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WS-20-28Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 10301 N MIAMI AVE, Miami Shores, FL 33150 rnntarts Permit NO.: WS-01-20-28 P ( f�=—) - ^wPermit Type: Windows/Shutters � War*R�Clossiffcation: Window/Door Replacement Permit Status: Approved Issue Date: 01/22/2020 1 Expiration: 07/20/2020 Parcel Number 1121360130930 VALERIE DANGELO Owner AMERICAN STORM PROTECTION Contractor 10301 N MIAMI AVE, MIAMI SHORES, FL 33150 JONATHAN RODRIGUEZ Mobile: 3392048157 Business:3052640446 nathaliehernandez@aspwindows.co Other:3055130514 m Description: REPLACING (3) DOORS AND (17) WINDOWS TO Valuation: $ 33,903.48 Inspection Requests: I M PACT Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $20.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $6.80 Scanning Fee $15.00 Technology Fee $7.50 Windows/Shutters Fee $250.00 Total: $357.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $357.20 Credit Card 01/08/2020 $50.00 Credit Card 01/22/2020 $307.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named ontractor to rthork statedd �'/Q� Authorized Signature: Owner / Applicant / Contractor / Agent Date January 22, 2020 Page 2 of 2 e 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 BUILDING PERMIT APPLICATION ®BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. ry s—()I - 20- 2-6 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: Q30I N jv�iC11Y,', i�YQhu e City: Miami Shores County: Miami Dade Zip: .,� 3 1 Su Folio/Parcel#: 11- 213co - 013- Uq 3y Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l 0 Phone#: 33c1- Address: 10 301 Mi G+nn; {ay h0-C City: Ni (Ar ni S k c� —e S State: f- L Zip: 3 3 ► S-b Tenant/Lessee Name: Email: CONTRACTOR: Company Name: R YrtY1Wo S%M Phone#: �-Xa �)011 'l ?-U <' Address: 844(, NW CoL4 S-t- '*�3 City: t-�"(Arn; State: F. Zip: 3 3 1 LDC..p Qualifier Name: on or DESIGNER: Architect/Engineer: R hone#: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 3 9 G03 • `) Square/Linear Footage of Work: Type of Work: ❑ Addition © Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Re 61 r 6C22► l 3 '� dOc)e K c-1,►l. L 1�� �N i r.UOw9 1 ► Me7CIL C,+ Ij Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ - DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ -�U —) . 2-C) (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �G OWNER or AGENT Signature _ak;:� CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ZnCA day of JUnu UY�-1 , 20 1 cl , by ? H.C4 day of JCAv,uUr� 20 ( GI , by NIA V-f AV- CA-t I n , who is personally known to J6hcA kav-� - G k I G E Z, who is personally known to me or who hagroduced FL 1. - as me or who has prp.duced FL • L as identifi NOTARY Sign: Print: G +(A I an oath. identification an ho id take an oath. NATALIEHERNANDEZ NOTARY PUBLI . MY COMMISSION # GG 23040g EXPIRES: June 19, 2022 BondedTMuWofsn,a�,e..�.,__ .. .._-- I'�Gf-eL Print: 1 ' Seal: Seal: NATALIEM ERNANDEZ MY COMMISSION # GG 230408 EXPIRES: June 19, 2022 APPROVED BY I� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) N 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). Ackno*led /Owner Signature Date Print Name AC40 v` CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/25/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE_ A CONTRACT BETWEEN THE -ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must have ADDITIONAL INSURED provisions or 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE A/C No, Ext : 800 277-1620 X 4800 FAX A/C No): 727 797-0704 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAICk INSURER A: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum L/C/F American Storm Protection Corp. dba ASP Windows & Doors Corp 100 South Missouri Avenue Clearwater FL 33756 INSURER e: INSURER C: INSURER D: INSURER E: INSURER F: rnVFRer.Fc CERTIFICATE NUMBER: 618246 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUER WVD POLICY NUMBER (POLICY POLICY EFF POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE =OCCUR DAMAGE TO RENTED PREMISES Ea ocwna an $ MED EXP (Any one pemon) $ PERSONAL & ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ POLICY O PROJECT OLOC $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT COMBINED $ BODILY INJURY Perperson) $ ANY AUTO OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY (Per accident) $ HIREDAUTOS NON -OWNED ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ S UMBRELLA LIAB OCCUR EACH OCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N WC202000000 01/01/2020 01/01/2021 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $1 000 000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) If yes, describe under E.L. DISEASE -EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1 01)0,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more apace Is required) Effective 12/10/2014, coverage is for 100% of the employees of FrankCrum leased to American Storm Protection Corp. dba ASP