEN MULL LENGTHS ADIOR OPENING WUTHS IS ALLOWABLE 3) MJION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DPUJ213IN THE FIELD FOLLOWNG DMF)1S)NAL REST AI.TNNS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE IODATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIE D.ATIO S. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CALL) SHALL CONFORM TO AMA C00. W000 SHALL BE PRESSURE -TREATED YSLLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE OCO3-T5 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A 'ANNUAL GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEER TO BE AT LEAST .125 THICK AND A3E ALL ANCHORS INTO METAL SHALL ECTEID AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL PO S 212 ANCHORS INTO W000 MAY BE STEEL. 184 S-S. OR 410 S.S. 1'X2-%125.062.10 4 p 5v t❑8 L) a11O 0 7 2 X CD 5. 03 c o' W W (O U lz A 21 J Z 0 PRODUCT REVISED In wllb IRA FAO. 3RD▪ A-Ne. 17-0670.01 Expiration ODte 05/262021 BY Mims ' act Control t.1111/1/. t140 Y LYN,y� ; * ; Ne.58705 *, :q STATECIF '• SSG NAL NG A 041 MWWIIER. P.E. FL P.E .E 55705 .. • . • • • • • • • • • • • •. • • •. • . • ••-2•••• • • • • • •... • • • • • • • •. .• • . . • • • • • • • •. • •.• • • . •• • • •. • • .• • • • • • • •.• . • TABLE 2A OW*. Camels TableMOM 12 2 a 371 I"5.1,3 ponlos NNW ONrotea2F.par77e mews) or Opening Helpbl (forl9600rtIo spaying micro) O0 O. AM O. OM 1Rb 0'0 19. 11R 20 n 102.p. 79.29 2Ol.pb Md0 ,..0..... lad. 16Y,60. IS22 32.0,.3 .09 002.e4. I6d0 110,7l Ledo 0129.2.00 700140 11R490 Lad' Pamper Imo T16Pnn.0 Low. Ad14b 1290 722w11 .22 0.09. Imo TO 92.0 Ima10 2w140e 11 14 1 1m0 Imo 1*3 1 ilif li1 iti$#!iI lit 111 itifitiiitiii1iiitiIititi1ii!1iii€i$i!iiiIiiiiiii1i$iIiiIIi II III1 h15gIi1 II II II 111 II 517 no li1 6M 1662 II 217 NA II 6M 226 111 517 93.7 111 612 121 i 517 .M WOO 633 1100 93 1N3 62 1700 471 1217 6122 en a 106 27 1.0 62 122 OM Kea 217 OO OM 196 MA 1210 62 1330 411 102E 21 1122 IK 100 59 102.7 100 Al 537 11321 22 676 507 100 97 .9 Ow 20 20 917 607 .0 306 .4 507 .0 1613 20 977 93.0 206 356 061. 127 MO 1K6 90 261 M .I 371 741 2. 0.0E 264 212 ® MI 223 576 62 '61.3 MO Ctb 91 .O 2. 4t2 466 160 d 37.0 ® 120 >. 324 IE 220 313 rM 91 90 1213 96 71.2 CO Mt 31 M0 m r27 m 91 90 17.2 312 415 40 .0 113 427 9) 022 91 366 ILLY 612 M AS 400 61.1 30 337 IM 212 39 /23 02 . I 22 S.32o ITO IN MO 331 3-.2 So313E As IR 016 ]M 42 2R 31.1 I1 N G S. ILO Q1 9O El R l . .5 29 10.5 9140.5 220 iOM 420E 23 001 674 22 Ma 2M 212 29 24 SI .2 211 III no 320 W III 3114 37.1 DI 10 22 91 21 211 101 9.5 96 1112 294 314 29 Ma 294 X. .11 ./ 212 010 230 S0 iD RI 15 312 265 37.5 21 22 202 341 216 20 2. 318 I16 91 32 26 .1 115 162 90 1> '96 20 16 20 27 A T■a 71 2. 20 ?s W O 1. AO 225 RS 97 29 211 1. EI 33 26D 10 AO 221 as 12 AO 212 221 WO12.0 2E 203 12 900 29 R6 1. SY 12 113 28 1. 1A 1M M 226 177 125 22 27.2 173 911 2R 710 1A AT 2.E R 21 lP 170 2M 27 1.03 22 1t1 IR 1211 2M 43.E I. . 1. 26 24 15.2 19 1M 213 192 220 103 231 22 91 125 A2 112 222 12 17.7 112 Al 19 117 1R Al 27 14 2 20 16 19 11.0 1R 152 1R 11 192 144 19 6.0 12 1. 152 107 116 144 AO to AI 19 21 11 .M 122 RI 16 112 ..v .2.,11 TABLE 2B An06W Cowry TWA R•) W. OM I.142 MR/ PT.. Antics CIM Potters. 6462.2 61sMryP. 2719243* 22 BO 12023 1N'Eb OW. 10040 YIR[s MF10w� 1/1'Roo tom.AOIOb .. 262.2 LMEt0 11.m ve23R1 6i3M 0.+10921.v9R 31262s' r12 12 2e0w FOI Apati.r tool coos. 1• xvr r 11? 11T r xlrr r xt/r r x•2r r o1r tor 2324 SOB E... TN I.Yr 1-22 1.2 1-32 T -lr 1.12 1-12 312 322 1,2 25I62 r ]Wb EAT 341b 132 IR26 2 NW. •277 VW 03/5 4.OM012{FC 13 01Rb 10b 160b .7b RP so N11 To. WA 201241 3102 39b 1VA MOW WA 371b WA WA WA IRb Mb 1R0b I424e321.1.fr Y60L12.062 O3R.21222 r I. 0 C. I W 2431903 0. 10032 .12 7O62 700b ?Mu WA Mb WA 1020b 161b 31006 ]Ob IVA MO 2. 19b Kb 122 lb I6226 Alb IRO Re MIN IAaOm• OZ. IUQAs 21222 041. 42 WA WA WA WA WA WA WA WA WA WA WA 2424 WA WA al on too b ]Ob iA,FA.•001rIYL.122 I moo. I F01/ Ps 1T 11 be 195b ]b An es WA 42me 0b 20Pa WA lab 191b Nb WA lob WA 19b 1. i. I b WA lob 341 Rs Wb l AAalnel.tr bb.0C41- If011 rob M L NOTE. FOR THE OFFSET CUP, USE THE SAME M04OR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP FIGURE 7: • • FIGURES: • • FIGURE • • • • • ANGLE CLP MUST BE USED N PAIRS. FIGURES: FIGURER: HI • • • TMETT FORMULA: (D-)x MCH°R CAP. ,-n)_ANCHOR CM.., MULLION CAP..., USE TH5 FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTE OPENING, WHEN IT IS LOWER THAN THE MIAl20N CAPACITY (FROM TEE TABLE) OF TIE SELECTED MULLION . IT WLl TF10 A MINIMUM ANCHOR CAPACITY WHICH MAY BE US®TOQUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR GAPACTYTMLE. 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 ME HCOS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMEASONS, SEE SHEETS 21-23. HOLES TO BE CHILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2141 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI X1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CPU) SHALL CONFORM TO AS1M C-0C. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH M 5G OF 0.55. ALUMINUM SHALL BE 608345 AND BE A MINIMUM OF.125' *HICA. STEEL STUDS TO BE A MINIMUM GRADE 33 AHD .045 THICK (18 GAUGE} STRUCTURAL 5TEE7. TO 3E AT LEAST,125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW hI EADS BEYOND THE MATERIM_ 0108 212 ANCHORS INTO WOOD MAY BE STEEL. 1685.5. OR 410 ES. -I 1000' ' - .325' -r • X 7 X311'MULLION 14 r13 U 8 �2 �g PRODUCT REVISED c.ePlea wN OFlorida5FloridaeOA-np to( 17-0630.01 opi..B.. o.b 05/26/2021 ey vet C611U.l W N 43 O W 1 Z \\\1\11 it llll! •s4,),ONucE��d` # NO. MOOS .13314' YV �"S�ONAL\E�l' A LYM h-LER, P.E. FL P.E.I 58705 • . • . • •. • . • •••. • . •. •. . • . . • • • • • . .• • .• • • ••.. • .• • .• • .••. . • .• • • . • . • • • • .. • • •. • • . • . • .• • . TABLE 3A M1•Mn C1pa6JZTaM8I i 1a27/2 aT Owning Vaal Mr Mr4ulY M•g mitre) or Opening Helptt PP 1137M771757711112 IM•CAO 60A 1M MA 03M 001. MOON 1011 1401n S.M.T05T0 .. 11014 P.m. 1Wp MP R2H.V0. T5P7.1r L66. YQ.a 1046. 71irOr. 4 88 Swam. laps MAMA 1�05 IM em. law 1MMW0 1a61r IM• . lair MAMA A. 3.101r YM.3M l•+00 6019110 1• 10 Yn5•(Mr la... Mf314.0 174.4 L.AW Mir 3116 1a0a 6•ai. 111I II 11 II I h1 h1 11I III 111 h1 III II II II I1 1 1 111 III II II Al 1 1R0 •M ITO0 7M 179.0 Al IMO OW IRO 50 IRO Oa 1700 SA IMO 1116 IMO QI IRO 124 1711 69 44/7 1301 170.0 m 136.0 fan IRO 521 1115 HMO IRO 60 QM IRO 60 10 1700 OM 17.0 IM 1700 OM 1100 10 1700 AO 140 1133 1750 01 151.1 111 1700 677 1>41 110 IRO 00 10 0 1133 130.0 Oa nl 1130 IRO MA 00 110 IRO MO 153 76. A. QM 1151 7A1 747 1700 SO IRl 00 170.0 OM IA1 100 IRO OM 14.5 1012 1700 723 13I5 1. 1740 0 117.4 1052 1100 70 5T1 107 17120 100 Q0 102 IMO 7.3 111 001 1031 007 U0.0 .IMM MM 1700 7s IRO 015 IMl 19 1R0 001 102 107 *47 7R 170 007 1515 770 fal 0/ 1411 714 R0 Oa 1.1.1 71. M. 610 •a 70 1470 OM 70. 674 01 500 e7 735 Ma Hl 701 070 M1 726 Ml .M 141.1 713 1311 10 1171 733 1R7 At 1100 70 1100 SP 017 735 MT 50 71.4 735 0.5 60 RS 750 Mt 57. tm 750 3A Q.S 01 710 9I MI 1 TM WI .M 01.11 M 060 ER 1011 00 1115 ON 611 a 00 547 1162 01 MI 53. al 00 M5 M1 M0 OM R0 SA 031 Ml M7 0A •R al 07 A0 31 IMO 05 1124 IA 03 M7 WI 511 757 m M0 02 60 nt .9 501 MT 715 3 0.0 Mw 67.6 20 II6 00 N3 40 01 In •M�)510 Ml ® S11 510 571 411 •6A 510 512 03 01 510 00 40 9 MO Oro Al •M 0J Hl 510 M• RM 016 RO Al 225 •Q 00 0.0 57.0 110 •0 710 0.7 30 al 460 M.1 00 •M Ps 111 3M Ml 373 M.7 K0 41.0 201 4* 37.7 >e 400 ¢0 M5 001 07 122 33 MO .M 0• M] •M 0b 070 101 91 •0 01 3P K0 •M 0J >s <I 00 µ m 117 •0 .l TM M1 Q5 Mt 151 0.0 00 M.4 3M 220 1M 341 Mt 435 TM m 031 20 M. m 700 MS 315 m 213 330 11.1 m 213 274 712 m 7.7 271 260 m 317 20 170 227 211 39 101 m 113 260 M► 411 M MA MT 3.7 24 Al 1a M/ 717 00 310 21.5 m xl am 111 207 >u MO 172 a7 19 Al 16 2A 110 m .M 34.0 m 20.7 200 Al m 116 201 I71 m 110 10 U 160 115 :CON A 715 227 114 110 211 111 191 00 215 101 10 11107 131a Tv 171 1.4 17.1 W7 1MC14012 CAPACITY AWLS TABLE 3B 160107 r1p.dtyllb• gb1 ...OW ForI W Pr YAM ...1ar MCA. CIp Palms ma AM7s I.Y LRsw 3n: lama a am m w'H.IN6a1 116'EY Mao IM'FIa1 06n I/t 55kta AO�. SMOG EY ONaan W9EY ......... 6131. ....... 02161 ....... 102) 0260 Srw XH) 033a Ty5D5M010X 7 avl 1• M? 1M' 1• TV!' !' 0-I? T 34r t 10F 03v MA Mb f.bMllF HOW 1.111' SW S me MA 117P 1.W' HINT' 1--vf T I7T M1M5 1OR Mtb M0Y 30Y 030 931' Dub tOMb Srpb ZOO. 2Mb 17* 5706 Y 60 As 021m 005104 1170b 1N241177TWA O.G36W.M1aOp5U0.F11T 1.1!MM MS 78Ya0 x07MO01 F1. 21 030b 700b Mb WA GAY 10A 100b WA 101E NA Mob Mob 010.4 WA WA NM T730 WA 7wb M AO. NA WA NAME WA 0 2b MIN �M 231b TOY 117 Os 0 N.M5. 0 6.M93*Y0.6/995AWM OW/AA al 1Udq W0.17A Am. VA AWA 70b WA Nu WA IOA IYA WA MA SHUNT • MY kY 0C. INeb t Sae F4. S3 10134 aees 225E 446Y 6IIb MOSb MOY 14ba 570E 117E ffib 0R194 Mib 0 IN 50b S 64661 0115.11A 0.6/ 03101E 61 101E1 ..,-.enu.un Yob WA 4unwvu u WA I.S IAA CTN WA F STANDARDP. MY KI WA P WA '%_............... WA MM r� Hoc,•e WA cn la-nscv4M0 FMOW SHEET 24. NOTE: FOR THE OFFSET CRP, USE THE SANE ANCP. FIGURE 1: FIGURE 3: • FIGURE/: • • •0 FIGURE t • • • • • • ANGLE CUP MUST BE USED N PNRB. FIGURES: FIGURE S III • •! 11 • FORMULA (CP )X(µCHM CAP'1(_') ARCHON CAP., MULLION CAP..... USE THIS FORMULA TO OBTAIN THE .ANCHOR CAPACTY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN W IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MUW NI. IT WILL YIELD A MNMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEMIlAOS. 2) UNEAR NTERPOLATION BETWEEN MULL LENGTIS AND/OR OPENING WDT7N5 IS ALLOWABLE 3) MULLION AND MULLION GIPS SHOWN ARE NOT TO SCALE. FOR IYACT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.21 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACH 301 SPEOFICATICNS. HOLLOW AND GROUT -FLED CONCRETE BLOCK UHT (CMU) SHALL CONFORM TO ASTM C80. WCOD SHALL BEPR SSURTREATED YELLOW 50VOIERN PINE WITH AN SG OF 0.55. ALUMMUM SWILL BE (108375 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GLADE 33 AND .045. THICK (18 GAUGE). STRUCTURAL STEEL TO BF AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TREADS BEYOND THE MATERIAL 310 8 412 ANCHORS INTO W000 MAY BE STETS, 188 S.S. OR A105s. -1 1.007 �-- 2750. 275' I. X 2.75-X 275' MALIDN 4 U W 0. KO 2 n X X Q� CO 1 1 W N 0 12 Q Z 1 KO O Cn 0 rn Itpc PRODUCT REVISED eseemplybaLs•Ith1M Fbr1OO BMIMI.g tad. NOI-no. 17-0630.01 dpN.uon 07.05262021 .HYn 1 TABLE 4A 1•t•en Ca74et7 TON (6sIR') t i7f t AWN. Ov11t1•Weft (b4Wf1MNwsinap pas)er0vwlin5 MONO 50 P20100000// W1•21) 04 04 Pin On 04 104 04 10 R0411V4 In 104 TrgT100 1d0 1Maae. 1a0101d0 R2AV4 L01Tf00 la.i R.OaVr e0Y61R Rs4iV4 10PT110V IAa.MO ll.4aV4 21401.