Windows & Doors Corp (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CFRTIFICATF HOLOFR GANG ELLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE V�ALL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REP SENTATIVE — Miami Shores Village Hall -Building & Zoning 2 Avenue Miami Shores, FL 33138 Miami 01988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 4 Vincent D'Angelo 10301 N Miami Avenue Miami Shores, FL 33150 lVia, VI l) } V; Co r •�---J LL I � 1 � n 12 PGT Awning/ f Project Out— 17-0614.20 36-7/8 x 50-1/2 F- C" r •n g Li PGT Picture Window IT 1 i 18-0430.05 T_ � 36-5/8 x 62-3/4 S W` U ' r a c I PGT 1 Awning/ Project Out ( I 17-0614.20 36-7/8 x 50-1/2 PGT Awning/ Project Out 13 O 17-0614.20 (2) 73-7/8 x 38-1/4 w/ mull: 17-0630.01 ea Pyo 1 SIW 500-9 Right Hand Active (76x108 max) 19-0131.14 63-1/2 x 79-1/2 O PGT lx� Horizontal Roller 18-0627.01 72-3/4 x 62-3/4 —J Egress • • • • 0 Bedroom • • • ••••.• �• •.• PCITi - •• Picture a 0 *�D • �. . 18-0450.05 • • • • • 18-3/4 )F T/b00 .... .. ...... ...... PGT • • • • • Picture • WiniJow� �6 • •' .18-3/4 x 38-1/4- SIW 500-9 Left Hand Active 14 (76x108 max 19-0131.14 black handles 57 x 80 O OSIW 500-9 Hinge Right (39x108 max) 19-0131.14 n.a 37-1/2 x 85-1/8 ------------------------------- O PGT X O Horizontal Roller Egress 18-0627.01 72-3/4 x 62-3/4 Bedroom ------------------------------`-- 4 O ea PGT (3) Picture Window <\+ea 18-0430.05 127-3/4 x 74 O w/ mull: ea 17-0630.01 ea ea PGT PGT (3) Picture Window (2) Picture Window 18-0430.05 18-0430.05 97-1/2 x 74 60 x 74 w/ mull: w/ mull: 17-0630.01 17-0630.01 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ADDRESS: b3 01 1"'1 PROJECT: �((�C .V1� J' �Ylsr►e l �) Hicarn, SVy(j -es. 1--L 331 �U J- City State ZIP EXPOSURE " C " FWIND VELOCITY = 175 MPH ROOF SLOPE > 10 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) (ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 35 40 45 50 15 + 40.1 39 ; 38.3 - 37.7 37.2 36.8 36.5 36.2 35.9 is + 40.1 39 38.3 37.7 37.2 36.8 36.5 36.2 35.9 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 39.3 53.7 51.6 50.1 48.9 48.0 47.2 46.5 45.9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 17 + 41.0 40.01 39.2 38.6 138.1 37.7 37.4 37.0 36.8 44.5 43.4 42.7 42.1 41.6 41.2 40.8 40.5 40.2 - 55.0 52.8 51.3 50.1 49.1 48.3 47.6 46.9 46.4 20 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 20 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 A - 46.1 44.91 44.2 43.5 43.0 42.6 42.2 41.9 41.6 A - 56.9 54.6 53.0 51.8 50.8 49.9 4 . 48.6 48.0 a + 43.4 42.3 .. 41.5 __.. 40.8 40.3 39.9 39.5 __ 39.2 38.9 -_. 4) 22 + 43.4 .__. 42.3 41.5 ._. 40.8 40_3 - 39.S a 39.2 38.9 -**get - 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 H - 58.1 55.8 54.2 519 51. 50. 49.6 49.0 0 H O 25 + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 C 25 + 44.8 43.6 42.8 ; 6 U.E 40.4 4 .1 O 48.6 47.4 46.6 46.0 45.4 1 45.01 44.6 44.21 43.9 O 60.0 57.7 56.0 " 6 52.7 519 51.3 0.6 U. + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 28 + 45.8 44.6 43.7 43Q 2.5 42.0 41.31. • 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 a 61.3 58.9 57.2 %8 .5�.7 53.8 52.3 7 • N 30 + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 _ _. 41.4 30 + 46.2 45.0 44.2 i13.>;Lj4j. 42.5 14 41.7 J* 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 45.3 61.9 59.5 57.7 ii�i.� 54.E 52.9 35 + 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 + 47.7 46.4 45.5 ".8 43.8 .4 43.0 42.711 vvi 51.7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 41 - 63.8 61.3 59.5 .1 56*1 55 54.5+ 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 a + 49.1 47.8 46.9 eA6.1 455. •44.7. 44.3 43.9y- 53.2 51.9 51.0 50.3 49.7 49.2 48.8 48.4 48.1 65.7 63.1 51.3 SD.8 57.7 .5k.9 56.1 •S5•.4• c 0 45 + 50.5 49.2 48.2 47.5 - .. 46.9 46.4 45.9 45.5 45.2 0 45 + - 50.5 49.2 48.2 47.5 46.9 46.4. __ •VO 45.5 - 45.2 - 54.8 53.4 52.5 51.8 51.2 50.6 50.2 49.8 49.5 67.6 64.9 63.0 61.6 60.4 59.4 58.5 57.7 47.0 + 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0so so + 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 55.8 54.41 53.51 52.7 52.11 51.6 51.2 50.5 1 50.4 68.9 66.2 64.2 62.7 61.5 60.5 59.6 58.81 58.1 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 57.3 55.9 54.9 54.2 53.6 53.0 52.6 52.2 51.8 70.8 68.0 66.0 64.5 63.2 62.2 51.2 60.4 59.7 60 +' 53.8 -.-. 52.4 51.4 50.6 49.9 49.4 48.9 -- - 48,5 48.2 -.._ 60 + 53.8 52.4 51.4 --- - 50.6 49.9 --- 49.4 48.9 -_.-_ . 48.5 48.2 �_. 