• NNW% M4W.P0 1MOORl R.14aVb no..0 1a0.010 14101a1• 41 Rs10p40 ri I I III III I ii ii a I Ia I III t ri $ ri g ii 1 I III II 1111 II Ig III II ii III II I li II II 1 3 CP IRO 03 IRO 435 100 744 1161 471 Me 001 1711 SOS IRA 112 1100 Sle 1720 1111 1700 021 1700 1310 I10.0 511 17110 ISM IRO 01 15.7 110 110.0 S21 IWO 10 170 521 04 1W.1 70e 170A 14 170.0 163 170.0 564 MMI 912 1R0 03 00.0 1113 11023 01 MICA PO I73.0 OP IRA 1417 12.0 M0 547.7 SI, 1700 NO 1213 1417 1R0 OD aU 1417 IRS 00 50R34 0711 147 1714 50 101 MI IPA 01 1105 100 110.e 04 IRO 110 IRO 721 1111 ON 1210 741 103 1200 1R0 70 1011 120 171.3 451 1043 17110 710.1 10 NA 00 1700 750 542 1709 741 100 112 IPA 010 121.0 01 1101 110 MO 951 1527 1130 1100 10 1333 1110 1700 07 1200 110 MO 10 1705 I.10 1102 01 01 1130 170.0 01 713 110 7100 01 04 1229 10 IRA 151 1403 115 1122 PI 1755 114 1406 350 10.1 r5 1221 725 01 015 1230 720 01.9 915 1115 720 722 115 111.4 715 00 015 04.4 its 540 en 114.4 PS 134 131.1 COICJ 710 103 130 13111 00 IOU 121 1212 •t NA1P 1122 PO MA 00 104.0 O2 73.1 00 04 00 0 3 10 14.5 OY 542 Ca01.1 w 47.4 00 16.1 OW 04 101 IM MCI 10 10.0 10 INA 0.11 03 75.7 to 101 00 03 757 107 014 n1 757 01 00 000 757 02 00 506 79 153 50 472 757 712 01 413 707 702 Sr 7201 7057 01 101 19 151 10 071 540 90 0.1 50 090 10 722 an 05 131 153 514 509 00 11.3 50 424 00 92 00 313 00 653 407 311 OP 02 007 702 05 101 10.4 as 71.1 177 710 40 1 01.4 475 51.1 571 PA 411 100 Sit 55.5 404 132 Al 511 40 210 571 47.0 01 N1 nl MA 40 27.0 071 Nl 40 714 00 142 04 474 01 12 R2 405 n.l 142 01 410 00 142 0.7 00 444 se 010 40 WA SQ A3 437 10.3 1Q PO 0 25. SO 400 0 250 512 4nt W 011 701 107 0.7 01 Q.4 107 454 30 92 40 el 354 20 49 103 54.1 01 407 221 m 70e 07 Ml 04 0.7 *7 0.1 TN ISA 107 35.1 No 151 00 214 211 04 709 761. 41.1 122 Al 10 712 314 217 30 704 Id 100 00 213 304 LA 358 101 30 226 30 240 s 171 01 21.0 3111 513 30 102 266 1400 01 20 30.1 25 N1 02 011 251 21.5 20 126 317 01 293 112 214 107 203 10.0 240 551 20 113 237 1114 27.1 217 n2 342 PI 30 316 290 WO 29 2.01 235 17.3 212 103 211 15.4 207 143 221 I2A 22A m' 223 30 113 PO ISO 2S 10.7 VP 02 00 ..__ .....4 TABLE 48 0e.3410 21e 006.4 MC1•C.474d C.s. T04W pc) 1141.. CPU 004ow Atwr00 NOY Ane4MClp PROM,Ar41e•row 2'1r Ow Mow, tor Elm Wma Y.Ro4 r17W Iris lw esl•sa Yr. Po07990 AM.� 1Kaa230 AM.M105nw10 re owla4V Nw031 111211140 eew7OM 10. Me 00 25 0 V7 r 31? y TYl P }IP 25 aW S eN 5.324• M EOC..006 1W1-071. 1r 34r Mar r 1-or 1-iW FW FW 4vr I.1I4. S w 23.0 4044 MO64 475•10. O.C. la4405A 000 COO* II 244 3W4 404 Mop PM be 2W 64 21430. Yob 7404 3)44 044 1405 5064 44 11304 9AMM3. 1T as O.4S01C1F0 Ps1104 I A440� 1Ca10ap004 WON WA WA Wan.A WA 64064 H MOB WA WA WA 1100 WA 7.4 WA 404 4M ten re 1Q4 Leo Pe Qtl4 ��yj 1V5Y 4 Maa4•Y1.40.2442244.0c03. 100. 32 7s4 04YM1. e44000OW.77YM0. 1F• A WA Mr 41A 004 WA OP a. WA IY4 WA WA we,wA WA wA WA • WA WA 1150 360I 2AW04. M 1A+IFg4F0.37 1964 104 223b 4464 101134 050 14000 INN ]Wb 104 340 T 473la Os EA 7214 M01a 2AANw• 1. Is 11a OW 64410. 01 MO _...--__ 30In ............... .............Ie..ma .0A .le. ice WA 4e ILL WA a1AMMARn NO e4 1S10 WA WA ��_.__-....__.__...._.._...«.. WA A WA 304 4424 .ve.1.4 �..RTa. NOTE: FOR THE OFFSET CLR. FIGURE 1: • FIGURE 3 FIGURE 2 • • • • • ANGLE CLP MUST BE USED N PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • 9 • II 11 ...1 • • • • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • FORMULA (D I) x( avugR MILLION CAP.. .ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED. CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM TY.E TABLE) OF THE SELECTED MULLION. R WILL YIESD A MNMUM ANCHOR CAPACry WHICH MAY BE USED TO QUALIFY ADOITIONM. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME711005. 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPAdNG WIDTHS S ALLOWABLE 3) MILLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. SOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SLIOW.140N 9£ETS 21-23. FMGURFS SHOW 507325ESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO AO 331 SPECIFICATIONS. HOLLOW MO GROUT -RUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-110. W000 SHALL BE PRESSUE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055. ALUMINUM SHALL BE 606345 AND BE A MNMLIM OF.129 THICK. STEEL STUDS TO BE A MNMUM GRADE 33 AND A4S THICK 416 GAUGE), STRUCTURAL STEEL TO BE AT LELST.129 THICK AND A36 ALL ANCHORS INTO METAL SHALL EM903 AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. f10 6 1212 ANCHORS INTO WOOD MAY BE 5TE$ 141 S.S. OR 410 55. I-X 216. X .150. MIIl1ION PRODUCT REVISED .5 4:wn0MM OOP the Florida 441161.49 Code NQA-xa. 17-0830.01 envin9Nn oats 05262021 e7�MALm • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • TABLE 5A Melon Capacity Takla find) TaA1ri'a, nun Min Own, NAC01 Forbdaya9•rr• OaAnu) or Opening HSIpM(lalatOrbAAap•r•p MATH 9311 OH nw OM 1001 10011 12014 10S 1110 L..L..LL.. 10 .• .10 a Loony 00001 tb.0 7 none 0 Iarl4 0e0070 0000 1000 Lam• 15a.0 0000 {�. 050 Ls4O 111 iiitiiiifiit11iiIIliiiIIitli11liIaitii1111liIIiiIIliIIiiitii11li#iiit1 I 1110 100 011.0 121 1750 050 1A0 50 1700 eM 1710 e10 12110 an 170.0 001 715.3 195 17,10 al 1100 417 170.0 00 19.7 197 170a MO 171.1 1577 1750 NO 1152 1177 tie. 46 0.600 1720 )M 1700 00 020 SO 10(0 01 7710 1010 IIIO ON 170.0 110 110.0 723 47*0 INS 170 741 900 101 170 10 41.7 140 773.0 la 193 1485 1700 700 10(13 14f 1700 70 5a1 1700 70 'A0 012 102.0 lM 1760 MI 170.0 110 IAa 1M MI 19$ 1740 003 all ••p 17110 07 101 1401 1010 013 1201 101 Ira OM MA 141 175A OI 014 tap 1A5 01 Op 17M0 IO 'no 701 la/ 100 MO 157 1515 Me 1750 ail •30.7 110 100 IO ta3 11O 1515 1111 111.0 1150 147 Ole 415 1151 144a 001 712 11O nos 0O nu 1150 455 003 830• 1710 me 17 0 74 100 700 1700 00 1370 100 1532 ea 109 160 141.7 SO 1m5 100 7320 SO 1155 100 1255 an 711.5 100 H12 e9 00.5 1.0 1149 011 350 7310 1150 00 00 /0.1 06 1700 TM 13a -055 151.2 01 1151 555 1337 1M IOU 550 121.4 775 00 055 7129 AS ma 00 Ima 757 0.5 055 13.0 74 We 05 110.7 74 621 m 03.7 70 nw tat 00 13A5 07 107.0 10 114.0 00 NA 50 101.1 f• 163 00 012 00 71.4 03 O0 50 02 00 06 60 519 00 7t2 Ca 409 OS 0.0 LE 401 NM 0.7 07 nn 102 rr 11a1 6• 11.0 721 770 e1e ?SA 721 WI l0 0U 721 A5 e• Sal al 701 5e O r 721 OSA 5n •3S 721 7a r WA •a 721 sa l SW 341 721 SI1 00 nb 160 Su Ima •5 642 004 re 60 722 lM Aa >r 61 OM 04 3417 WI eM su 01 09 e4 w >sl •xl UV 521 641 VI r Su 01 11.5 04 00 01 Ob 061 54 0.1 40 020 04 53 a• 47.0 04 010 440 •1.1 014 00 eN 313 54 •a a9 4.11 514 372 a21 9A 114 33A 00 05 54 WA 00 200 N• n9 Ca OM 542 M 55.7 1E4 412 472 0.0 335 311 44 4.0 SO 311 en 00a 301 al e0 3221 Sn 77.1 40 O3 37$ 22e a4 209 20 10A 452 242 2O 1a0 452 n1 OS 1011 3,1 157 380 572 51.7 357 521 317 92 357 as 312 70 20 252 W15 21.1 39 227 10 WO 39 210 >1/0 151 07 18.0 20 110 30 152 20 11.0 357 15.0 283 111 H at 330 as 30 202 SD 30.1 207 211.0 350 25.1 30 99 330 211 312 75.5 as n0 350 17.0 50 101 284 4.5 38 311.5 270 125 330 14.1 213 110 30 130 s 1M01 9.7 20 002 283 al 788 217 _ 2O 150 20 Ea 20 77.3 200 _ Rai 14 114 21110 103_ 24 13.5 2• Ili 248 11.4 20 120 340 00 na 11 • 230 57 20 IQ• 232 TABLE 5B Nwp•0Cip Patb1n5 .b006 AeS271P0 770100rme OK 1000a505l15 OAntaf • •7M.0C I s500Ca Meap ro O 44 lm• 1.17100 C 7 roam 0ab00pf13• •Arelm • 50414OC 7 0105NOa07581 lV 75 3Nt1337•aa'IOI O C/LAG•. kb 1MA011 f0O 1 Arcrer/ 70112 5. A : A110b1 • Lir5110 C/7400 p1057 NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AM) ANCHOR VALUES AS THE STANDARD CUP. 210 0=01 VW 10240-75 mb• 0 for EOM 1O b x-rr 1we 3,10 Web 74b NA 74n MMO?C0p0d5 T.00(b) VI 040 UYlen VOW CO es uw WO Os 2• avr UI MD as 1u 17• b a0b 354 Cat tar Bee Sur va wee. 11rb NM e9b VW B4 Uwe lw 901s ww 540 lOb 1.rr 2Ob Wen 603 es WA Ion FIGURE /: • 30:b FIGURE J FIGURE A 0 • aOb ww 10 • • • • ANGLE CUP MUST BE USED N PARS. FIGURE4 FIGURES: FIGURES: • • • • • •• • • • • • • • III • • 0-417111-----A •• • • • • • • )• ••• • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • tOre 11047.O Br ROOrsn v. ♦lees LI m 1770 2-0r Yob WA VOW. WaS Bea 10130 A000127 Moral sur 107 gab Mb 10 4A 7ab 1 110b ww 1 MA n 1310b ww 1 bA flea CCU eel Selim amb w+A 00 072b 141.022 a10Sae 412e00 San(05) lob F25) 0•' 1 Car .17 010 •ab Dab S076 eQb OE ea xw 171304 bA 72s 02001 0n00106 09l roes nob 11T1b 110b 10nb 2Ob Kw 411w lab 05100 FORMULA: HOP.) X ( ANCHOR CAP.,_....) .ANCHOR CAP._. MULLONCAP.�.�. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. T WLL YIELD A MNIMlM ANCHOR CAPACITY WHICH MAY BE USED TO 5UM7Fv ADOTONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR NSTRUCTONS ON USNG THE TABLES AND SHEET 25 FLXN INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO7DR OPENING WDTL4 6 ALLOWABLE. 3) MUUJON AND MULLION CLIPS SHOWN ARE NOT TO 50ALE. FOR EXACT OM415107a5.5EE SHEETS 21d1 HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOW/ ON SHEETS 21-2:1. FIGURES SNOW SUGGESTED. APPROXIMATE WOLF LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI331 SPECIFICATIONS. HOLLOW AND GROUT -FLUB CONCRETE BLOCK UNIT (CALLA) SWILL CONFORM TO ASTM CA0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALUMNUM SHALL BE 6033-T5 AND BE AMNIa1LM OF .125' THICK. STEEL STUDS TO BE A MNI00050 GRADE 33 AND.OAS THICK (4 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AN0 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 1 SCREW THREADS BEYOND THE NATURAL. NO S 1112 ANCHORS INTO WOOD MAY BE STEEL„ 16-0S.S. OR 470 S.S. ti1.000 -I T.X3. 25•X SU21lll It vF M1a1ON) 0 J m F 7 7 co z !A Q: N n U 8 J X N X 8 O 5 a jz d 1 sg $o W y 42 W 0 ¢¢10 2 00 a 10 1 z 20 no 50: 1 N 0 fte PRODUCT REVISED es ealpMi�MFI 5H the OHSa NOAA.4II00e. 17-0630.01 EMatiS. • .05/26/2021 blp� M r a6t FL P.E.R 58705 TABLE 6A 0.000 Capacity Tl19 l 11A3.125 w 411 059191171.7(929099.999073 00) 63 051e6119 HNO4490 2590210201020 •Y •Y MY •Y 150 NY 'i.e.,.15090 00 Y 3N9M In 111 9190 I106 99204 b407 • 14116 999937.0999 1 119.99 Y ..0.a ...IW01a 1 bo., 100. ...5l 99 R.Ib01r .90 T1g94• I943 a.....,“ 1a00 T•g1111R. .1. 10 7lm101. 0.609 11 IsLa..Y 1a9 10.60 IAa•10 .s•0 9.1.0 10M9 1d0 0.1 6W30 Ike 1111II1111II1II1II1I1.1iihihihhihih1hihi1'!hing #Iii1tii#Ili1Iii1Iii1Iii1IiiIIii1Ili1IiiIIiiIIliIIli1Iii!IliiIii1IliIIli IMO 09 MO 00 MO TO OW .M MO •i 1760 lR 1111 10 1710 NO 10e I'M 1100 CI 110A .0 190 WI 190 .1 170.0 41 1400 IM 1100 69 19l 1V 00.0 521 L _ "u°la^Oa NY MD MO HMO W 170.3 1N 1Me 9N MO 03 17(1 610 IRO 1133 1701 ON MO 139 1 0 •7 1N3 1303 1710 NO 1101 1. IRO lee 111.7 1303 17131 001 977 160 17. 00 RAM 0 790 747 1710 60 1703 NS IMl 01 1700 100 170.0 ON 1711 1101 190 733 1511 126 INTO 70 1.) 193 100 70 117.1 0M 191 755 INA 1233 1701 735 WA 193 HMO 941 NY 1701 70 000 112 1711.0 03 IRO M HMO 1110 IMO 731 INN 110 110.0 15 1372 1138 INTO 10 1130 114 .0 051 14.0 1151 170e ON CU 110 17. 101 02 1I01 IRO 161 •Y 000 b 1700 MI 10/.7 100 IRO 70 W. 00 161.1 @ 131.1 100 1.7 05 1112 160 1311 •I Me 042 012 711 114 160 12.1 92 93 me 95.1 2.2 0.5 90 131.1 712 10.10 IMD 030 1760 /0 102 Q 10.10 80 12. 10 144.4 7110 1114 00 1311 72 1061 14 121.4 705 07 IN 101 710 91 00 USA 70 Nl 03 MO 70 07 163 IRO 744 ill 185A M IMO 165 1371 MI 100 7N 1101 N7 103 10 1014 00 117.7 74 10 WO 011.7 7• CU M 1012 79 0.1 NT XI 113 511 NT N.0 711 S.T 10 10.0 Hl MO 11V 60 H27 M7 032 W 1211 79 0.0 NO MS A NA 60 NA M I. 60 807 NI 11. 60 03 15 N0 NO M3 OM 0.1 00 9.6 04 06 60 721 1.6 MY 1110 767 1207 •l 16.1 767 160 152 026 7• N.6 60 722 112 •1 m 012 112 742 ® Vt 34 IW 03 0.1 74 621 29 013 702 611.11 Y7 XI 732 NA ON MY INs 734 1114 M WO 724 NA 01 as 70 d N0 •.1 72I 7A3 NO •A TN 01.1 501 6L6 TM R. 50 NA 7l. N3 6M 92 721 603 N7 X. 721 51 X6 NO 11.1 60 ?IA .• KO 60 {at C. 01 60 01 a 0.3 60 CI a 91 611 Ql 44 311 60 111 441 200 60 161 .M 216 50 321 CO 21.7 Na 9.7 QO N. NA .M •0 07 171 01 67 00 .61 01 432 412 XI 01 293 1• 311 .M NA 400 207 OM 330 305 21• .7I AI 303 05 MI Ml 00 11.1 ON 313 376 701e 403 371 41.1 NI 31.5 Al 301 335 X0 377 NA MO 163 m XA 39 S . m 20.0 Tr 11 317 211 117 108 m 19.0 a5 ICS m 17.1 3N 1111, 0.1 a0 AA m 301 357 311 310 XS 357 271 313 313 30 NA IN XI 367 221 395 183 l07 Mt aN 111 IQ 174 20 IN 313 30 91 2M 241 Al X1 90 9.0 308 31.7 2M 0.3 60 112 30 03 31 073 fN 106 171 02 172 IN TABLE 613 Ane1Mr Ca3a4y Table 8611 Md 40004 in0aan13 33401. 113..024 Fed MU 11W W. ...31a Ole be l01.Y1 IWE001160m !R 111'10a 0rm1 WFb 0.99 VCR Me1O lawn r4F60E.. 029.22 300.00 N.W pW 060Y 990R 126Y0 Oowl07) A5aorcb P•Y7M E90 Comm N0 110' 29S o2 y2 222' 1' 2.R 2 112 2 0AT 63F 6.W 1 Ee0Y906K I.3A' NW 4.1A' 134' I1K 41M' 611' 0.1.19 0.179 1.IA' 2 1315 180 ors 30.t3• 0.10040.0.I190010000 00 601127 Nob 364 050 O. 1 NO. 1634 ea 2T30. 2101N abtb TM Ns 44 1HA3 N6es 3I1es 004 61064 . NW. O0 *7 4130•g3063r 70Ob 2004 M64 A1036 KO O1 WA 364 WA COY 1 WA I94 1M e0O •lb 11704 900. 1044 MN •• 1.30es 6011 IMXb •3XYn 1 AWM• 11F 133. at i Nema04001.0460 47 NUb 1W04 WA WA K1. IYA 0I4 KA WA 1 WA IN WA 13134 17N a. .ARM• 2140.010)3A3 94010p103116 I•b TN4. Nob tMe4 INN 663es MOW WA 794 MN Mb Woes map 1tlb IAY3.N• 21Y. O.C. 1012.3AA0. 0416667 I1234. 11706. 10204 304 21044 110 to Cab KA 11•14 119Y 1399 XMes leap 1174 40.913.4. 0A2300.0/04616169310 AW..617E NA WA WA WA WA WA 1 WA WA WA IYA WA WA NIA AA 316b6• O3' Ma. OC110010.I3 3•b 304 904 1064 .Mb 1M 2Nes WA rap WA 03.6 NIA 014 443es 0204 . NW.. 1 CMA.001r40(7011t sob MI04 I4A IYA NM WA Mob WA WA WA 710 WA 41110$0 NOTE: FOR THE O815E1 CUP, USE THE SAME ANC67R PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: FIGURE 3, FIGURE 0: • FIGURE S: • FIGURE • • ANGLE CUP (FIGURES 566) VUSTALISED IN PAIRS. • • • • • •--N• • •• •�9••• • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • •1 • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • •• • •• • • • • • • • • • • • • • • • FIGURE 8 11: FIGURE 7: FIGURE B • FORMULA: (Dp ) X ANCHOR CAP.,e.-.) ANCHOR CAP MILLION CAP.w1.. USE THIS FORMUU TO OBTAIN THE *ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING WHEN IT IS LOWER THAN THE MULLION CA?ACRY (TROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MMMLFA ANCHOR CAPACITY WHICH MAY BE US®TO QUALIFY ADDITIONAL ANCHOR OPT703I3 FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR PFOR4ATI014 ON L.OA0F1G. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR RITERPOLATION OETWEEN MULL LENGTHS ARDOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING OMENSIONAL RESTR7CTKNS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Q SUBSTRATES: CONCRETE SHALL. CONFORM TO AG 301 SPECIFICATIONS HOLLOW AND OROUTF1IEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AST)/ C-90. WOOD SHALL BE PRE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.56. ALUMINUM SHALL BE 6063-75 AND SEA MINIMUM OF 125- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.MB• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125. THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW DREADS BEYOND THE MATERIAL 810 072 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR MO S.S. - 108o• r- 4.000. '' ``1zs• X 1ALUON 0 U U 2 f X X CC 8 4 2 L a j0 w 10 1- O 0 gU 0 z !+n d8 Z 3 +N SFSFO Em PRODUCT REVISED 00.19.oMI�0•. 32IN theFI•.l•a C17-0630.01 PlTatbn 07 •fiaN dDate 05126/2021 F: P.E.2 58705 4 AMC ,N *snort capacity Table (TWO 11141375 Alum TWO L:17^ Opoolne IMMM12uM+WW+121n•d*) or Opening 11•12Mllorb120.24 spor2a117112•ren O. Ob 110 9011 1ll02W0 100 F4414,IY 91190 0.41.W 4 WA. MO .01901 It 707701. 105 00900 1r044 10.04 lwlo OWN. us. ICY 14001 TMAw L0001 144,24.4. 44000 05573.O 10400 0448.40• 14.00 1.4111•M 04400 i44.4•40Y 1+0144 .09 L4400 Lr1q lwsq 10400 0•r1 1+02. 14444 LAIN I iiitIIiIitfl#i$liIit11111111111111111111111111111111II1111113l1111111111 IAO II 0A I IAA II 430 I 1100 II IN I IAA II 471 I 1700 II on I MO hh W I IRO hg 100 a IAA h_ 579 I 1760 h 1191 I 1700 II 021 11_ 175.0 103 11g 010 521 I 1701 II IW I 1710 hh 131 11g 1700 nr I IAA lit MI I 000 II Ha I MO i 521 5 ' I OW 421. IAA 701 1791 104 1100 NO IAA OM 1701 i MO 1r 10.0 103 170.0 or MD 1274 IAA 10 ITO 1.117 IAA 00 110.0 1700 1710 00 ma 1213 1700 sr 1511 >tN IAA 00 00300 IAA Al 001 10 Ma M IAA 031 IAA 100 1710 04 00 110 IAA TM 1701 13r IAA 70 10.0 1404 171.0 70 1710 170 191.0 3M 101 100 IAA 750 110 TT MA 754 Ma 1400 10 100.0 012 17100 00 170.0 01 170.0 1114 1750 111 1702 1225 IAA 403 1A1 104 IRA 17 1704 150 710.0 40 101 1111 1710 611 04.1 170 1710 W 430 17113 7100 01 04 IRO m 170.0 Al 00.0 1033 1920 m 1701 040 IAA 473 1710 1417 17 0 144 170.0 104 170.0 M NOS 100 170.0 1033 1214 101 ITOO 113 111.0 4040 1760 10: 02 101 1701 1053 00 170.0 00 1A.0 745 1769 1110 IAA 50 170.0 130 IAA 040 1140 140 IAA 1010 10.7 150 1190 1071 MA 1542 170.1 1122 1175 100 10.0 110 107 1517 101 710 411 1352 RI 1157 Oh 1710 04 IAA 711 170.0 110 170.0 10 170.0 1304 'no 100 Na1 1472 170 100 1421 4472 102 1140 115 A 1541 1130 107! 1472 07.1 1101 1472 1400 1101 0 1473 100 Mt r AF IA0 1w IAA OS 170.0 133 1A1 401 1501 1346 033 17M 1320 13A lb Ian 1173 1320 1379 ON051 ITO 01.0 100 WAOM 117A 1024 754 pf On IT Ira 00 nal 1123 1r2 AW 1A0 11M 1701 07 141.6 1104 ISM 10 13 1212 110 011 104 1122 110 135.7 r0 07 110 1153 W 00 0 I07.5 14 741 71n 0105 110 sal C 9114 1104 03 00 Ain MI 1134 1160 0OM7 l 1134 7472 ins1141 1124 1214 07 1011 110110 931 OU 1121 1051 110 020 104 115 Ws 01 Ira 0.0 NA 553 ON 02 01 011 104 02 m 101 10.1 $44 1111 150 0.1 044 02 70 772 04 421 124 01 10 134 712 01 W 05 70 0.0 444 00 013 430 04 542 00 MI W 519 N0 331 044 47.7 00 044 107 743 01.1 W 742 743 Al 00 430 742 02 041 003 742 01 01 411 742 0.1 123 44.0 70 410 114 37.1 742 422 00 311 742 34 00 27.1 70 M.5 514 W I 120 50 031 0E 0.1 sr 0/ aN 44.7 er 451 513 11 Or 0.4 00 301 0W 37 3 493 31.3 00 342 40 21 00 11 01 22 05 14 472 .15 ON 347 4r 11111 PA 355 001 03 4L0 00 4l5 40 412 050 01 40 10 00 401 444 044 000 342 473 221 08 31.3 40 242 ffi 07.1 457 250 540 243 444 110 05 14 40 12014 401 475 40.4 03 10 471 00 430 334 475 037 43 313 275 11 474 362 470 264 401 00 475 N.0 401 110 4R 71.1 30 183 473 117 307 14.3 45 17.2 341 100 MA 30 17 300 20 330 224 301 101- 50 10.3 207 111 330 17.0 203 _ TABLE 711 Anther I W r C3p•471y 13N4 (to) 1Ia41Mr CAp P04110 MM. 2.71 0000444 300s. 0 .00 7b000 710000 4404 A1dI0 T00 mmu1..1 WEY LrreP1 b1CFae 113Wan YN 4burm 1K Eb IL00tar Wu be Ma4041. 5M'Eb 7*60 WIT00 kW.. 0f0341 2.... er4 MO. IIR.4 P61 n0304 *owe% EIO154 00 r2 a-l? II 1142 Sur r 41! C 2-1A' T SW Y 21r 0Sr OW F4.OY0 Fly nW 1JN' 4Y4• Ll4' 2' LW 1470 LW LW LW 15K 2' 1-31F 10R Iwo 2 WO.414.7S44 aC )39.0010Y 011 1110 Ion AO Mb 03 IN MOB NNY 2211b 20b 3014 2054 3744 661.4 Nob 016 400 MO Os 4 Wan 0225100.0 11YNR 00.4)C0110.3) 7106. MO Os 03 NI II0Y NI WA 5011n IVA 00 03 WA WI lb WA Mb 794b WO is 1A0001 1.12Or 06/116.0l010000/IL 43 910Y 1400 No WA WA NA 31A 7010 WA WA WA 70.4 WA 1334 1015b ZOO Os 44Aab4• SIY 0.01p7 TO 04I4410/p10 R 1014. AO les 004 1130 10510 DOB 506 WA NAb 14111. 11106 100Y 02b 113110 11304 4AWIW4,T 140.C/10254A1103Y'Pt 15 IIR0 11Rb MDY I3Wb 3442.1 0es MP WA 11404 113 173003 4010 74 10204 25H4 Or es 4 AO.. 044` 110. OC Iu04 W.11P AIw M3 n 10 WA WA WA WA WA WA WA WA WA 54 WA 0A WA 1004 240.02r140C/ FAH$ 12 310b 31013. 30b 71564 41510 WA 3936 WA 31510 WA 010 WA 014 442As Mob 440000 11511100.C/1.110. 12 .b A3 a4 WA WA 3001 WA 10. WA 744 WA 00b Of04 1124 NOTE FOR THE OFFSET CLIP, USE FIGURE 1: FIG(1RE 2: • • FIGURE S FIGURE 3: • • FIGURE 4: • FIGURE 8 • • ANGLE CUP (FIGURES 5&5)40US USED N PINS. • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • •• •• • •• • • • •••• • • • • FIGURE I. FIGURE4 • • FIGURE 7: ANCHOR CAPACITY ADJUSTMENT FORMULA: (O �) X(AICNOR CAP.'"'"..) ANCHOR CA. MULLION USE THIS FORMULA TO OOTAN THE 'ANCHOR CAPACITY MOORED. CORRESPONDING TO AN ACTUAL PRESSURE REOLNREMENT FOR THE OPENING. WREN IT IS LOWER THAN THE 38A110N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED T000ALFY AUDRIOVAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -1 1.0l1' TABLE NOTES: 1) SUE SHEET 1 FOR NSTRUCTONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GEVEFV L INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS INDIR OFENNO 'MOTHS 13 ALLOWABLE 3) MUALIOV AND MILLION CUPS SHOWN ARE NOT TO SCALE. FOR O04CT OO404SIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED N THE FIELD FOLLOWINGOWENSONAL RESTRICTIONS 4.000' SHOWN 04 SHEETS 21-23. FIGURES SHOW SUGGESTED. MPRO%MATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TC AC1301 SPECIFICATIONS. HOLLOW NA GROUT -FILLED CONCRETE BLOCK UNIT (CHU) SHALL CONFORM TO ASTM C90. WOOD SWILL BE PRESSURE•TRF ATF** YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMNUA4 SHALL BE BOBbW5 AND BE A MINIMUM OF.I2S THICK. STEEL STUDS TO BE AMNNUM GRADE 33 AND DNS THICK (15 GAUGE), STRUCTURAL STEEL TO BEAT LEAST.12S THICK AND A33 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL PIO S 012 ANCHORS INTO WOOD MAY BE STEEL, 1841 SS. OR 410 5.5. 275. 4.000' Pre 37E' 1 X4'X377 0111.10N PRODUCTyREVISED IS C W WIIode~Ib 01• Slorkl• MOA-Ma 17-0630.01 4074701100000405)26/2021 .7 - C00431 • `�.c1T�NY LYNIyMi �'% ''ems .••:I.TORIDn..-'G\?: "7S'ONp...L EN A LNFli M141/2Kr.E. FL P.E.S 58705 • 1 w WWII C1p11l2Tlb4 QboM') 136-X 00r151B NWT (b 0*r101,00 w39171.0155) Or Owning ling Hoyt p57115nm1t.y101170 7IB•ww) ■r 0M MM NM 0M NOM ..... T.r-.Op MOM 700100 7 T.a,- NOM 11.Y'4- WM. W• TAN.. pallr0s 64.0... lmb0 1010a• 30 IM4.7m1w I�0 . ..-► I0M.1 W.F. la•1 6.7- 10A0 Ow.. *O.s'0 WOW. 1iw IMn.ob 4A.Mm 11.79 w 10.On 7. 5 I.W lm0i I..al IOW lain 1i�5 lip d 11111111II11!I1111/1il/111/111///1//11/111//11ii§lititititit3giiititiiit 17 0 II O 1 IMO II 031 1 1100 II 7N 1 MO II T 1 170.5 II W 1 1M0 II W 1 1710 11 102 I IMO II 05 I M 10 II II% I IMO II 01 1 IMO 11 1200 1 190 II 01 1 MO $a 1011 1 1110 II 01 I 1110 II 1735 1 1720 111 ON 1511 II 116. 1 1730 II 01 • I72M 0311 NM 1700 Mt INO eN 1702 O 1700 L0 VD. 112 VOA NO1M0 1133 IM0 01 1MO 12M 170 011 1110 IV? I751 W 1NA 150 1M0 NO.327 1W 170.0 ON1N.1 1W IN NJ 0IDM 1755 N7 IMOW 170.0 W 40 01 170.0 ION t100 W 10O3 110M I0 723 IL. La IMO 717 07.0 1Po5 110 7! 110 N0 1M.0 70 1123 ION 175.0 M1 1M4 100 IL 70 Nn W ,0 70 170.001 170.0O 1� M 1M0 1110 MO 7M 1M3 1m 1M0 .031511 NM IMOM7 10 1306 1NO CO 1233 MN IM0 WI 1010 1311 1701 NI .1.7 1510 IMO OW 01A 171. W 1MD M1 170.0 ION IMO m 1OLO 1 5.0 17O 131.0 I10 IN.. O MO 110 1511 01 113 1151 N. OM N. 110 1002 003 M0 110 INA W 1115 115. 1001 W 071 IMO O 171.4 743 10.1 101 IMO O 1373 1051 114.0 .0 lint 1051 1430 W 1017 1051 703 07 1.1 1101 10.7 O 061 WI 111.5 00 1100 ICI 111.1 IN BM 101 11.1 117 •M 117.1 01 TWA 1• 103 507 111.0 W 1114 007 134.0 70 100 567 1311 777 NJ 07 112. 107 R5 952 I0A 70 NA O57 NOM 730 .0.7 NT :. 1N. 03 IN MO 10 IL? .0.1332 W 1R3 am1152 a. „A w 1013 0100.4 W NA W 00/ 641 00 4 .471.5 W MO 643 S. N. M3 M3 a .0 IN 03 W 01 W 0M 1W,0 722 INA O 02 722 02 50 7.2 712 03 W 014 7a M7 W 01 TV 705 W K7 70 an W 45.0 722 01.5 O 0.1 732 067 W 333 723 03 110 RM $01.2 W 101 W 84.4 W 0.5 W 723 W 755 517 03 W 105 W 03 W 174.5 W 501 W WI 50 02 W 143 13 303 W 11.4 S31 NA W 0.7 55 030 10 415 01 07 NA 515 573 445 47.1 515 01 NI 013 515 44.7 031 05 515 001 00 310 610 03 CO 27A 515 311 413 215 51, 325 00 01 013 2.1 001 030 613 453 0511 00 0.3 00 47.1 30 05 W NA 301 01 452 00 W 02 00 310 371 Z. 00 33.4 374 115 ON 04 70 160 00 203 00 172 O 0. 