58.3 56.9 55.9 55.1 54.5 54.0 53.5 53.1 52.7 72.0 69.2 67.2 65.6 64.3 63.3 62.3 61.5 60.8 GENERAL NOTES FIGURE 1 D@10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4O 2. ROOF ELEVATION W. IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. ZONE 51=1 H 6 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D, ROOF HEAIGHT AND APPLY TO ALL FLOORS. D Dw 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASIDE 7-10 AND LATEST FBC 2017 STANDARDS date: 10-02-13 1 Brown by: M.F. REVISIONS: no. date by description ''A ,� AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT ehecked try: H.Y. �+ 9360 Sunset Dr. Suite TEL. (305) 264-8100 0W' NO. t 220 MIAMI, FL 33173 FAX. (305) 262-6978 SHEET 1 OF 1 D --<- 1 SEAL 711)72019 JAVAD AHMAD FLA P.E. / 70592; ES CAN. 35M • M'® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, 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 Miam-ABade Cotinty �RER - • • • • • Product Control Section to be used in Miami Dade County and other areas where eflowti by the Authority ; Having Jurisdiction (AHJ). 000000 000000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade CdMty Prodd& Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade rounly) reserve the•right to have this product or material tested for quality assurance purposes. If this rociuc�'or material fails to P q h P rP P perform in the accepted manner, the manufacturer will incur the expense of such vesting and the �At-IJ may immediately revoke, modify, or suspend the use of such product or material withi n�their.jurisdigic% . -RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade Cgitntp Produpt rpntrol ,' • • • 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 "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)" sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. - TERMIlVATION-of-this-NOA-will occur.afler-the expiration date or -if -there has been -arevision-or-change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement - of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY NOA No. 18-0627.01 • • • • . Expiration Date: August 23, 2023 P1811 7)1g Approval Date: August 23,2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and•sealed Anthony Lynn Miller, P.E. ; 000 • • • • B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • 2) Uniform Static Air Pressure Test, Loading pef VBC, TAS=--94 3) Water Resistance Test, per FBC, TAS 202-94*: • •. .' •. •. 4) Large Missile Impact Test per FBC, TAS 2001091: • *• • • 5) Cyclic Wind Pressure Loading per FBC, TA$ 203-V4 .. 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS-202-94: •..• along with marked -up drawings and installation diagram of an �riminum hoo2oirtal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Rep(IA"o. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6te — Edition _(2017), dated 06/18/18 and updated on 07/25/18, prepared by -manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel er 4 P.E. Product Contr E aminer NOA N 0627.01 Expiration Date: August 23, 2023 E-1 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. • • • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amoric a, Ind *i�o�r their***::* "SentryGlas® (Clear and White) Glass Interlayers" dated 1,2fZe/17, VxpMAg on....:. 07/04/23. • .... .... . . F. STATEMENTS ' .... .... ..... 1. Statement letter of conformance to FBC 6" Edition (20177, Weci July- x5�:2018, • issued by manufacturer, signed and sealed by Anthony Lynn M:11e.r•, P.E. •• 2. Statement letter of no financial interest, dated July 25, 2018, issued �y manufacturer, ....:. signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/204?9,•signed • • • by Manuel Perez, P.E 0000 G. OTHERS 1. None. Manuel Pee P.E. Product Control xa iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 E-2 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUANTITIES, 1.0 I SEE TABLES 12-14 23' p,C, 9• L� 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS O.C. INSTALLATIONS ABOVE 30• IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. I I �3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY• USE ONLY MIAMI-DARE COUNTY APPROVEDMASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CD.CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1XINSTALLATIONS. 1X WOOD BUCKS 78"AA ARE OPigNAL IF UNIT IS INSTALLED D82ECTLVTO SUBSTRATE. WOOD BIX;KS DEPICTEDAS2X ARE 1-12' OVERALLTHICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED HEIGHTTRANSFER AND SECURED TO PROPERLY LOADS TO THE STRUCTUREWOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH OF THE ENGINEER, (EOR) OR ARCHITECT n"/ OF RECORD, (AOR). 75• VISIBLE BUCK LIGHT / 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT22-12" ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE O.CSEALED. OVERALL SEALING B FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SWILL BE SASHDONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. LSASH VISIBLE 6) 1/4"MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO LIGHT THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS 7) DESIGN PRESSURES: NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS ASTM E/300- MAXA. SEE WEEP,(8-12'PER �CLTE NOTES 75• BUCK WIDTH B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE THIS SEMAX 76" OVERALL WIDTH BUCK) TESTING AND GLASS PER ASTM E13DO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. _TYP• FLANGE XO ELEVATION (OXFLANGE XO SIM.) 