30 101M 0.1 30 00 323 31.1 01 XL. 30 273 20 351 311 351 30 152 W N3 W 737 ON ill W EU 35 ISO W 160 30 11111 0.1 30 01 300 713 O 0.1 301 70.1 30 24.1 20 320 30 713 30 19.5 3L 30.1 m NA 30 151 20 73054 27. 00 03 01 233 00 33.11 03 1113 20 01 251 17A 00 153 10 114 W fa W INM LI 30 1113 10 1 wm-4 •••• wb1W 271017. A1NbwC6p1AI17 10. C30 NNW Re) I11M(WU 2i002 Pr W00 yew MCIl01COp FONIn5 A1[M T1� .......... .. bJ moo..., 511 Eke lba0 >71 D0s U0Wm of t200000• IL- 00Q0511Elm 4419604 Utm I/O 1S FA0 A0XC20 etl511a 00w105I 412531 SUb570 WWI 3075PSI 220.00/0000 7' 2-12 1' .2. s7S r 2.17 1' For 7 51.1 1 0a' OSf OSf 2.10..p0, 181 I.10. ' I3f r 1-1“. 1-ye sW 7Vf 1-1,0 1-10 T 131 131 Wes 2M[b1•.'11 t5AOC 1aroma 0b0 Tap 1q 1) 005. Am NI am es 1 ®b IWb VON 2044 3310. 1tlb 310b 10116 O10b Nib Nib MO Is 0A04710 1 IVIa10C MOWN 0 mp)Cp 05977 MOM 70O 11N 1 LA 10M Nw 3016 WA MN MN wA ON !3b W. 11417. 0AW13/00 7 NM 0 C. I 0305.100. 11107 TOW 7911N Wb ION Is INS. lab 00b ON 71055 71b Wb w0b WSW 10b 11.'OO CLOWN. 3.BNM 0C IUCN.It 139AM 020 ILIA NA NANIA 10 WO MIA WA WA WA NN v42 WA Nob 1Awrsl,030110 • NI Os 11b 7I5b USN 1001 Nab lob 776 90b WIN lob WNW ION 91b MIL 20.600.11A50C/F017t4• Npb Lob Au WA MO NM 10b NSA xN 10 WA 7p1 Nlb 0Qb 0Wb NOTE: FOR THE OFFSET CUP, USE TIE SAME AN PATTERN AND ANCHOR VALl33 AS TIE STANU,UD CR. •• •• • • FIGURE FIGURE 1 • FlWE 3: ♦•• • • • • ▪ • •�• • ▪ • t • •• 0- • • • •• • FIGURE S • :'• 0 • • • FIGURE 2 • • • • • •• • • • • • • • • • • FlG4Fres•• •• • ANGLE CUP MUST BE USED N PANS. ANCHOR CAPACITY ADJUSTMENT FORIILILA: Pl.) ANCHOR CAP. ANCHOR GAP. MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE RECUIR341NT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. O PALL YIELD A MINIMUM ANCHOR CAPACITY WHICH WY BE USED TOOUALFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES MO Stitt 7 D FOR NFORMATON ON LOADING. SEC- SHEETS 2.4 FOR GENERAL NSTALATIUI METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AH30R OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULL/ON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE MILLED N Tit HEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK L7T (C HU) SWILL CONFORM TO AST51 Cfl0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WON AN SG OF 05S ALUMINUM SHALL BE •J53-15 AND BE A MNMUA OF .125 THICK. STEEL STUDS TO BE A MN MUM GRADE 33 AND J45 THICK OS GAUGE). STRUCTURAL STOR TO BE AT LEAST .12S-1300( AND A36 ALL ANCHORS INTO META: SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0IC 1 012 ANCHORS INTO WOOD MAY BE STEEL 188 S.S. OR 410 S.S. 1.251 X3 10'X2A.T MULLION (71/' AT 107LUGH) PRODUCT REV EEO _ p13Mw w ION M FlNMI NOA.No. 17-0630.01 GpHMNOM DOb 05262021 Sy MSa771-03 rodent Genf. • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • TABLE 6.A *Alm Camay Table (YR) 1.M1J21 Op•.Nt Y0103A la”.1.•-•Pa 0Mp nub.)or ep•NaO Haight (MlantaaYNH iMa•IY IH•Ors) S. 11 ma Ss < OM 1 0s O. MM 76.904 2 00 0002 Lobo 4100 003 010100 lady 041* . Is•s 711Y0b0 taaas Mr••..r 40.04. Laagrag 1.07. V.V.* La.. i0d•aaa laasa .0NSA la. 14aA404 woo. 14rMas laws .....v.. tarn, 0.040. 1.04 0 00. 0.0 04000 are. asap wad. 1 /f 1 II II II II II Ii !i h1 li 11 1 ii 1 !I II li 11 II !i II 1 li 1 II 1 li 1 #1 h1 ii II h1 li it II ii !I II l$ 1 II 1' li 1 #I !$ 1 II II II ii II if it II if • i.t 262 In 0 17.9 Ml 10 !R 10 W/ Ml 10 TABLE 68 liabalmiar Maw LR O4as Capacity 3AO0. Table rya) 030 OM lid OM Pt•.W alrw Molar CIE Patents MM.rypO PR F.0 U0anS w11..1mr 1/1T BW ulw yr 1IM A.eea 0.61000 Am.., 61W Fb IM . waB60 AOPO•a �ar Fla Aaa+ a•wtm) •6211.. a..alra) 10 0151.4.10 r 1Yl r 11/7 10 r 2N2. r 3-1? r Yw r Mt 114. 004 E010•S4202 IOW 04. 1-w law r lw 1-1242 1-174. MN. 1.1212 1-162 r YET use 1.a. Alt MA 6 .7 04.0400.04P6a I/ 1106. AV e. Al O• 104 10N a0 no so 3mm 4Hb No Rs IN No VA Iv Oab 3.14 004 ow Ok .O• IA? WA OLIE.riiN Or Me) 0) 404 01b WA I0A NA WA SO No IYa 1A WA MA WA ib 054 1 0C. MILL..• 4AM0•T000.C/13 050104/tb a 0.0• 1.0b No to liaa 1M•b MO an Sao lbw WA no BA MI VS ib lib 04 i4 16 1130b MOb 3 OR QC/40 0.10 Ova 271003 WA WA WA IW W1 WA WA Mt MN WA WA WA rM MSH•01Y 1 000l 5.0. 60. 61 114 111010 SM4 NS4 Dab •6to 1404 Tb 3704 17 O• 36l 4R4 Rob II14 Mob Mob a M•an@ 1.1410 QCJ Fan own 6Hb 3104 WA MA WA WA 10 to MA MA WA _ WA WA Alb M14 FIGURE 1: • • • •• • • •• ♦•••• • FIGURE • • • • •• • • • • • • • • • • • • • • RGURE 2. • • • • • •• • • • • • • FKRIE•:• • • • •• •11 I •• ANGLE CUP MUST BE USED IN PARS TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AA SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERA. INSTALLATION MEMODG. 2) LINEAR NTERPOLATION BETWEEN MULL LENGTHS ANOAR OPENNC WDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT D•ENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED N THE FED FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 AC1301 SPECFKATON3. ROLLDW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CYO. Wo00 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PNE WITH AN SG OF 035. ALUMNLM SHALL BE 0 63-T5 AND BE A MINIMUM OF.100. THICK. STEEL STUDS TO BE ANOAUM GRADE 33 AND .045 THICK (1 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.124 REMAND A36. ALL ANCHORS NTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND THE MATERJAL NO 3112 ANCHORS NTO W000 MAY BE STEEL 163 SS OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP._...\ AN. MULLION CAP....... USE THIS FORMULA TO OBTAIN TIE `ANCHOR CAPACITY REQUIRED. CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WLL YIELD A MNWUM ANCHOR CAPACITY MIDI MAY BE USED TO QUAJFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 2S4325•X.TOT MLLU NFOR FELDA4AIFD UMTS 1.8'1(22. x.100• MLLLAN FOR FACTORY-MLLLEDUNRS N M3 rn 1 U 1 8 14 Z 1 1 1 jo W N W 0 O Z 1 X 1 PR�OaDrMUa61CHTa.REVISED - Cad with Ma Floral NOS, 17-0630.01 11p00 0010 g526/2021 • • • • • • • • • • • • •• • • •• • I • • • • • • • • • • • TABLE 10A 1N•NA o.P.Nb Tele sI7 16 R . ......324 R A21 1"bE gRl+w weal 67e1GAAIYAPe1.A• A18.0.09•1• Hakim 0N11o®Iwl.ow+V Ol•N.) N4 •i Ni DO N4 IA. 2/14 NO NI. 0.... uS P. NO 1+i0 P NINOA. 1.+.41 IbNNPb T 24* l..J.1 AAA l.+J^I TAINN - P LO.�4^1 1 ANON L A 04 4 T AAA AA TATA. AP. AAA 1 TARA ltn4^! AAA l�1 T AO. R744 3 14b1 1�141 I%: III IaI g%I IYI :%} EIE 0./ IaI asE isI IaI EaI ;%I Fg I"aa Ifii II ON 1R! IN IT Ng IR. TN 17110 411 Al AN AI A 1111 OS 1A.1 610 MS 111i MO 611 Al 1240 A0 O1 1A1 III IRO O1 9lf I716 110 621 11121 GO AI 621 A. AO AI AA 01 ITU A 1:1D AN 90.1 111 MO SA 1111 031 111 1161 90l 1276 1711 OT Al IA A. w 170 ON 171.6 10 Nl.T W! IA! N. IRS 191 17/1 A 611136i A.1 TIT 1Rl NI I71 06 Me 1111 Al NOS 1711.1 AN AI 1111 1101 TA Al MD MI 717 Al NN IA.I H 111E nN INN 15. 1521 NO INS A0 1116 110/ 1R1 156 144 1/11 m 1711 IA 17.1 NI 111.E IN IAO 1116 IRI TN ITO ON 1N.1 ICI 1701 Al IRO III IAA A4 11.1 01 1101 9N IRI AA AI MI Al NI /9.1 1161 1701 NI N4 1R. 116 IAA //1 IRO NO IAA 1117 1Nl 1310 NA AI M. 1417 1711 343 Al 1611 IRI A N61 1111 1710 03 A.. 1511 IX. 1.0 AS Gil IRI NO 316 1611 1111 03 OM 1R1 A IN. A1111 AR11 AIAIA 1711 N. Al IA MI MN 131 A. 1111 NA 113 ON AI IA lNA ON 1•. NN N l 071 1361 Al A MI1•1 GN CCC N4 AI 114 Al 1N A. AI FRI N1 AI AN Al I102 AI an 161 107 01.1 AA 141.1 AN Al NO Al NI Al 1243 0.4 A 27.1 1MA IN. 196 WI 114. 13..1 N6 1 714 107.1 100 1111 A 101 1101 1611 SO 10l I4.1 1151 O6 ISO! 100 1111 A 111 IN. 1011 141 0.1 NO Al .1 N! 1N0 1111 A 601 N41 112 A 624 4111 11.1 AA 1 )AI. 141I NI 4113 AA 1116 NI Al M! 1011 1111 1112 Al 11.2 N1 1031 M 71.1 NI O7 116 7lI N1 NI N/ •I NI R. 1M 611 NI 1111 OT NA NI 733 TA 8 NM A.. N4 191 /• 111E 04 IA 7O 1112 36 INA 10 42f 194 11.1 7N )Al N4 N1 TO R. N, N] 17I 610 .N RT 7A 47.1 01 Ol AI 411 151 •.1 01 N4 a1 Al N] III 111 ell 111 AN 111 NI 0.1 O6 633 171 6.2 M 41.7 171 01 551 4A1 PI •1 161 X. ill a A A7 Al 30 631 11I AI AA iA NM RS me Rl I O. IN 114 AN WI 111 434 •l 41l EN NI 6N 1U NO 01 414 X4 AN A. A 316 AN N.I 07 233 fA 11l 40 MI 00 as 4N INN 41.1 4A 611 01 0.4 46. 01 4N 711 NA 3/.1 .N 31.1 411 a! IA 171 IN III 7116 N.! OS O.1 3/1 111 .a iu 7N Al NI 212 96 116 40 G1 A 1114 NJ NI 461 A N7 N1 AI 113 311 NI N.1 317 X0 441 Al 262 111 NI 91 A R! Nl Nl A 11.1 N1 71! 713 NA N1 101 1N NI MI 91 AI AM R3 A Al N4 711 91 111 A III A 101 O1 III 17t 73./ 7N 241 711 21.1 926 •I A 111 321 Al A R1 1N IN 1. 710 217 ill N7 111 N7 91 O tU I13143_ IN ABLE 1 OB IAA AIANNC.p8d1y 2710v1c1m ANN. Nile roe) ANS0N IA aA PEGA WA A.NI.TW PON:n. 4.....V.. Ylr A:mlr.Rm of I3 uiNm �� ....W.'''. wROu4Na IN II Om Are:. m wEB DeO A4Aty ON NW Sara(CM 222 lr SIM N31 ON.. ...NM NN CIAR. PT 1' 242' 1• 2.4.2 SAN r 2.027 1' 2.422. r amr r elm. 05r DAM 22111.21 ES IN.r /Sr 134' 131. r Fw 1-YI' 199 144.7 11:r LW r 13r 13r MN 1N2220 42..0 C.:21N2.6204341CO20212 It SON NO Es 4tb Nob 1N.. VON NON NON Teb O.t. ANb NG 0 MIN Nab 5Nb NIN MK 4C 1SN or o•Nc•F7I 7) Am 70b NA 11A WA NM Nob WA AA lu1 WA 1VA6D7b IA 113012/ 4 ANrg1.1r AL 0.4/ 9106 ANONO/ ON 9 Nob 7Nb Nob IlAN AAP IONA MO AM WA 7•b SON MR Ix ON. Mb 11e01 IArtr•r oe7ML*t1 2ANr •0A4YR N.N•i 1-51 2193• fern 146b 2260 AN tab NAG AIN I7/b Sofa 00 Am O!b from alb 340b 2 M222.1.1.121121 O CI ropj1_y 4_ P• m so Is NA MA AA NA lees N*A NA AA WA MA Alm 40b 162b FIGURE 1, • ROMEO. 8• 8• • • • • • • •• 8 • • • • • •• ■ • • • •• O•••• i • •CUBE 4: e • :o • • • FIGURE • • • FIGURE • • • •• • • • •• • • • • • • • • FN'URr ••••• :6. • • • • ti• • IP• TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERA. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMOR OPENING WIDTHS IS ALLOWABLE 3) MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS cup MAST SHORN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPIOIOMATE HOLE LCCATIONS. BE USED wAm. 4)SUBSTRATES: CONCRETE SWILL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AVM C-80. WOOD SHOJI BE PRESSURETREATW YELLOW SOUTHERN PINE WITH AN SO OF 3.55. ALLR.BNUM SHALL BE 8083-T5 AND BE A MNNUM OF .100' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045. THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AO A36. ALL ANCHORS INTO METH SWILL EXTEND AT LEAST 3 SCREW THREADS 4EYDND THE MATERIAL AO & F12 ANCHORS INTO W000 MAY BE STEEL.184 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: )X "'aim G1P....x\ .ANCHOR CAP.... MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING; WHEN IT IS LOWER TRW THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMNMUA ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 12S X 3.25'X.RC MILLION FOR FEIO1461 FOUilS 115'X325'X12r W:L503 FOR FACTORY -MULLED UNITS PRODUCT REVISED 11 1.2 Cede with me MondeN0NA. 17-0630.01 I11111111IT//, s‘ 'AONT uny, CEN,yF � . • • • • • • • • • • • • • • • •• • • • • • • • ■ • N • • • • • • • • •• • • • • a • • • TABLE 11A IMbn C.p414yT.M. R.AI') 1.. 1A4 10124 Alm •. 1)04 1, Wl0(0,4 141/ ..1.10• 4161e+09 0300113 IYdA 60141mMYiP/aa) a•46)1 0• AY 71• U. fa, it.• 1■ 11• 14• R.4M�4. 1410s T44TN. 141, way, 100. TyTRem,.. 14.49 00,40 TlHRoRem,.T•IlDi 1.4066. 1 16•40s gip,. 1.00 tyro. 1.44.119 Ruh,. 14448 Yp1N 14r4 esna'P.. 444I 7a,TIw1 064. 04b•4t 14.4. Tn6/6wq 4104 h...... 044110 00,0 0114 14460 Tag }I l tn.e IA 1711 41 1n.1 74 2111 47. 111 161 911 91 1711 41 140.1 m 174 1111 116.E Ol tn.• 94 ROt Ol IRO 41 111 Al MS MI 14.1 01 IX. 143 VOA 621 0h 4h 171. 701 111.1 W 174 11 04 661 1702 NO 176.1 DO IX] 1113 m1 161 VIA 06 111 IR 1701 117 17.1 U. 119.1 173. 191 a 1711 11U 1701 m 141. 2267 174 0• 90.1 747 119l W 011 1. 1701 431 I111 101. 174 OA 141 1105 014 I1 Ina b5 int All M. +44 1761 711 171.1 170 1701 756 M. 242 170.1 134 1410 2H1 MI 156 6144 uf. AI 7V 174 11 171l 10 AI 111 AO. 146 94 71 04 129 MI .0 1711 141 1710 LA 'A1 ON 1711 04 IAA 10 A. at MO MI 141 •1 141 H• 1111 11 1.4 174 165 171 111 11U 10 111 737 1701 91 17.1 V. 1111 11T R.1 a AI 104 HU 10 111 071 1n1 IVO 174 211 134 1163 MU 463 174 1.0 A. S.t3 11• 143 04 T.. 131 1n1 16 111 ON Ill.. .0 Till 130 RL• Sit 191 141 A.6 41 1711 03 174 MI6 174 110 1711 11 1122 101 10 AI lb D11 1•. 174 191 1227 2162 +n1 1171 LLL N4 tnt V4 111 TM 1310 n0 9U w 1A.1 11l 1741 XV 711 1St 111 1 ION 174170 1*6 1156 430 b . 77U 1210 1430 111 17411174 5 1226 1.6 1N 9 1172 11.t 0 m LW 1nh 140 143 1111 m 1n 1276 MO O 110 7A1 06 9 11 1A nU 711 174 91 941 1734 1 • 415 112 1731 1.1 111 11. 1734 10.0 1364 1.1 1731 160 1352 NI 1731 NO2 ¢4 5 Ina 192 770.0 fV Ina 94 1711 li 101 10 In 91 173 1661 +112 91 1311 554 111 91 193 946 90 951 14 1.95 1243 120 Vl 106 143 129 73.7 1656 90 121 nY ins 1711 IV 100 121 1741 111. 1661 107 113 85 114 un 1521 107 912 1.n 111 •7• 1611 1477 915 1111 •. 19 rat 116 773 ton MA 7161 611 1477 PASS 1164 M 7V 14 1 1421 1161 110 142 IN 1114 1111 011 .N 106 I1N 171 NI .0 +110 1x 0. nl 1111 V1 I1 n. 1110 R7 .11 02 111 n.3 1t 1.7 111 161. V• 4.1 119 07 4-1 MI6 11 9U to 17l 14 1411A .N 01 to 43 12 731 In 71.6 t1 sU Ys 733 .9 OS VS 664 IN 4A .n 571 IN 411 A Sit 74 11 PS N. 117.1 122 771 051 6 111 771 76.1 Sal 61.7 771 .11 04 024 771 O3 a 447 741 41. 41 411 771 41 17 34.1 771 34 .31 11 771 351 01 17 771 14 412 TM 747 771 113 U4 0.1 731 .16 40 613 71 514 645 473 71 4 • 01 421 71 01 41 n 1 71 41.1 01 311 731 361 610 77.6 b 30 01 07 71 15 sn +1114 TO 411 01 11 60 44 01 172 61/1 421 04 03 42 571 Cu 311 64 31) 04 163' 07 3a1 04 02 01 1.0 14 277 511 20 DI 24.1 611 70.7 01 234 61 140 17 41 1.1 IN 213 41 1A 55 0.1 49 14 1f 21.7 433 24 ]i 113 03 20.1 30 0.3 43 12 316_ TABLE 71B wawa an Can. An horC0p0407 30Um TAM (a) MOM OW PM OW 423/031 44 M.7 6hC.P P.b1I. ^/e/110 .tr Ho Moran W7l. Mum T.be4. Tr 00U4.m VC He O.44m w55 H. 447s1a1 50r H. ..... C36134 Am010 076.166 14..5m)24.w5R 123w 2 •Sew ...cm NP 941•31404 2.Y1 .7/l 110 r 110 2-FT .HAT r aC 00C 032 4.ae41 134N +AN' 144 taw for r 514r ta4• NH' 4444 r 144 13r wI4 479+.A 0 C. 4 N.0nr 00.19B4'7*1t 00 w sal at woo .. 1014b 2AN 'maw 20b .1Y DO 2 Ns.. • 0.3 0000.0 onswap Po • Ab fib MN 5t60 NM a9. N1b NAY 4 A4M4.1.Irlb 444401• CT, 0 C 431191670.4041. A MP nowt mew woes 1166es mow sob WA Mae 740. lees VW IS Nth OM Ns 1124 4A1I00411.1.4.400E.l V434. 11 Trer7�I0.4 AAAI is 1•b Rath 44et en to 136b 00• 777b >mb b 034 la The 221es 2• as 510319 1N0.1 •t.1r M6OG/Flip P1.Q i9b foes H4 ..A N1 Hal lob Wl 141 MAl MA Y 11b 401. FIGURE 1: • • • • •• • • • •• • • FIGURE 4: • • •• • • FIGURE 5: • •• •• • • • • • • • • • • • •• J • • MOUE FIGURES • • • • • •• • •. • • • • • • • • •s A BIT•••• • • • • • • • • • • •• • •••• • • • • • • • • •-• ANGLE CLP MUST BE USED N PNRS. ANCHOR CAPACITY ADJUSTMENT FORMULA PP..)X /AMCULLION IgR �- 1a ANCHOR CAP... \`MCM.,,,,,. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REWIRED' CORRESPONDING TO AN ACTUAL PRESSURE RCOUIREMFNF FOR THE OPENNG, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MNMUM ANCHOR CAPACRY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING TE TABLES AND SHEET 25 FOR NFORMA ON ON LOADING. SEE SHEETS 2-4 FOR GENERAL NSTALLAT2N METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPFNNC WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR D(ACT DSF77SKIMS SEE SHEETS 21.2 . HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL R 11RICr403 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1307 SPECIFICATIONS. HOLLOW AND GROGT-FRLFD CONCRETE BLOCK LINK (CMU) SHALL CONFORM TO ASTM C.430. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WTIH AN SG OF 0.55. ALUMINUM SHALL BE BOB:i75 AND BE A MINIMUM OF.10O'THICK SISEL STIRS TO BE A MINIMUM GRADE 33 A7D .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125. THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFJOS BEYOND THE MATER/AL 010 5.12 ANCHORS INTO WOOD MAYBE STEEL 18-B SS. OR410 S.S. 133- X3.0r x02r 1•1LUON Od 3 0 CE R f a 1 O rn cc to 50 iPe ean.P161a/ with the 2n41tla Mow -No. 17-0630.01 Eaplratia. oats 0526/2021 Ml.an P.O t PRODUCT REVISED Y.BQf•S FL P.E.# 68705 • • • • • • • • •• • • • • • TABLE 12A • 1101172p0e yT0b10(WIB') 2.4315 W IbA Opening 1WI7N1801011CR7spMwlp 2000110 060770062 Weight (1021102072110100010 Fill) Mn IN Ton Ox Mx 10x 12.11 106 100 In own,. 12.05 e-A..rAO 14620 46406 1100 04.4•276 7.626 0. 660 6660 420071 06016 1e010 1161-M 1000 16666. Lwow ixeb-Y 106e0 66106 leeel 06606 tall 2000 74060 00M10e 22.06. 10270, 660 Hoot. 42200 0060 7011I R.�d. 14.610 010 11111111111111111111111111191 11111111 1 11 l i 11 11 1 11 11111111 11 11 11 11 C 4 111 U M MA 4M 1700 74 MO en MOM 100 m0 170 03 1700 610 1700 111. 1700 521 170.1 126 10101 170146 60.0 170.. 176 170 621 M. 194 1701 01 106 1764 1111 1700 01 IMO M 1101 5114 170.0 00 170 00 1700 IRA 1710 001 170.0 tt15 163.0 06 60.0 1417 17160 51 7701 1710 1200 00 1704 163 1751 000 170.0 207 7730 OM 00264 170.1 141 17110 0 17110 00 1100 RI IMO 106 110 01e 1100 111 17 0 70 1700 136 171. 747 60 164 1110 10 1760 1713 170 114 17 0 200 1140 7/ 10.0 261 170.0 750 641. IAA 10 16.0 612 17111 M 110.0 00 1700 116 111.0 714 IMO 110 1700 10 1700 104 IRO 01 1700 194 1105 M 1746 MIS 17 0 MI 1700 2731 1705 111 1700 Me 050 MI Me 1750 W 1700 701 070.0 03 IMD 711 1756 04 IMD 01 IMD 1417 170 04 IRO 104 1760 M 170e 1771 1M0 1033 1700 2125 17 0 1063 1152 2071 1710 100 610 500 1700 100 0115 17 0 00 1700 14 MD 1111 1716 113 1700 070 LIMA 60 MD 141 1760 1015 7M0 1072 1700 1075 1700 11151 10 1122 1110 201 1701 110 117 7303 170.0 1171 65.1 2563 IRO 1111 Mn 11(0 01 :710 7011 LIMA 110 100 10 17M OM 7101 100 100 10. 100 1638 IMO 17A 1700 1115 1760 1W 1M0 1210 fn. 2211 1M0 0M t511 NA 110l um till 637 1700 720 Mx 1700 100 170.0 NW 1700 1275 170 1M 1761 1420 170.1 1110 17 0 160 1700 ire 1700 1013 575.0 1315 170.0 205 1110 1107 1430 MN 170.0 110 1201 704 1110 Im 101 NO 1760 IWO Mx 110.0 1126 0710 07 1751 12411 17110 10111 17 0 100 1726 001 1700 1714 171.0 1322 1011 100 170.0 1421 14e0 ow 1700 me 1*0 0004 MA 051 1061 100 1541 1106 05 WM 16.7 1531 Mn IMO 1151 1710 IR 111.5 101 1701 11111 1712 1011 1700 120 1710 1012 1710 131 1627 101 170.0 474 104 101 111 1101, 104.E 100 1473 1473 02 101 13110 14M 00 101 721.1 144 10 1701 1318 170.0 1344 11.1 131 110 1111 IV .4 1311 110 110 111.0 1m 1213 1170 61.4 13011 173.2 11(11 03 ON 1020 WO 741 TA 10 110 00 tie 0.T 110 000 10 MJ 05 10. 47.4 120 M1.3 10181 1223 lag MI 1021 101 01 1112 1081 0. 1271 Ml 1014 ell Mn Ml 10 70.7 1f21 111.4 1011 MA Me 712 00 17 I266 04 m 4.1 1210 51.1 147 LOLL 1011 01 111 m 111 171 MA W 74.2 Rl A] e4 17 Al) 01.4 R1 0.1 171 01.0 03 671 m MD 116 41 al OA TM 272 m Me 70 324 071 WA T71 Ill a 14 41 03 172 101 60 01A n1 02 211 R. M M 0. 714 RD 60 M7 04 47.7 MS 510 774 36.7 n6 4.. 11 34.1 n• 402 71 22e 01 17.1 7A 11011 M1 761 70 111 Ce 716 16 70 10 71 W1 en 472 70 4A M 411 710 4.4 00 37.1 65 45 11 311 711 14.0 061 AD 71 31.0 041 ae 703 MA 061 14 x 47 54 42 264 304 546 AD 421 111 64 311 41713 `M 112 46 03 e46 25.3 40 211 M 04 474 702 54 1110 61 1. • 60 111 45 137 _ 640 113 441- TABLE 128 510016 27e CORM. M 10040061ty 100e Tab•)••) 46000N MOM., FT100 Mmi A 473010 p Pel•me 01P Br011.0m vl ReVlMm >ur racca 717 EOe UIMm 021001.660 1R•9515051*0Ye 5*50d issm 54R00 A66e0+0 0A7M 90000 01210e Ws021 Sel 501i0 top beau fl 3' 1-47 17 447 117 7 2.107 1• 2.117 7 NA 7 A5r 07 0 0324 6416000006 Wee tar 3447 1b7 71141. l.vr 1-04• I-5r 1.34 HIr 2 1 0' 1Or woks3Mc 0C.2101M000M0P 25 SI Sob M1 ♦501 005 01 Its Et ix 201 3541 WOW 3741 11 4: 041 341 421 9106 •4.17- 301110 007306600006606 763 101 00114 1604 1604 WA 5011 NA 0014 MA 506 lA 021 MO 11200 162 4 606• l21 f A0 0w44C'777*0 .Cp2P001 162 7 s WO be 1501 1561 CS2I q7 tans MA 7601 1r15'0 f6Y 1w01 000 M0 4AR0 01 - 604140 141O.C. 77479470.7.7211154 11700 1170 102021 002 20001 82131 044 1102 11221 SAm 2111 1021 Lank 160 1 1.M•074.001 UC4. 60.12r MM�0 T1 07W MA NA 744 0724 MA wA WA MA wA 6ARM• 02.2210. 11.12A 754 f44 MA 11 NA 0NM NIA1w 7M 621 WA 1l5 NA 0A n et 4M7w0.4M•SM. 200 016687415006410•e2 NO Sr 370e 31503 A11 7434 A61 701 NA 04A 2441 b2b 0A xA 34111 37ob lA 0A 604 wA_ _ 1M _ 9411 5110 054 660 5101 Mb SAR1w4.1T•110C7?O FS75 441 bib ROTE FOR THE OFFSET CLP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP F'GURE 7: FIGURE & • I FIGURE FIGURE & FIGURE 4: FIGURES: • FIGURE 7: FIGURE& FIGURE* FIGURE Ur Ie •• • 01-r • • • • • ANGLE CRP 580) M (FIGURES N PAR3. Cs)CIRCLED VALUES ARE USED N THE FXN/FLE ON SHEET 24. FORMULA ANCHOR CAP (DP....) X �)% ANCHOR CAP. `MULLION CM.:,., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MU110N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL MO MNMIM ANCHOR CAPACITY WHICH MAY BE US®TOOUALIFY ADDRIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA3LE5 ARO SHEET 25 FOR MFORMAT70N ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIIOROPENNG WDTH515 ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR DACT OIMENSpNS. SEE SHEETS 21-25. HOLES TO BE CRAM) N THE F2EL0 FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 71.21 FIGURES SHOW SIlO0E51H7, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO AC1301 SPECIFICA11ONS. HOLLOW NID GROUT-F5.lED CGNCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREAT® YELLOW SOUTHERN PPE WITH AN SO OF 0.55. ALUMNLA4 SHALL BE 806345 AND BE A MINIMUM OF.I2S THK% STEEL SUDS TO BE A LAMA M GRADE 33 AND.046' THICK (15 GAUGE). STRUCTIINILL STEEL TO BE AT LEAST .125- THICK NUMB. ALL MICHOORS NTO METAL SHALL EXTEND AT 7FAST 3 SCREW THREADS BEYOND THE MATERIAL 610 6 612 ANCHORS AM WOOD MAY 8E STEEL. 18.6 ES OR 410 S.S. 250' -2.000'� 2 %4' It 25.1AAiION PRODUCT REVISED ▪ ph0O w0b the ?tackle NO�Pp Cel• 17-0630.01 l4Win5H0w Me105/26/2021 By Mi1M uct Control 11t 111117 e1 s.' O LYNry,y'�.,,. CEN V N0.58705 nJ• 7E J 'SS'ONa . E ‘. A LYNN MILLER. P.E. FL P.E.• 58705 • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • TABLE 19A MIALon Capaciy TAM Oboe) 222,.2E MAIM ON** Width Ow349E P5*, •) N OAN07p NaigM(5 hVorle6y+oN711.1IRirs) NY CM AN 01n W* 1NY LAY 140M 100E i0✓Os6 1640 1YP11145 1407E baW04 WAR PNMOO. 