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIN MAX. DIMENSIONS ALLOWED SHOWN CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3Y173%STRESS INCREASE HAS NOT BEEN DLOADS USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE I EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES. TEST REPORTS FTL 18.7691 8 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSI/AF&PA NOS 6 ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Olas Type DecalP6on (Looted from Exterior to Interior) -1/8"'TAIT OP Teble. Anchor T.Ill.0 XO I O% XOX XO f oX XOX STD I HD I STD I STD I HD I STD 1 1/8 , . , 2 7 12 15 2 11W HS, .09(• PVB, 1/8" HS 3 - 8 12 18 3 Y16' AN, .OBO' PVB, 3/18' AN 3 B 12 16 4 13115 L1G: 1/8' AN CAP, AIRSPACE. 1I8' AN..OBp' PVB, 1/6• AN ! 7 12 15 5 tY16• LTG. 1/8' TP CAP, AIRSSPACE, 1/8' AN, .090• PVB, 1/8' AN 3 7 12 15 6 1Y1B' L)G: Y18" AN CAP, ARSPACE, 118- AN, 09P PVB, 118' AN 3 9 12 16 7 1Y16" LIG, Yt6' CAP AIRSPACE 1/B' AN .090• PVB, 1/0' AN 3 9 12 - 18 8 Y16" AN, -OW SG. Y18"AN 5 8 10 13 14 17 B Y16' HS, .090' SG, Yi8" FIS 5 6 11 13 it 18 10 1Y16• LTG: 1/8' AN CAP, AIRSPACE, Y16" AN, .W SG, Y16• AN 5 6 )0 13 1! 17 11 1Y16' L : 1f8' CAP, AIRSPACE, Y16" AN, .090' SG, Y16' AN 5 8 11) 13 1! 17 12 tY16' LIG: 1J8' AN CAP, AIRSPACE, TO HS, .080" SG, 1/8' HS 5 8 11 13 id 18 13 1Y16• LTG: 1/8' , CAP, AIRSPACE, 1/B' EIS, .090' SG, 11S 5 6 11 13 14 18 i! tY16' LTG: Y78' AN CAP , AIr25PACE, 1/8' HS, .090" SG, 1/8' HS 5 6 11 13 14 /8 c^10 IN16• LTG: Yifi' TP CAP AIRSPACE, i/e" HS, .090' SG, 1/8' HS 5 6 17 73 1! 18 PVB . KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN=ANNEALED HS = HEAT -STRENGTHENED TP TEMPERED FOR ANCHOR QUANTITIES, SEE TABLES 1518 12• zz-1n• o.c. 12"O.c. DESIGN PRESSURE RATING I IMPACT RATING VARIES PER GLASS TYPE. LARGE 8 SMALL MISSILE SEE TABLES 2.11 IMPACT RESISTANT USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR OYTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1) 1-5/B• X .300- WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4• FROM EACH END. 311 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. SASH / FIXED / OVERALL VISIBLE VISIBLE HEIGHT 62' LIGHT LIGHT 22-1/2' BUCK HEIGHT L 34" SASH VISIBLE LIGHT 55-3/8' FIXED VISIBLE LIGHT O.C. 9• R SEE WEEPHOLE SEE SHEET 17 FOR I IV BUCK WIDTH OTES, THIS SHEET INTEGRAL FIN 120" OVER/RL•WICRIT • • • • • • • • • • ANCHORAGE TYPE 8 SPACING TYP. FLANGETYP• FLANGE XOXEL 061 • • MAX. DIMENSIONS ALLOWED SFpWy • • • • • • • • • • • • •• ••• •• ENERAL NOTES ........................ .......1 CODES / STANDARDS USED ELEVATIONS., .... . ...... .........1 •2D17 FLORIDA BUILDING CODE (FBC), 6TH EDITION GLASS LLA S PRESSURES....... I ... .ASTM E1300-09 • • • • • ANCHOR 0"INTIES. 0.. .. ......1414 eANSVAF&PA NDS-2015 OR ""` i CpNSTRUiTIOy IN,TALLATIOMANCROR%PECS....... 2-9 :ALUMINUM DESIGN MA�IUAy, ADMQ015 • 6, ADM • EXTRUSION PROFILE • 15-17 ZSI560-12 • • • • • eAISC 380-10 • • • • • ,. .18 CANER ASSLIJIJLY� • _.............19 • PARTS LIST... �. AA,'- 19 ................. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • i G Y W > 16 o 0 FW t` o O DIN a .J O N w O =m R Q O i ¢ Z Z O Z LL W oU v_vd o� � E W .-. > V- to z JM0 o `* Z O Z - O U W .J O Q W LL O ® or N d' W ZO F O O � z Q O atW Q Z UJI (If _ DIN•. a,�a5 ``t1111111111/// LYNN�� •, .0 NyF'••�(C� * No. 68705 T '.•STATE OF ko ` �:�s ."•:t.2.ORIDP.. N S/NAL O"OlollIENG`� ` A. LYNN MILLER. P.E. PE x 58705 Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Type: 1 Meeting Rail: Standard ---1 8' AN GLASS 090" PVB -� a,-1/8" AN GLASS I I 24 - ---� 112 NOM GLASS BITE PRIOR \ ' \ _ \�74 i ) GLASS TYPE 1 22-118" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20' +65.0 -65.0 +65.0 -65.0 +65.0 b5.0 +65.0 65.0 +65.0 65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 _65.0 37" +65.0 85.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 $5.0 +65.0 �5.0 +65.0 -6.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 65.0 +65.0 65.0 +65.0 .5.0 +65.0 6H0+6655.0 65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 +.0 65.0 L.74"1 +65.0 1 -65.0 +65.0 75.0 +65.0 -65.0 1 +65.0 1 -65. - +63.3 63.3 Overall Width Design Pressure (Ibstfe) for XO 8! OX Windows Glass Types: 2, 3, 5, 6, 7 Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt. 3 ,em 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61 -, +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67,, +65.0 -80.0 +65.0 7.0 +65.0 -80.0 +65.0 80.0 +65.0 -79.2" 74T +65.0 -80.0 1 +65.0 +65.0 -80.0 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZE. NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. --its- HS GLASS 3/16" AN CLASS HS GLASS -8' '090, PVB `0 7/ ,\ '� h - 3116"AN1GLASS 423,-\J 12" NOM. � 12" NOM. OLASS SITE GLASS SITE 1741 62) EXTERIOR I i EXTERIOR \ GLASS TYPE 2 32 GLASS TYPE 3 13/18" NOM. _ 13/16' NOM. GLASS STACK GLASS STACK 090'PVB AIRSPACE � -.090' PVB V AIRSPACE TEMPERED 1/B„AN 3/16"AN OR !