1/41•4 IY.W4 3*15 0. NW* I44p4 130r0 T.pR1W6 NOG R...b INN 7495336 Olio 140064 laic O*LR L4a•B I0tl0•4 URN Tad746 Im. 141404 ISMa 70 505* NATO Am•4 7a04 RM4gw 1M0 Now 1 IIli!Iil11ii!aiifi1111IIIIliII 111 111 111 €11 111 lia 111 111 ii 11 111 ii ii II ii II 111 ii II 11i li II 111 ii il II ii II it- II l .1 as1 ii II hh if i iili II b E t247 1A1 0• N00 415 tAD 744 1760 471 1701 Al IRE 600 170A 002 1R0 OH IRO 111E IRO 521 1701 12141 IRA 521 MU NN IRE RI 116E 1735 17171 Al 179A AO 1766 011 40101 1R0 705 IRO 0M 470A 00 170.0 BM IRO 000 170.0 630 1AO 1113 100 001 IRO TM 1701 277 1R0 1417 116E ON IAA 170E 170.0 ON 1710 RP 176E ON IRA TN7 170 NO ROMb 110.0 747 IRO ON 7101 NO IRE ON 1700 1044 170A OM 1760 1165 170E in 1R0 130 176E 741 INTO 14N 060 10 IRO 170 IAA 70 1R• 742 170.0 7A 176E ON 113.E A MY 1R0 197 IRO 412 IRA 953 176.0 ON 171E 1191 110E AI 1701 12A 170.0 ON IAA 1434 1R0 07 1160 1911 1A0 NO 1710 11'3 1710 N1 MA CO 110.0 NI IRE EA 176E N1 NM 19.0 035 1760 AI MU 100 171E 1N IA0 IT• 17A •n 1760 1417 IRO w IMO 1601 1/10 ON 171E 1771 IA0 1033 LIMB 205 1701 100 1760 2471 1A.6 1003 TAO TOM IRA 100 •M IRO 035 176• 745 1101 11111 106E NO 170E 1302 1760 NO 170E 14N IRO 1611 170.1 HA INTO 1011 INTO 101 IRO 1123 IRO 2231 170A 1119 IRO ZVI 171.0 1171 IAA AA 17119 1171 NM MO 01 1710 AI 1715 110 IRO 00 IAA NM 00..0 1002 1R0 10N 1A.0 1406 UN17M MI110E I10.0 IN MO 121E Ma 2334 TWO 1215 IA II 2727 110.E 12N IAA 3117 171E cm R1• 171E it 179.4 270 1AA 12A 1769 1000 170E 10 IRO 1126 7A0 1A0 1A0 12A IRO HIT 1110 INS 170.0 TIN NA 1217 176E AN IAA 14N 1R4 AA 1706 110 171E 040 IRO 1. AM 1760 1121 176E N1 1701 AO 1161 1010 IRO 157E 170.0 NW 116E 170 176.E 12n IRE AA 1760 1421 00.0 ass IT6E NN TM AN IRO NO MN MO 131.0 AN IAA NN 1700 7705 AM 17110 1151 17110 437 170.0 1N1 U00 111E COO 0111 ITN 120 NW 140 1910 100E 1R.0 2Y72 IRE 1474 LIED 2432 MT 1534 DU 270 I70.0 1700 1R0 an IRE t777 171E WC 1760 17N NM IA lm 1111.0 110 001 RN I70.0 10 1A0 taco 1160 14M 170.0 21>S 176E NM IRE 2301 1710 1713 170D TNO 00.1 1911 1101 M00 TAA NN 1510 3171 IMO 2R3 03A N0 IRO 4361 NII IRO 1417 NA 0R 170.0 ITN 171E 14N 176E SO 171E 10n IAA 2207 171E 170 IRO EN ILEA t•R 1710 203 IRO TON NM 2110 1R0 2331 117.1 310 MR 24A 121E 110E 1001 2422 103M 176E I511 176E 140E LAD 1I3 MA 1M 170.0 2231 771E 103 1720 2360 IA.0 TRa NA 27N 170.0 2771 1463 2A1 199 220 121E 2701 146E ml 1431 MI USA 2234 127 VII 1160 21110 III IN 090 101E IRO 1401 IAA AN IAA 171ON TAO 220 LIMY 1012 171E MN 176E 210 151.11 TER 142.6 22• 122.2 AR 141.4 21H 1139 NT MS 2120 RA 203 1i61 208 10.4 >m 701E 2011 IX In 1764 1771 1760 150 110A anS IAA 1494 1.44 RR Ng 1M1 132.1 294 141.4 1436 1A.1 2232 I272 IN 1041 22st 141.7 1M5 OA SW NA 1422 772 ass a0 toe as 2251 ND 160 14M 05.1 13M 1200 14N 1042 ISM 70.7 14n M4 1N4 NS 149 732 1564 W7 IWO 032 194 R] On 120 ISM O17 123E S21 15114 au NO 40.7 1004 462 195 RI 1414 04 I20 TABLE 13B WAINCp Pallem MAW 124 [aP 64a4W Aa014a44.1 4A**44• 4IV AYI 0.41016.40 roat40 pa 11n 4AW7a•• 4.1454 0.5.1000140 IO100.111915022 swot vs VTOL GGI INN 448 4ANNO 4M0wn•r140.c /01.5Aya0M/ 03362 • ANIw• r740C. /In1.5 Nora* FII.O 11 NW. 40 IV. GG/MO A *Loa/F0 T7 4 AA0w• 12014NC. 712019 tN.IN' Ala. P6 N amebae B ale 4' aC I0t>k Ne.OT Ns. FR R 2 AMb1• or 500.O.01Etl0OI. 111I ]il 0W1Y Ma01be110 NW 2R b )N6 LIN. t0b HN4 16N6 wA NA 3006 4 AMla• 171.11. O.G/ FAO. Ill, so a. NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP TAW 1N MO Ns 6 lNb INO._ 11pb wA 3Nb Aad107Capacity TN* 06) wmUN. 1' iN 4.104 931100 10H b 0 154 1200 I. IA WA WA 4906 21? INC NOB 11N6 ON Its NNb 1121100 N10b NO Os 51.4 MIS OW ln.va 31R 1M1 b RRb WA 116111. >1ab NA 16164 MH'Ela12070 MAT na be wb 31014 1000b WA WA SA4 N? 3N6 SN61 AO RN 300b NIO 1Ab WA TN 4 FIGURE 1: FIGURE 2 *IL FIGURE 3: • FOURS O: FIGURE O: AWN FIGTR;4: • • • • Ni6 Mow NIA 4104 MORE a: VOLPE4. FIGURE10: MVO it .II ID I] DINE 7: • • • ANGLE CUP (FIGURES 5-7) LOST BE 5F0 6M PARS. 1nb.1340 Mr Ube Mum 1' 319. TMb 7400• TNb No a. WA toss et WA WOO WA IOA4 NA 15Nb WA WA AI Oa 70b 1/e OO E. ACA401W 3A6 TO WA 7• b 14NY WA WA ILIA Nob WA 034 WA Mt130 I•M* 140 1.114. 01IA 12A4 114A wb 1704 101 0N6 ILA 104.100 I0 I. r wb ON Ps NO. 01Nb WA WA (116b 177 Na0100 N. 07 04r IN 341 b ORB 'Alb 0R6 t2N 200 be IYA K16 .061 ot e w 6Sr IN WIN NS4 17706 Save. mc 2046 NA 404 MAI 112 2101 Sawn At 032r 5006 11Nb 2240b 112011. 220 3310 6 100Y 2161 NOb WA aRb 04/34 100 Y4 7MEI4T FORMULA: ) % / ANCHOR CAP.,_„ O) .ANCHOR CAP MULLION CAP.,-. USE TINS FORMULA TO OBTAIN TILE 'ANCHOR CAPACITY REOBAR9n CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMOOT FOR THE OPENING, WHEN IT IS LOWER THAN THE MU LION CAPACITY (FRO* THE TABLE) OF THE SELECTED *TALON. O WILL VELD A MINIMUM MA.HOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE • 2.5n 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 NSTALLAT.ON METHODS. 2) LINEAR INTERPOLATION BE I ne0N MULL LENGTHS AN00R OPENING WORTS IS ALLOWABLE 3) MUIICN AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TORE DRILLED N THE REID FOLLOWING ONB4510NAL R STIOCTIDNS SHOWN ON SLEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIFICATIONS. HOLLOW AND GROUT -FLIED CONCRETE BLOCK UNIT (CAW) SWILL CONFORM TO *SW GW. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PNE WITH AN SG OF 0.55. ALUMINUM SHINL BE BOSI-TS AND BE A AONIMIM OF .125. TICK STEEL STUDS TO BE A MINIONS GRADE 33 AND .045 THICK (18 GAIOE). STRUCTURAL STEEL TO BEAT LEAST.12S THICK AND A36. ALL ANCHORS INTO METAL SHALL L EXTBO AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. SI0 0 012 ANCHORS MTO WOOD MAY BE STEEL 184 5S OR 410 SS. F--200n--i rr% MALON PRODUCT REVISED = 0000074074 =4m 1A. R.Rea 700*400. 17-0630.01 exp.* * Cab 05/2612021 sy - MRa.nOA 010E V.A. 111111"I ll1 boon /`� UCE/+se*l�� *. No.SBAS .13 ;0,�-. ATE T•' %V�: FL P.E.S 58705 • • • • • • • • • • • • •• • • • • • • •• • • • • •• • •• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • •• • • • • • TABLE 14A Mo6so CapaNT Table (MIRO 12P a 2.11' Xi10 wi OpN1.• MOW (f6r3.N3N-oPma*V mW2N) orOPenbl KAM M (lot IothoNa6merv3r9 mare) Win N. 7011 CA. 100 MO 11 1208 14. . 2011 INNS. T1eMM.e 4,4 844 . 1m/M 44241@4 Laamo 24014. 1.40. Lae. TnIRM. Lae. S..V5. Les. Toom. Laem. NNN.. Laem'. 14416.. Los. bC 1m0e1 14 8.0O 7r02200 Lamm Bemr•A. Los. 71e01111 famm NO. La.m. .1.144 1.40. 1aaa. uem. Lamm 11 h1 II it 111 1111 11 li 1Leme. 11 11 li 1 11 h li 1 111111 h1 1 li 1811 11 li 11 8a li 1 11 t li 11 1 11 11 �' 11 1 11 1 li 1 11 h1 li 11 II l$ 1 R #1 g li 11 g li 11 ' 11 J 1 NI am 1m0 321 CAS O 0•7 125 m0 1N Ma 3S CA• m 191 317 627 401 7121 215 Qi •m 71e 314 62 NI 7eS 311 34.5 . T. 314 93.2 •m we 314 •. 21.3 a KC 301 m. 7m 712 294 Y. 202 T.1 IN 51.5 34 61.1 1• 417 3S1 Ole 'e 4.2 302 620 210 34.3 Q 61 213 84 3122 QS 2133 •AN w] NS 623 213 CAWS. Al TM N.1 361 CAS 211 114.2 2N NO 316 5/.7 268 42.0 3N 515 263 Al 211 816 191 NI 100 415 2M 263 3M 1N 242 316 Q1 212 111 3•e N. •.5 Al i1 M ea Be <7 2N 222 2N al 2m 202 2m Al 2A TA 2m at, 2m 227 2N ma ea m1 1m '.1 A.2 171 R.7 2AS 322 211 133 2M 212 Zf Al CAM In Q7 . N/ 2m 351 2M m1 ffi II5 D1 347 112 E7 2m ri1 1• 231 z>. 214 1m 2m1 NO 17.0 2e tN NI Z. A5 153 CO AS 213 224 1N 31.0 213 317 1w Ai 2u 211 171 Na 173 me G El 1w 16e 213 231 1m 133 213 221 127 A3 720 1m tte 2U AA 1m met 72. NS 14 41 1m II1 171 NO 1A 261 111 215 10 1177.E PO 163 1e 1.1 179 10.1 1.43 71. 213 Mn 114 td 211 161 N IS 114 161 MO 136 132 161 120 02 72. 22.e 122 AS 113 45 1N 1U 1N 111 IN 17,11 .N _ • 1.4.14147 A.AomoTY ADIu ...___ .._ AKAa1CH• PSOnx 271 Canoe. Ane11NC00em0 fH ON le.o 4.44A M. CMS MONO PTWSS M.SSW. ''5. f%'Ek.u11m WOtOlbem Wzm alrl3aVlMm w[teUscm. W33 Eke worm. S.BEU. t•Mm W502Z0 Amoco. IN2e. .(6 N.1 B128NM Now NS 013..e1 a. P SLS) 1• f1? r 2-1• .2 3i0 srr, svr z oar z Ow 2.3r 0.Ar E�e•11.eep0 eemlm•F ler ter 1e41 1s2 z 1-1/r 1-1441 VMS - 1-W ICAO. 9112 7•So 142 NOS 21 1e4 ties" Rb 1-22 !Mar Nees 14.112 •*aloe• r1b. cat. , 58SAepe 43,p101) 11101115 L 7210e NOW 10 e3 •Mob SOS MOB NA FIGURE I: • • II • • ANGLE CLIP MUST BE USED N PAIRS • • ENT FORMULA: ID-)X(A N C " ANCHOR MULLION USE THIS FORMULA TO ODTAIN THE 'ANCHOR CAPACITY REOUIREO' CORRESPONDING TO AN ACTUAL PRESSURE REOUBTBAENT FOR TIE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM TYE TAME) OF THE SELECTED MULLION. IT W(U. YIELD ANNIMIRA ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANOIOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON 12SWG THE TABLES AND SLEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-2 FOR GENERAL INSTALLATION MtFILO4 . 2) LINEAR INTERPOLATION BETWEEN NUL LENGTHS AN01Di OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULION CUPS SHOWY ARE NOT TO SCALE. FOR DUCT DIMENSIONS. SEE SHEETS 21-23 HOLES TO BE ORLLE0IN THE FIELD FOLLOWING DIN22.SKINAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHUd1 CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK INN (CMU) SHALL CONFORM TO ASTA GSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN ?INE WITH AN SG OF 0.55. ALUMINUM SHALL BE 808376 AND BE A MNaAUM OF.12G THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEELTOBEAT LELST.125-THICK AND A38. ALL ANCHORS MO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 13108 412 ANGORS INTO WOOD MAY BE STEEL. 1841 SS.OR 410 S.S. C-1.25(r I 21I16' L .125 1.28' X 211• X.12P MU3ON (A< FNMULLON) yyN iL.4 U ore Z a a yo W y 00 W O Z Z J kEF(FO 0 O PRODUCT REVISED 43114 Gee Monda 1400.-No. 17-0630.01 4.peoe003 Date052W2021 8�11em1�0 redoes Cootrol 111 III r11. 01V. LYNry�'',� �• •'y1CFA3p'��(� ▪ * No.58705 =▪ .. ATE' (0/ ANGELICA �. AI A L�I�/b�Ill�R P.E. FL P.E0 58705 • • • • • • •• • • •• • • • • •• • •• • • • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • TABLE 15A Mullen Gamily Table BO Nlj 336.36 MY MILL OpolingMOM Dar • 50 *-0• ing mf01n)« Opening HAIMBar N IMINIMTHP.T1U ) - Mn On Tn •n On 100n .....N 10► R01.190. TOTOi HON T..... T•A'N•N 101 ...O0 110mA P.... ,ANON LM3113. 41WN P s•1e Lam. 4041 0 LOON PO.W. 10611 ➢T/Ne0 1ssWN ...am 1110q NN6W11 Lops NEW.. WON T0p°Me0 4.16 PNb•10 042,e LAWN WON 1e066 LMW16 LAWN 6.600 4.610 fqg 1 1 II Iyg II II II III 11I 1 I II I5g It 1 h1 h1 111 111 1 1 Aga II 1_ 11 F ify, i Ian 1710 N Imo 430 1701 111 1146 IT IRO 00 1700 06 1760 N 1110 5111 1734 1116 ITC 621 170.0 1208 1100 521 1165 016 1799 021 17.0 1735 DNA 60 140.1 103 1100 01 9945 1700 N 1150 04 IMO 00 1700 01 1766 N 1703 03 AND 1131 1110 01 IRO 1215 7750 en 110.0 167 10.0 N 152.2 133 110.0 N 1506 102 IMO O 1141 1521 4760 60 00.02104 1700 707 17110 N 170.0 N 1760 . 176.0 INN I700 N 1101 110 1700 10 IMO 313 1716 711 102 1443 170.1 /0 1319 1111 1760 0e 117.3 1443 170A 720 101 1143 IMO 70 Hn 170.0 707 TTO 112 1703 N 170.0 00 1753 11111 1700 30 1760 125 17110 C 10.4 1353 IRO 03/ 04.3 1353 1710 ON 103 130 7704 01 1011 1323 1250 01 02 130 1160 001 044 1100 N IMO 0 7700 103 IMO 797 IMO 130 7160 0/1 NCI 1211 1*6 100 1361 1219 1315 N 1111 1210 1611 M 171 1210 145.1 n3 406 ire 1.1 113 711 1211 1011 913 On 1116 N 010 005 IRO 1110 IRO N 1612 110 7616 03 734 1.0 Imo 110 101 110 1411 N 100.1 110 1312 00 VA INN 1.7 471 75.1 110 1252 FT 61/ 1126 1702 00 On 110 ON 1T0 SO Iaa 1W 0 1Q3 NI 1m 100 1M6.1 03 043 1.1311 00 101.0 u 10 1214 30 91.4 1041 1161 en 702 ro0 10.4 OI 1W 103 113 571 10n 100 IN T► 14 0 00 NIA 1O 110A 00 700 7N IO6 O0 IMO 734 O0 00 1001 772 T2 10 OD n2 MI NO262 70 507 000 T3 O3 6.1 NU 03. RS O3 MA 1110 *I 00 T► 110.7 00 661 ON 0.1 ?VI1.4 6T e33 TO 1U O 74.1 TM 03 1 0 •3 7 7/0l3 7V O3 0 0 TO 132 MA 0 71 .1035 6N 30 11 Q ON 37.0 7O Ma 017 T► 1114 T30 1133 157 S73 10 611 0M RI TO 0.9 53 u 70 77.1 01 611 TO Al 02 63.1 TO 11. N 02 TO •A 3O *7 750 532 N 541 790 065 00 •n 21 00 11A N 60.1 933 6L0 NI 61.5 N 601 In al e0 419 IR al 563 NI b XI O 4270 IO 30.0* 23 012 10 231 O 313 IN 2T1 00 111 13 00 •.I 63 61.1 443 013 495 61.6 436 021 000 44.0 CO 77.1 IN 219 421 333 10 10.1 410 707 405 332 N 110 493 3581 10 212 495 00 064 160 N 110 00 10113 41.7 '00 416 161 316 301 556 16 01 111 31.1 33 MI 391 271 33 232 391 20 30 219 30 31 30 17.4 301 107 321 10.1 30 171 316 11111 311.1 370 312 336 30 370 31E 30 275 170 216 323 MO 00 Al 30 21.4 330 321 316 1e2 PO 01 312 150 370 11.1 35 13011 Se4 317 let N 313 31/ 31O 2O 21.7 317 R./ 0• 30 347 001 271 161 317 179 23 14.1 111 32) 171 SM _..