� GLASS --IWI �: �_ GLASS TP GLASS �'•: r�118" AN GLASS i ,\7 f 1� 12"NOM. �R 111aOR 16 1 /2 N1 OM. GLASS BITE I GLASS SITE EXTERIOR -� EXTERIOR ti w %' _•• ••• • • •• )ORC13� g3�,Qd. • • • •'--�D-73� GLASS TYPE 5 • • • if • GLASS IFYPE E? •2ALED) • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 W O Y ay O ¢o o O N _;a-V K 0 CJ i zLLm mx � Z W z = ui R v n L) U o o e _j Rq Wo v -N w o Z � z o� U d' W --r J m CD LL J O ¢ O ® m r_'i W Ir N !L' O to a = w M a o ° z Z U = Q LU a•l�: '�sa0 s �u5 NLYNAI iCENSF * •: No. 58705 4C OT '. STAT O (V `� s`'S�"' NAONA'L 17771 A LYNN MILLER, P.E. P.E • 5a705 i TART C A Overall Width Design Pressure (lbs/ t2) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard 22-118" Ove1a11 Hgt. 37" Overall Hgt. I 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 Z0.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6t" +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.D +65.0 -76.8 67" +65.0 -80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -71.3 74" +65.0 80.0 +65.0 0.0 +65.0 1 -80.0 +65.0 77.1 1 +64.9 1 f4.9 GLASS STACK AIRSPACE--,-�-090"PVB I its- AN GLASS ---_I I 1/8" AN GLASS "31 /-(7 -, �, oM. 910R21Bl II GLASS SITE EXTERIOR i. GLASS TYPE 4 _ _ _ 13/18" NOM. ,GLASS STACK 3/16" AN OR AIRSPACE 090" SG -� ✓' .090" SG f-- HS GLASS 1/8" AN OR . 3/16" AN OR TP GLASS �3/18" AN GLASS 30 �. HS GLASS / 4\ 31, 7 ) (23 ,� i j TABLE 5' 12' NOM. '21 AOR 1 B, 12" NOM GLASSBRE I G1.A55 BITE Overall Design Pressure (lbsW) for XO & OX Windows Glass Types: 8 thru 15 EXTERIOR -� EXTERIOR Width Meeting Rail: Standard 22-1/ir Overall Hgt. 1 37" Overall Hgt. 1 49" Overall 74) H91. 55" Overall Hgt. 63" Overall Hgt. 1 ��� i7a73 32 ✓ /`3AORC ,% �J 20' +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 +gp,p 110.0 GLASSTYPEB ANNEALED i_. GLASS TYPE 10 (ANNEALED) 25' +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9 CHEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) 3T +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49' +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -111F0 _ 13116"NOM. 13/18"NOM. 61" +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +g0.0 110.010I GLASS STACK Imo. GLASS STACK AIRSPACE"SG AIRSPACE -.090"SG 87' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95,7' 118"AN OR 1/16AIR"AN OR 74" +60.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 90.0' TPGLASS -_y B"HSGLASS TPGLASS" f ve Hscuss -110.0 FOR GLASS TYPES 9, 12, 13, 14 8 15 `3 74, t 31, / \ 4 ) 112• NOM • • • • •71 aIOR�" • 1/'t NOM. 'GLASS TYPESB-15 EXTERIOR S I GLASS B.E : 4 • • CLASS BITE MAY NOT BE USED 7 Rldh WR71 INTEGRAL FIN (A I • • • • • • �• • • • • FRAMES NOTES: 6D3 IOR 63B �3 / 7`aJ3) • • • • A' • , % • • •� 70.731 � 3P� OR Ci36,✓ 1)OVERALL (nP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS TYPE I4 (ANNEALED) EQUALLK) EG WINDOWS, THE TIP -TO -TIP IN GLASS TYPE 13(TEMPGREC�•• •GLAS�TYPE rsirEn5ED) TT HE ABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • 000 0 0 0 000 • • LU z O Y 1 a' _ O O � ijOO y 0 N Q O Y K ¢ O O J p 8 W O Z LLLU Ui O A' Z Z0 d' w J J O w Q m 0 • g Ir w IR = O (2 s = W 0 o O � ij!s#o It 2 s ,as ,,,%% - 1j1TTTTT /; \ NY LYIVIV No. 58705� STATE OFy ��CCS .,�O..... N G� � "I 'ONAL A LYNN MILLER, P E. P E.# 58705 Overall Width Design Pressure (IbSt t) for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty 22-1/8' Overall Hgt. 37" Overall Hgt. 49" Overall Hgl. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 110.0 +80.0 -110.0 -78-55-7 -110.0 +80.0 -110.0 +80,0 -110.0 25" +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -1 %0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 : -110.0 1 +80.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 I ` I I 3/16" AN OR ! I HS GLASS 090" SG-y 3/16' AN OR `p • I HS GLASS 23 `1 1/2" NON. GLASS BITE EXTERIOR r i4, 32 GLASS TYPE 8 GLASS TYPE 9 i 13/16" NOM. (GLASS STACK 090"SG AIRSPACE -� ♦tL� /B' AN OR TP GLASS 3/16" AN GLASS inoh�o F�'f i EXTERIOR 1 ti \ T �3�OR,:_3 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 110.0 +80.0 109.8' GLAss TYPESB-ifi 110.0 +80.0 1 Q$.8' ' MAY NOT BE USED WITH INTEGRAL FIN '-110.0 FOR GLASS TYPES B-13 8 15 •FRAMES 13116" NON. GLASS STACK 13/16" NOM. r- GLASS STACK AIRSPACE ♦ .090" SG AIRSPACE -- 09(' SG 1 /B" AN OR _ TP GLASS ^) _�1/6" HS GLASS 311 6"AN OR _ TP GLASS �� 1/6" HS GLASS I /-,74 i - 1AOR 18, i /I. -NON. R/116 1 i GLASS BITE •J 11Y NOM. GLASS BITE EXTERIOR EXTERIOR - � �1 ..OR 38 70 731 `-J i-. � �33AOR B�--/, --� 70-73j , GLASS TYPE 12 (ANNEALED) ` GLASS TYPE 14 (ANNEALED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . .... • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W m R to M N W 0 m o cp c, N a,�c O w O W O = LL (O go 9 o � J ud F Z < 6 Q aN o Z U J J J WIn ¢ rn LL O K W v ® a N_ m 0 In IaauS = W a a o 0 Z r _Z O J W = Q 0 NY LYN/y �. No.58705 q *_ so %(CSS.RORIDP..G�?� ' . TONAL 'E 0\� //111111% A. LYNN MILLER, RE P E.0 587DS Oterall Width Sash Configuration %d '/ Y3-'/3 Sas Width Range (in) -12.038. 12.052 12.053 • 15.006 Glass Types: 1, 4, 5 Design Pressure (Ibstz ) for XOX Windows Meeting Rail: Standard 21-1/8" Oeerall Hgt. +60.0 -60.0 +60.0 1 -60.0 29" Olerall Hgt.; +60.0 -60.0 +60.0 -60.0 37" Overall Hgt, +60.0 -60.0 +60.0 -60.0 49" OLerail Hgt. +60.0 -60.0 +60.0 -60.0 55" Overall Hgt. +60.0 -60.0 1 +60.0 1 -60.0 63" Overall Hgt. +60.0 1 -60.0 +60.0 -60.0 49. 12.036 - 13.302 +60.0 -60.0 +60.0 -60.0 I +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 '/3-Y3-' 3 13.303 L 16.675 +60.0 -60.0 +60.0 -60.0 I +60.0 60.0 7600 -60.0 +60.0 1 -60.0 +60.0 -60.0 5}1/8" Yd-% 1/4 12.038 - 14.333 +60.0 -60.0 +60.o -60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 �3-'/3 '/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 61" %4-+/ % 12.038 • 16.302 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +w.0 -60.0 '/3-'/3-�3 16.303 20.675 +60.0 50.0 +60.0 -60.01 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 12.038.20.052 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76' custom 20.053 - 22.185 22.186 - 25.675 +60.0 +80,0 -60.0 60.0 +60.0 +60.0 -60.0 -60.0 1 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 60.0 '/ 1/z-% -24.082 +60.0 -60.0 +60.0 1 -60.0 ; +60.0 -60.0 +58.2 58.2 +53.9 -53.9 +48.7 48.7 92-1/8" custom 24.083 L 26.185 +60.0 -60.0 +60.0 60.0 1 +60.0 •60.0 +60.0 60.0 +60.0 60.0 +57.8 57.8 '/3-'/3-'/3 26.186 - 31.038 +80.0 -60.0 +60.0 -60.0 I +60.0 -60.0 +60.0 780.0 +60.0 - 00.0 +60.0 60.0 %4-'/z-%d '" 25.302 +60.0 60.0 +60.0 -60.0 t +6D.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 97' custom 25.303-27.185 +60.0 -60.0 +6o.0 -60.0 +60.0 :60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.168 - 31.038 +gD.O 60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 1 % Y Y4 '" - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 I +60.0 -son A+60-O-W.0 +60.0 -60.0 +525 -525 120" Yd-%-' d -31.038 +60.0 -60.0 +60,o -60.0 ++60.0 50.0 +53.9 53.9 +48.7 48.7 _... _. _. ._.. ..._... __.__............... 2 _. MIN. SASH WIDTH (FIN 6 EQUAL -LEG WINDOWS) • OVERALL WIDTH - 56.924 2 I I NOTES' I 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE To DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. j I , 1 R GUS 09T PVB -- .�--1/8" AN GLASS � r 2'NOM.S BITE ' -1!B"ANGLASS GLASS TYPE 4 L 13/161NOM. _ GLASS STACK AIRSPACE �• � 090" Pve 1/8"TP I I 1/8'AN GLASS__y GLASS BITE EXTERIOR 1 Lhv oR N--GLASS TYPE 5 •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU > o :y of w p sc m O IN 10 a0 o O � w O �' y IA Zo O g z LL m "� M LU UU_ d a, eR F- Z o a z Z V Q' LU J J co ul Q O) LL O m LU 0 Q U) �4S = W LL O n- O Z_ Z w n O J W 2 a1 ❑ ,ias 71111u1n1i/� `. 00 LYNq/ No. 58705 OF OR 'i ss 0NA L IEN v.. A LYNN MILLER, P E. P. E.# 58705 TAI l JA OWeral1 Width Sash Configuration Sash Width Range (in) Glass Types: z, 3 Design Pressure (ibsW) for XOX Windows Meeting ng Rail: Standard 21-1l8" Overall Hgt. 29" Overall Hgt. 37" Oerall Hgt. 49" Overall Hgt. 55" OWerall Hgt. 63" Coverall Hgt. 44L 1/4-% '/4 12.038 - 12.052 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3% 12.053 - 15.008 +65.0 �0.0 +65.0 -80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 80.0 4 �, 1/-%2-Y4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 I Y3 1/3 Y3 13.303 - 16.675 +65.0 80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 I I 53.1 1/4_7/T-Y 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-Y3Y3 14.334 - 18.D50 +65.0 -80.0 +65.0 -80.0 j +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 I61 Y4-/z-Y4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -Yz-1/, 12.038 - 20.052 +65.0 -80.0 +65.0 -8D.0 I +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 7 custom 20.053 - 22.185 +65.0 80.0 +65.0 �0.0 j +65.0 80.0 +65.0 80.o +65.0 -80.0 +65.0 -80.0 Y3 1/3 Y3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 j +65.0 M.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 - 24.082 +65.0 -60.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.1155 +65.0 -80.0 +65.0 -80:0 +65.0 80.0 +g5.0 80.0 +85.0 80.0 +65.0 80.0 Y3%-Y 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 1/ Y2-% - 25.302 +65.0 -80.0 +65.0 -80.0 I +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -8D.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 1/3 27.186 - 32.675 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 1/z-% - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 28.303 - 30.185 +65.0 60.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1/3 Y31/ 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +85.0 -80.0 " - 29.483 +65.0 -80.0 +65.0 -W.0 +65.0 -W.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1.-L1/4--Yz-114 " custom 29.464 - 33.185 +65.0 -80.0 1 +65.0 -80.0 : +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1/3-Y3-Y3 33.186 - 38.222 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 -80.0 -1/-1/4 " - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 custom 33.186 - 38.222 +65.0 80.0 +65.0 80.0 +65.D M 0 +65.0 80.0 +65.0 80.0 +65.0 �0.0 " MN, SASH WIDTH (FIN 6 EOUAL-LEG WINDOWS) -- QVERALL WIDTH - 57 556 II 2 NOTES 1) OVERALL (T)P TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG.Vj1NDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE rd DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 090" PVBHS GLASS� --1/8' HS GLASS 30 (24 12'NOM GLASS BITE EXTERIOR / `J \, GLASS TYPE 2 ti 74 3116" AN GLASS 090' PVB l D) `F 6"AN GLASS _�. Q' NOM. :IOR GLASS BITE I GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UJI z ro Y > - a U) K w i: ,ay O iD N atop Er Q, O $ �� W z LL co U U d o � `� J '-3 H Z 7 < Q o W rc F 3r0 O > 'a co z G W W rn J -L J O < O cr Lu ® a nj O rn = W a � $ a o z z 1. ¢ 9 I` O In it J W 2 Q 0 P���•'• uGENgF ����� �' No. 58705 _ . 7 O� .. S ATE OF SO........�NG . %'/NAL �///11111111 �` A LYNN MILLER. P.E. P E0 58705 Overall sash Sash I Glass Types: 6, 7 Design Pressure Width Configuration Width (Ibs/ft2) for Windows Meeting Rail: Standard Range (in) 21-1/8" Overall Hgt. 29" Overall 37" Coverall Hgt 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" -%-%a 12.038 - 12.052 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-�I -Y 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 149" %a-% % 12.038-13.302 +65.0 80.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 %-1/3-%3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 +65.0 -80.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/$" %_%Z %a 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 1/ % % 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 61" %1/ � 12.038. 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %%2-%a 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _72.98 76" custom 20.053-22.185 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 %3-%3 22.186 125.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 +65.0 -80.0 1/-%-%a -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �01 +65.0 67.Se 92-1/8" custom 24.083 - 26.185 +65.0 :0.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 %3 1/%s 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 0.0 +65.0 -80.0 1/s-� �i 25.302 +65.0 $0.0 +65.0 �0.0 +65.0 80.0 +65.0 80.0 +65.0 _74.1A +65.0 -80.0 67,5e BT' custom 25.303 - 27.185 +65.0 $0.0 +65.0 -00.0 +65.0 �0.0 +65.0 �0.0 +65.0 �0.0 +65.0 77.9 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 50.0 +65.0 $0.0 %2-%a 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 8D.0 +65.0 -74AA +65.0 -67,56 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 %s-%s-%3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 60.0 +65.0 80.0 +65.0 75.8 I % 1/2-% " - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67. 1135/8" custom 29.464 - 33.185 +65.0 -80.0 +6g,p 60.0 +65.0 .0 +6.0 -80.0 +65.0 -80. 65.0I%s-/s +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 70.6/ -76.9 1/a-%2-1/a -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +55.0 -80.0 +65.0 -74.1A +65.0 87,5s 120" custom 31.053 - 33.185 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 115.4 ^ UW escu custom 33.186 - 38.222 OVERALL +65.0 WInT _ B0.0 u tsa +65.0 -80.0 +65.0 -W.0 +65.0 -80.0 1 +65.0 1 -80.0 1 +65.0 1 -71.3 2 "- MIN. SASH WIDTH {FIN 6 EQUAL -LEG WINDOWS) = OVERALLWIDTH - 57,5!K 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN; FOR INTEGRAL FIN AND EOUAL-LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE -0- VUK ULASS TYPE 7 °-75.0 FOR GLASS TYPE 7 13/16" NOW _-� GLASS STACK AIRSPACE 090-PVB 3/16" AN OR TP GLASS �1-11/8"AN GLASS M, NOM. GLASS SITE EXTERIOR j 33AOR(33B GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • ............ • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LU i Y n y O �c ` o y O 2 N rn Q1 0 J O n N Z LL� i -j J Z lL Z O m = U ULLd I o U e� -i -+ B . _ o W _� 0 z O Z o z X W J J U.1 J rn O Q O U1 O In :aaus = w a o Z I,U rc LI 7 a W o = 11111 I111r// / LCENSLc .•��� i * : No. 58705 =� .. �S O� SATE OF �O NAL 10" NN.. A. LYNN MILLER P.E. P.E.t 58705 O%erall Width �" � 49" 53 1/8" 61' 76' 92-1/8" 97" Sash Configuration 1/3'Y3 Y3 -% 1/ Y3-Y3-Y3 Yi-Yz Yl 1/3-Y3-Y3 Yi 1/ % custom 1/3 %-Y3 Y4-Y2-y4 custom 1/3-Y3-Y3 Yi %-1/ custom -Y3--1/3 -1/z--114 Sash Width Range (in) 12.038 - 12.052 12.053 - 15.008 12.038 - 13.302 13.303 - 16.675 12.038 - 14.333 14.334 - 18.050 12.037' 16.302 16.303 = 20.675 12.038 - 20.052 26053-22.185 22.186 - 25.675 *" - 24.082 24.083 •26.185 26.186 - 31.048 " -2 25.303 - 27.185 27.186 - 32,675 ** - 28.302 21-1/8" +80.0 +80.0 +80.0 +g0.0 +80.0 +80.0 +80.0 +80.0 +8000 +80,0 +80,p +80.0 +80.0 +80.0 +80,0 +130.0 +80.0 +80.0 Design OWerall Hgt. 110.0 -110.0 -110.0 110.0 -110.0 -110.0 -110.0 -110.0 110.0 110.0 -110.0 -110.0 110.0 -110.0 -110.0 -110.0 -110.0 -110.0 Pressure 29" OWerall +80.0 +80.0 +80.p +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 (lbsM Hgt. -110.0 -110.0 -110.0 -110.p -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 .110.0 2 )forXOX 37" OWerall +80.0 +80.0 +80.0 +80.p + 80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +g0.0 +80.0 +80.0 +8D•0 1 +80.0 +80.0 Windows Hgt. -110.0 -110.0 -110.0 -11p.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 4, OWerall +80,0 +80.0 +g0.0 +80.0 +80,0 +80.0 +80,p +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +g0.0 +80.0 +80.0 +80.0 Hgt. -110.0 -t10.0 -110.0 -110.0 -110.0 -110.0 -110.0-110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 .110.0 -110.0 -110.0 Glass Meeting 55" 01 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +g0.0 +g0.0 +BO.0 +80.0 +80.0 +80.0 +80.0 Types: 8, TO,11 Rail: Standard erall Hgt. 63" O%erall Hgt. -110.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 -110.n +80.0 -110.0 +8p,0 -110.0 -110.0 +80.0 -110.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 -110.0 +gp_p -110.0 -110.0 +80.0 99.2 -110.0 -110.0 +80.0 -110.0 +80.0 -110.D -101.0 -110.0 -110.0 +80.0 +80.0 -90.5 -105.2 +80.0 -102.3 -101.0 -110.0 +80.0 -90.5 +80.0 -102.7 -110.0 -101.0 +80.0 +80.0 -98.9 109, 11I3 5/8" 120" " MIN. SASH custom 1/3-1/2/3 Y4_/2-1y custom 1/1% -Y2-1/4 custom custom WIDTH /FLANGE 28.303 •30.185 30.186 - 36.675 7" 29.463 29.464 - 33.185 33.186 - 38.222 -31.052 31.053 - 33.185 33.186 - 38.222 wmr-, = OVERALL +gp.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 WIDTH - -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 58.556 +80.0 +80.0 +80.0 +80.0 +80.0 +g0.0 +80.0 +80.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +g0.0 +80.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 +80.0 +80.0 +80.0 +80.0 +80.0 +g0.0 +g0.0 +80.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 -110.0 710.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -90.5 -110.0 -110.0 -101.0 -108.5 -110.0 -101.0 -102.9 -110.0 +80.0 -97.3 +80.0 +80.0 +-- - -92.9 -90.5 94.1 +80.0 -92.3 +80.0 +80.0 50.5 91.5 +80.0 -90.6 i 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH -57556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN.'FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. I I 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 060" SG - F--3/16" AN GLASS • I 3/16" AN GLASS � 23 1 12" NOM. i GLASS BITE EXTERIOR .^ , GLASS TYPE 8 13/16• NOM. r GLASS STACK AIRSPAIlk 098•SG 1 /8" AN OR TP GLASS3116" AN GLASS \i 12' NOM EXTERIOR GLASS SITE 13 ' 7 63A101113 GLASS TYPE 11 (TEMPERED) WS 8 - 15 USED ALFIN • • • • • • • • • • • • • •• • • • • ••• • • ••• • • ••• • • • • 9.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • - W Y to po O O U N OJ,- i w w (Y Q O O LL g Z 1p i m = N w o W U o •¢� v -j ' I: ado I.- < LU SS2 z y avQ O v Z 0 Z Of W W m -J -1 CO a IL O ® I '4 W ao g O 0 j w j a LL a o U J Q W n 2 * No. 58705 10 - s OR1D..•• \�: S7GNAl rt,\1\\ //111111110 A LYNN MILLER. P.E. P E k 587DS 1Ar I h Sash Configuration Sash Width Range (in) Glass Types: 9, 12.13. 14, 15 Design Pressure (Ibs/RZ) for XOX Windows Meeting Rail: Standard 21-1/8" CtiErail Hgt. 29" OWerail Hgt. 37" Otela11 Hgt. 49" OWerall Hgt. 55" OWerall Hgt. 63" Olerall Hgt. 44 -�/-% 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 I+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.053 - 15.008 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 1 -110.0 +80.0 -110.0 +80.0 •110.0 4 1/-%Z-% 12.038-13.302 +80.0 1 -11o.0 +80.0 -110.0 1 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +gp,p 1 -110.0 1 +80.0 -110.0 +80.0 1 -110.() +80.0 -1 00.0 +80.0 -110.0 53-1 8" %%2 %a 12.038-14.333 +80.0 •110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80,0 .110.0 1/J-1/3-Y3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 710.0 +80.0 -110.0 +80.0 -110.0 81 1/4-1/2-1/4 12.038 -'16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 /,-%,-%, 16.303 - 20.675 +80,0 110.0 +60.0 -110.0 +80.0 -110.0 +Sp.O -110.0 +Bp.O -110.0 +80.0 -110.0 �/ % % 12.038 - 20.052 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 7 custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -% "-24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` 92.18" custom 24.063-26.185 +80.0 110.0 +80.0 -110.0 +80.0 _110.0 +80.0 -110.0 +80.0 -110.D +80.0 -110.0 I �/,-%1/, 26.186 - 31.048 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya--Yz-11 25.302 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +f10.0 -110.0 +80.0 -110.0 +80.0 -106.7 9 custom 25.303 - 27.195 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ij �/%-%3 27.186 - 32.675 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-Y Ya " - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 1 custom 28.3D3 - 30.185 +80.0 110.0 +Bp.O -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 1 +80.0 -it 0.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 % 1/-%a 29.463 +80.0 -110.0 +80.0 -110.0 I+8D.0 -110.0 +80.p -110.0 +80.0 -110.0 +80.0 -106.7' 11 8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 I %3'1/J �/ , 33.18- 38.222 +80,0 -10.0 + . .0 -110.0 +80.0 . . +80.0 -110.0 /a-�/z-�a " 31.052 +80,0 -110.0 +BO.D -110.0 +80.0 -110.0 +8