^.-.... An11n0r CIS Panama Nese. 1.N0 Armor 0:pw01.w 3.O 00TA 3041 1W0- Flea PTWp1 60tl A1011. TTF. air Elm L10m0 1M EN Neon R1 01060 Maw 1/A'6e LN. 147 BN IAA IM0660 Aao1A.e 51. R0 n21►1 MA.•NH 312016 In0n7031 Up WWII OS 2 >K 1' 2.1.7 3577 3-7.7 1' 2-V7 1' Sur 7 11T 2 60 00 0.30' 0040.10211 HP' NV' 00 1117 2 1-1I7 100 1-170' 4171 167 2 SN0 '0T N0 Ob 3A4401. 3'OS DC g (211•1044ft M.10L It 3Ob 30b Nob 004 176124 370N MIN .14. Nob 37 b 101b 7010 Nb OWN onT. 341b Ob 001A ma as 130b 4*.ld • 12 01 O.C. 10360014127 7063t 70b 70b lob TTON 252310 343 O1 IYA NON Mob WA WA MP Ns 61116 WA 1306s NA 102114 1337b Nob - • AWN • 271700012/ 2203.1011}11071t I7O00 1120 e0b 33064 334.0 _ • • • • • • • • • • •• FIGURE 1: • FIGURE r FIGURE 3: • • ANGLE CUP (FIGURES 1-3) MUST BE USED N PAWS. • • • • • • • • • • • 1•• • • • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 R7R INFORMATION ON LOADING SEE SHEETS 2J FOR GENERAL MSTALLATON METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WEANS IS ALI.OMA3LE 3) MUWON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXOOT DI.ENSONS• SEE SLEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME1•S1ONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 1) SUBSTRATES CONCRETE SHALL CONFORM TO AG 301 SPECIFlGTONS. HOLLOW AND GROUT-ELLID CONCRETE BLOCK 11NR (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURETREATEU YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6093-T6 AND BE A NIEMN OF.12E THICK STEEL STUDS TO BEA MINIMUM GRADE 33 ANU .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .I25. THICK AND A38. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND T1E MATERIAL 010 8512 ANCHORS INTO WOOD MAY BE STEEL 1841 S.S.OR 410 S.S. ENT FORMULA Me -Ix ( ANCHOR CAP'.....) ANCHOR GIP.A MULLION USE THIS FORMULA TO OBTAIN DIE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUA'. PRESSURE REQUIREMENT FOR THE q+ENNG. WHEN IT IS OWET THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULON. IT WILL YIELD A MNIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAKY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as p10Lg Dip 6►. F100M1 Co. 17-0630.01 eoir.$.. D9b 05r26)2021 •y 0 Proust 066111 7114%1111311 1.1aQNY LYN7y� /,, N0.50700 V-0• STATE 6A' .'�� 'SS,910NAL EN 1`1 'A LYN �SiLLER P.E. FL P.E 58705 TABLE iSA MIEN C pally T40M(befit) 120•AO OKA AL BAY NULL Op•nYq WERE 03111141111A•ptrilp 415210)a 00.4190 Height ('b 159120 Cywaeis• min1) 7I0M R.bOb 41n OM 76M Mb 1106 b42•00 110466. t006 166002 TO 1•10. 110100 I•M R... '-'-• 1006 10I••16 hNMOc b6.O•. fas•• T.01710• WINN b00p1• 44.6 .75, •• faby AsM•10b 21• 01 71a1M•• 43mP•• la`, 71p70a Lab. N•no 1•••• Woo +•V ri ri ri ri ri ri 6 3 4b 11ED 5* 170E 435 175.0 744 170.0 475 1700 10 1760 500 100 /4 IRO 315 171E 1114 1700 531 IRA 1240 1710 521 1700 MM 100 521 170.0 414 100 RI 1003 141 1760 41 06 1926 701 1720 621 17011 04 102 504 1760 04 470.5 40 170.0 1133 IRA 14 IRO 1275 1160 577 IRA 1417 1711 130 1017 1637 1756 WO 1403 154 1700 40 1221 03/ 4710 54 161851 IRO 147 1MO 'A 1760 r IRO 41 IRO 1040 1R0 04 1700 110 I00 733 IRO 1N5 IRA 7Q IRO 114 1RI 72 IA IA 15552 1741 74 1621 150 IRO IS. 110.E 1552 170A 255 5111 1750 707 1716 412. 1760 14 170 01 1700 1110 1000 164 1710 1213 ma 513 1U0 5434 1701 m 1$52 1116 175E Q 125.3 1415 1740 101 ERA 105 110.0 51 57.0 1456 1700 461 MY IRO 4115 MO Al 170.0 103 061 74 115E R4 IRO ON 157.1 IWO 1702 011 130.7 1350 170E 0a 1E7 130 145 ON 1040 130 167.1 10 •A 170 14.1 612 704 140 1071 54 46 1710 OM 1710 740 1711 1175 1701 140 IIL 6517 1700 110 1423 1347 10.6 14 1267 1217 1314 IN 114A 1247 1413 14 950 047 1552 035 4A 1247 1.7 106 03 107 136.7 05 ab 170.0 1/74 1710 711 174.0 1119 1710 54 INA 1100 1637 90 121.0 1110 1471 545 1151 1190 1265 5M 143E 114 1214 114 15 1110 119.5 Ia 742 114 111.1 W 64.9 1110 1141 OM RH 1611 1010 1041 177 114.1' I40 1MA 0•. 11. WO 4272 142 10'A 145 1147 as WI 101 0 IC. 47 E.1010 MI WA 43 1010 00A 05 4.7 1010 PI 790 045 1010 07.7 74 711 137.E KO 1411 7M 1141 /4 1220 775 71.1 105 107.1 114 151 1N 162 74 753 110 42 733 Y7 45 43 70 573 14 74.7 VS 0.1 KO74 T3 421 035 701 701 Rb 177.E Ni 1R.5 734 NIA MI 112E 736 R1 41 ILO 725 2/.4 OH 545 713 711 54 4➢ 733 110 al 754 ON NO 04 4.1 031 456 41 N.5 075 317 111 47 672 441 521 40 03.4 574 41 NO 711 554 561 01 d 264 51.7 616 W1 54 162 046 4) 537 MA N1 470 510 Ms 645 03 310 72.5 616 362 011 550 646 E5 sT NY 662 50 76.1 001 561 50 511 401 4.7 561 NA M 426 54 451 MO 4a 30 MA 476 MA 41 31.1 40 M.4 M 33A 45S 24.3 ® 30.6 L4 43 30 20.7 M7 1411E 4. MI 4110 404 334 449 413 34 362 449 35.7 393 210 4• 31.E Nl 210 M1 MI 3R 2. 14I 241 377 R0 40 227 34 17.1 MO 224 MI 15.0 441 I0➢ 365 111 M M.1 123 455 34 301 as 37.1 an 43 436 330 P3 271 425 211 34 365 !26 R7 34 221 433 240 351 114 425 20.7 34 15.6 423 110 343 1205 341 3N 161 MI 741E IN 31I 310 24A 3N 01 321 21.4 301 124 47 1114 3N 105 313 17.5 04 I11 30 1446 211 2O M.4 233 114 253 17.E 1 DO TABLE HOB 36•062 2 lk Orr. Anchor Ca0•011/ 1*50. T1b4 (M4) 1M1.OW 157041 21020 LW Mellor GpPalMm• MM.Ory• 366 Rs lbw.II.73s M0 011 06 11sNa 6111!•1•Ssa WEb1IIo.1 1004a e1Sb LEYa R' lbea 1M4Elm Ag15.. 0031s1 e.aO5L0.a45) 072l.6 013 11611 0a1.141 04acaws O6 Y 01? 1' 21? 3.11' 1' 312 1' 7n72 3 351 S 011 54. 0322 1.6e4.010 791' 1.01' 14:1 TAM' 2 INl 1-v2 211' 1-07 1.1? 1422 2' 130' 1306 - 2ANN. •YIbO.OIIDbsN•bONHell lt 34b AA LRb NON NCO Hob lob 354b mobs 374b lob Nob 01b Alb sob 1Aa064.3.0 34 OGl PI 6060s Clips 16-617 74b 740 lob IVO62 34366 MOB lob WA 17ob 74b Nb 104124 546 0016i 1120b 161006. 211'124. 0.6. 117) 13 AAysO¢ 1(Nb.lt 11ob 113016 000 72416. 77Mb WA NOB !M IM56 WA 710b WA 1046. 1377b WM es FIGURE 1: • • FIGURE 2: FIGURE 1 • i • • • ANGLE CUP (FIGURES 1J) MUST BE USED N PAIRS • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USWG THE TABLES ANO SHEET 25 FOR NFONMTON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ARDOR OPENNNG WIDTHS IS ALLOWABLE 3) MILLION ANO MULLION CLPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSONS, SEE SLEETS 21.21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO AST I C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH SG OF 0.55 ALUMINUM SHALL BE 0053.75µD BE A MAMMA OF.12S THICK. STEEL STUDS TO BE A MINIMUM GRADE 33MD .045 THCL(10 GALL. STRUCTURAL STEEL TO SE AT LEAST.12S THICK AND A311 ALL ANCHORS INTO METAL SHALL EXTBO AT LEAST SCREW THREADS BEYOND THE MATERIAL 4106 312 ANCHORS INTO W000 MAYBE STEEL, 18-0S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA ) X (ANCORULLION CAP.,�.�\ . ANCHOR CAP._ MfC1P.,�..4 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 FRC51 THE ANCHOR CAPACITY TABLE 25' 4, la U DI O O f 1 z i j0 W 10 h 0 S � U Z O k0 N e11 E ' PRODUCT REVISED as w51plyhm with the Florida • �� N17-0630.01 O 9TaUO• ••4.05126J2021 By MMaucl Control FL P.E.S 53705 • • • • • • •• • • •• • • • • • • • •• • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • • • • • • •• • • • • •• • • • • • 25' 25. 1•x r X.123.MUWON 1300178 ALLN. XSECROR .975' M .375. MN. 2.000' 590. 3.125. • X T X .373•MWION SOULS ALIA& ).SECTION 125 STANOAAD CUP 613685E ALMA 5-3805 N .1251 off NFRE TO CHEATS F{L•. SEE r DETAIL F.SIEET4 CENTER Cr ANCHOR HOLE MUST LE WIT11N THE DASHED BOUNDARY. SEE SHEETS 117 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE METER ANCHOR DIAMETER • 1/tr. .125. .740' STANDARD CLIP e08}le ALUM. TOPVE` 4 OFFSETaP 5063-78 ALUM TOPVEW 375' MN. .375' MN. -1 LOW' 1-- 1'X 2.75" X 375.MULLI071 e0617S ADM %SECTION 2124 OCUP 5803.1E ALLLL x•Emote .125• I{ E -I .740'L 33r MN. U.CLP 806.118 ALEN TOVVEw CENTER OF ANCHOR HOLE RUSTLE WITHIN THE DASHED 80:AIDARY. SEE SHEETS 5-17 FOR THE ANCHOR 0.C. INSTANCE LINEWM ANCHOR HOE DIAMETER: ANCHOR DIAMETER • 1H., r X2.75. X A501 MULLION e0811S ALUM. XSEC7al 1-1.000'-1 1•X 3125 X E.muLLION Ne116 ALUM X-SECTION 7145 ANGLE CLP 13063 Te ALUM. %SECTI N .12S 5.00r 375. INN. CENTER OF ANCHOR NOTE MUST LE WORN THE DASHED SOUOARY. SEE SHEETS 5.111 FOR THE ANCHOR O C.OLSTANCE LIAIONUM ANCHOR HOLE 00METER: ANCHOR CLAMETER • Y1C. I-1.2501--1 3.18r .125. 1.25. X 31WW X 268• MAt10N 810Te ALUM 5SECIgN 2X5 ANGLE CLIP 8053-Ts ALUM TOPVIEW •--- _ Mull pmaHlsiOn (nest q POT Pan• Mullion Std. Clip O81et Clip 11Cl1p Angle Clip r Xr X.125" (5) 60305 638113M 0301118M 666249M 666511M r xr X.375. (8) 66ECC6 6661147A 68e111911 68244M 63651214 1' X 274 X.375' (7) 86807 066115M 56611201.1 66824514 60851314 1'7E2.74 X.850" (0) 66868 60811681 0081121M 88624661 666514M 1' X 3.125. X.500' 68 803971.1 0081116M 888111446 8602434 88351544 1.24 X 3.180X.284 (12) 88641M 88/311171A 0861113M 66824181 666516M 1.24 X 211' X.125"(18) 68370 WA NIA WA 688517M NOTES: 1) HOLES TO BE DRILLED 14 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SWEET. 2) SEE SHEETS S8. 128 18 FOR 5U0GGF317D. APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 1]e• X 2.11• x.125. MILLION 6061Te ALIN. %SECTION Olmemion V.Iue 6n) For Willow A 1.825 B 2854 1 Xr X.125' )1 C 0.686 Abe Bon 0*6146 D 0.740 A 1.125 i' Xr X.375. B 2401 Almin rn C 0.636 Tube Mullen D 0480 A 1.875 B 3.000 1 X275'.X AksNnum C 0.757 .375 We Mugon D 1.118 A 1.312 1'X2.75-X B 3.000 .850' C 0.478 Aim D 0 836 Tube Mullion A 2000 B 2637 1 X3.125.X Alum C 0853 .500' Tube Mul D 1.137 A 2025 1.25• X 3.18B• S 3.202 X.RY Alum Tuee Mull C 0862 D 1.782 128. X 2.15 X A 1.813 .121' Mum Tube Mull 3 0 o_ 0 E en Z 20 re 0 yye ic4 O C Q A 62 to 0 W L7 S U O _ro i z 0 O EO 0 O PRODUCT REVISED 0aMeeWflnotedwits the FloridaFloridara NOA-Noe 17-0630.01 !mamma Dote 05)2612021 ry • hadaet Ceehel `111nvn rylj �pV LYN y °.Lit.• :�.._..?si� * No.58705 .*- :A0 .. STATE OF ' :' ts,.: �tCs'.:5ORID5....G. Sip 00 '0E. FL P. 705 • • • • • • •• • • • • • • • • • • • •• • • • ••• • •• • • • • • • • • • • •• •• • • • •••• • • • • •••• • •••• • • • • • •• • • •• • • • • • • • • • • •••• -1 1 0001 . 4.000 .12T t2s 1 Xr X.126 1-X r X.376 MULLION MULLION X.SEOKW. 5081T6 ALUM %.SECTION %SECTION .125'- 1 1000 ) - 594. 820' ( - .2501 126 x 325'x.100' MULUON 5 0-75 ALUM. x-SECTION oars 1.594' 1250 I26X 3.25' X A241 MULLION 600545AUA %SECTION 250' .75' MN. 2876 OD' 2000 3.1251 5.500• I }{ .126 t25' STANDARD CLIP I , m83-T5 ALUM. 11QP X.SSCTON 506375 NNW. .................1.125' %SECTION Olt WEE TO I _ CREATE FQP. SEE DETAL F. SLEET 824' / f STANDARD U . -1 CENTER OF ANCHOR HOLE MUST LE 008STOAUM. --I .020 I- w1THIN TIE DASHED BOUNDARY. SEE TOPVIEW 1.251x 364'X Mr MULLON 11006-HE NULL XSECLION .376 MN 2 2263 i-.9B1'-i .2Y6J t-AB,• NOTES: 1) POLES TO BE DRILLED N THE REID FOU.OW'NO DIMENSIONAL RE3TRICGONb OMEN ON THIS SHEET 2) SEE SHEETS 10, 11, 13.15. 10 & 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION MET2OCC SHEETS 10.17 FOR THE ANCHOR 0 C. DISTANCE 1.1A10MI6A ANCHOR ROLE DIAMETER ANCHOR DIAMETER • U16. .125' .740' 2500• OFFSET CUP 8003.16 PLUM TOFYEw .126J 376 2X5 ANGLE CLIP 6023-06 ALUM %SECTION -.126 CENTER OF ANCHOR HOLE MUST LE WITHIN THE DASHED BOUNDARY. SEE SLEETS 10.20 FOR THE 086202R O.C. DISTANCE MAXWUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • V16. CENTER OF ANCHOR HOLE MUST LE WLTHE4 THE DASHED BOUNDARY. SEE SF'EET51017 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE ON METER ANCHOR DIAMETER • 1n5'. 108 600YTB MUM. TOPVlIV TABLE C Oeelden Vale1M) Far M 656011 1687 O 1.1110 H 200 11110 3.187 O 0.757 H 2430 3.000 1'%rX .126 INA WARN 1' XVX Ahmiam Tn6.BT 2.250 O 0.700 H 5.500 3250 123'X3.26 X.100 Aluminum TUN Mh•M TABLE C CONT. OWNWan Value 00) 1.636 O 0.500 H 1.430 3250 2625 O 1.125 H 1.500 3250 For M16Uon: 1.26 X 3.26 X.824' ABm.am Tube Mullen 125' X 3E41 X.024- ANOhem TN,* Mullen 2613 300.016E 2575 45' e.7 MOO 2%5 ANGLEOP 60 3.IOAUM. TCPVIEW ...-IN0 Oltnelden Ne.110 POT F.r16 *WW1 618 C14 ON01 CIO Utlp MOM CID 1' Xr 0.126 (10) 01234 601711104 8351122M 1ER41M 886516M 1 Xr 0.376 (11) 01810 001111211 86611200 610064 66661904 1' %r 5.3757 T O1) 88883 001111211 11111200 88824351 5006/611 1.260326 X.100113) 2011020312 e55112704 663112411 1024100 NO511551 126 11125' 2.52e(14) 2010120316 00011004 0311200 888241150 03611004 1.26 53.34' 5.2241(15) 20102 886111714 8681120A1 6104104 0305)701 30 Deya.(10)) 66016 WA WA WA (0811000 4501P6.120) MILD WA WA WA 665511IM 04 a e�d CO 0 LLI CD 20 2 7 W50 FK 3N tU 0: 1 J 2 1 S N 1n (2 x U yyW 0� 0 20 ice po 0 co PRODUCTREVSED .366 ny WIM the Fled. NOw-No, 17-0630.01 Eagn.Hen Date 052612021 NO net Co.boi `1,11 ` C11111///r/l 1 01 LTNN,y�,. ♦ 4 .12EN6f' * : No. 58705 =%FS900 re S'ONAL1tia' A LYNN�I7.LER, P.E FL P.E.3 58705 • • • • • • • ▪ • • • •• • • • •• • • • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • Mon DimonMon (Me•t/) POT PLW MBlllon 561. Clip UCIIp Amps alp r X46 X.23(15) 66E02 686261M warn M 6363112M r X5' 7.25. (17) 68.204 663262M 66627 666511264 1) HOLES TO BE DRILLED IN THE FELD TopL01NNO 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. I--2000'---1 • . • • • 250' •• • • •• a//A .375 MIN. .375_ MN. e.000' rxrx2r MILLION • • WELTS ALUM. • X-SECTION •• • • • • • • • • 5.500' CUT HERE TO CEATE FOP. SEE DETAL F. SHEET . 375 F MIN. STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 1653T6 NUM WpH:N THE DASHED BOUNDARY SEE TOPVEW SHEETS 1611 FOR THE ANCHOR 0.C. DISTANCE NAXMIM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/PP • • • • 3.423' —5.500' CUTlERETO CBEATEFQIP. ,375 SHE rMLN. 1 i 61E6NDETAL STADMD CLIP 60S1M ALUM TOP VIEW 5.438' 2 E —{ 1--.125' Uf7P 50e3.Te NUM. XSECTIDN r 12s i--1.490'—.4 .375' 30.3E UCLP, e063.76 ALUM. SED MR r XH' MILLION. WEFT le TOPVEW CEM61OF ANCHOR HERE MIST UE WIDILV THE DASHED BOUNDARY. SEE SHEETS 1611 FOR THE ANCHOR O.C. , DISTANCE MAXMJN HONOR HOLE OMMETE6 ANCHOR °MeETER1116'. UCLA 506}T6ALUM. 50570FOR r X5' MULLION. MEET 17 TOPV1EWVIEW J —.125' T- 1 26601 3� 2X5 ANGLE CUP 605YT5 ALM 5EECTON .123' SDCP 1 2X3 ANGLE CLIP CENTER OF ANCHOR HOLE MAST LE 6066T5 ALUIL WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 1617 FOR MENA:HOW 0.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • vim. ▪ •• • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • 5.000' 2X5 ANGLE CUP 5083-16 ALUM TOPVEW .375' MIN. .375 wl 375 (22 M81 0 2 2 375 NFL, c 0 0 U 0 z W 25 Ua 0 Q 0 N FU ec A 1 i3 z z L 1 C N z rn A° 0 O PRODUCT REVISED B5454M PCo With 1d Florida NDA-No.Cefi 17-0630.01 EAPHEDen£ oa)ap57262021 darn tCent o' 1111I111,,, , •� . L1GE7vsE �': * F No. 58705 , :•*_ S� t'ASLCFMONRAT IEN�P.E. FL P.E.• 58705 FLAMPLE 1: SNC3'_ VERTICAL MULLION NO AXQIPNMEAD T— re mULuNI LENGTH L SEE PBE310A1104 AR/RONAL y\ `et; 1 DUOS. S10815 IL I III O 4 I,II* ___l NOAMWDAAN wIOAY ILL >T Hw'Nwnwe�MOTH THE BUILDING SUBSTRATE IS IQOWN TO BE WOOD ON ALL FOUR SIDES. THE WINLOW FRAME DEPTH IS 2-1/4'. THE OPEMNC REQUIRES DES/CM PRESSURE OF .130.01-0OD PSF. 1) INITIALLY ASSUMING THAT A I' WIDE MULLIONS SNTABLE.TNE MULLION LENGTH IS 72' AND TIE OPENING WITH S 32,32N'•60'. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST 9E USED. SCAN THE MULLION TABLES FOR A MINION THAT IS AT LEAST TIE WINDOW RUNE DEPTH OF GAN'ANO WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF M33.080A PSF. IF THE TABLE 00ES NOT SHOW T11E EXACT SDE USE THE NEXT LARGER SDE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75 X .375' MULLION (LENGTH 78, OPENING MIN' Tr MEETS THE OEPTH REQUIRED, HOWEVER THE DE310N AEG9 WE IS H.58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS 0771132TON. FROM TABLE 4A SHEET B. THE 1'X278X.850' MULLION (LENGTH • 32', OPENING WIDTH 70111AS A DESIGN PRFSSI RF OF N-727 PSFWHICH FYCFFDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NO1E THE ANCHOR CAPACITY REQUIRED OF Oe LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE W000 SUBSTRATE BOTH THE STANDARD CLPVRTH (4) 312 ANCHORS AND THE 27O ANGLE CLIPS WITH (4) 212 ANCHORS HAVE A CAPACITY OF 665 HAS. THOUGH EITHER ONE COULD BE USED, THE STANDARD 0JF IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MLLIJONS OR FETESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE RECUT ES THAT THE BOTH THE M1LLON AND THE FENESTRATION PRODUCT BE INSTALLED N ACCORDANCE WITH THE INSTALLATION SPECPICATOHA INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REWIRED WAS MOOD PSF. THE OVERALL MULLION SYSTEM WAS UETERMNED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 0.3131J33. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (80 PSF)X ( 6313 U3S ) 5249 LIE (MAY DE USED TO QUALIFY 810 STEEL SCREWS FROM TABLE 48) TLT PSF EXAMPLE 2: MULTIPLE MALONS 3C. HDAC. SC. HOWL —TALI. LENGTH MAL IER/ OPNN INALA MI N YERRGL ANAL -- • • • • • • • • • ►• • • • THE GOULDING SUBSTRATE S KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 23)0'. TIE OPENING REQUIRES A DESIGN PRESSURE CF.50.O55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION S SUITABLE, THE MILLION LENGTH IS 37,72',3"100' AND THE OPENING WIDTH 1534.36'H'•73. REFMEFICNO BEET 25. THE COLUMN USING RECTANGULAR LOADING SWILL BE USED. SCAN THE MULLION TABLES FORA MALION THAT IS AT LEAST THE WIDOW FRAME DEPTH OF 2315 AND WILL MEET OR 0(CEED THE REDU.RED DESIGN PRESSURE OF •50.0355.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER 92E AVAILABLE FROM TABLE 3A, SHEET 7. THE 1'X 2.76X 375' MULLION (LENGTH • G8. OPENING WIDTH • 60')MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS M-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPUCAT10N. FROM TABLE 12A SHEET 16, THE 7 X 4' X .250' MULLION (LENGTH • 108, OPENING WIDTH' ST) NASA DESIGN PRESSURE OF 4 $4 7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REOUIED OF 971 LBS. BECAUSE IT IS NOW ONOWN THAT THE MILLION WILL ADD 2' TO TEE WITH OF THE MULLED UNE, TIE A0O51FD OPENING VADTH S 38',36,2'•74., NOT 72' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WIDOW WDTLS MAYBE REDUCED TO MAINTAIN THE 73' DNENSXN(3SVI,35.17J"2"73') 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. N THIS OAMPLE. ASSUME THE POURED CONCRETE HEADER AND SILL ARE 0 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITNN THE I. CANE MUST BE TAIEN TO MANTAIN THE FASTENERS EDGE DISTANCE USING THE STANDARD CUP WITH (6) 3.16. ULTRACCN ANCHORS ATM EDGE DISTANCE OF 2-17 GIVES AN ANCHOR CAPACITY OF 105C LEIS WMCHH S GREATER AND THEREFORE SUITABLE. FOR THE REWIRED ANC10R CAPACT' OF 971 LBS. FOR THE HORIZONTAL MUU.ONS' BECAUSE THE VERTICAL MULL WILL BE A 2' X /' X.250' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUUJ0NS. ALTERNATIVELY. ANOTHER .113 MULLION TYPE COULD BE CHOSEN 1) THE MULLION LENGTHS 3T AND THE OPENING HEIGHT S 37,T,2' •10r. REFERENCING SHEET 25, THE COLUMN USING TRAPFZOIDAIJTRUNG1ILM LOADING MAYBE USED FROM TABLE12A MEET 113, THE X IT X .2517. MALION(B LENGTt'42', OPEN NG HEIGHT 1201 HAS A DESIGN AESSUE OF N.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING HAND MAY BE USED N THIS APPUCAi10N. NOTE THE ANCHOR CAPNJTYREWRED OF 521 LBS. 2) USE TABLE 128 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND OP TYPE REQUIRED FOR THE CAC SUBSTRATE N THS EXAMPLE. ASSUME THE CMU JAMBS ME I 0 WIDE. IF THE MILLION CUP WIRE TO BE CENTERED WIINN THE B'. CAGE MUST 83 TAIEN TO MANTAN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGE CUPS WITH (4) 3/16 ULTRACON ANCHORS ATM EDGE DISTANCE OF 1' GIVES AN ANCHO7( CPPAOT OF 540 LBS WHICH* GREATER. AND THEREFOR SUITABLE, FOR THE REQUIRED 30 ANCHOR CAPACITY OF 521 LBS K 4) FOR THE U-OP N THE HORIZONTAL MULLION TOME/VOCAL MLUON, USE THE SANE ANCHOR CAPACITY OF 521185. TABLE 18B FOR THE OOP SNOWS THE ANCHOR CAPACITY S 1074 LB5 WHEN USING 3 AN010RS. WHICH 15 GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANO10R CMACItt REQUIREMENT OF 521 LBS. THE ANCHOR TYPE S A 852 STEEL SCREW. FROM THE ABOVE STEPS. OUR MJLUON OESON PRESSURE IS: • • • .1-04.7 PSF FROM ME VERT CAL MUUO0 • • • H-170.0 PSF FROM THE 36 HORIZONTAL MULLION ATTACHING TO CIF. • • N-170.0 PSF FROM THE 36 HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION) THE LOWEST DESIGN PRESSURE 5,1-04.7 PSF NO WOULD APPLY TO ALL O TIE MULLEINS • • • • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEMLTHE LOWER DESIGN PRESSURE, OF MULLIONS OR FTESTRA1ON • • • PRODUCTS. WILL APPLY TO OVERALL E OVERAASSEMBLY. FINAL DESIGN PRESUME REQUIRES LLAN IRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED MI• ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION .• PRODUCT REVISED with 1M Merida lWId6.I 0 NOA-No. 17-0630.01 Expiration Data 05/26(12O21 •1 MT hodo.t Control '`r NY1LYNryy'' 6_*: N0.58705 o %0.0 ,'• ATE = CC7, lC fORiDA .* i 7j A LrNIWM1!lEIR P.E. FL PEA 58705 • • •• • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • w Tr •w • • • • • • • • • • • • • • •• • • • • • EXAMPLES OF RECTANGULAR LOADING: / SWOH WOK // wr LOADING OF VERTICAL MULLION 311 OF WINDOWS NOT ANCHORED LOADING OF VERTCACAV. MULLION SLL OF WINDOWS NOT ANCHORED HINGED DOOR / / j //:// • OD ••� P1V 1- LOADING OF VERTICAL MALIGN WIN INTERSECTING HORIZONTAL MULLIONS 7/, /45 // 4,i 4� LOADING OF HORIZONTAL MULL10N WITH INTERSECTING VERTICAL. MULLION • • LOADING OF vt riche PAWN • • • LOADING OF VERTICAL MALIGN � AAI LIMED DOOR IS NOT CAPTURED OR ANCBIED • WITH MULLIONSTERSECTIN3 HORIZONTAL MULLIONS • • -• * * • • • • • • • • LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS OADING OF VFRTICAL MULLION EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING. i // LOADING OF HORIZONTAL MULLION // HR a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. PRODUCT REVISED :WEie9 CoNw141P. Plaids NOAaa. 17-0630.01 Exgrwtiow Nate 05262021 03 P dv f Cashel ‘.‘s):pNY LYNH�i/. ` LICENSE' '• `C '�� * No.38705 �SS»ONppL ENG ,NN0.N:TNNIMRla P.E. FL P.E # 587C5 • • • • • • • •• • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • •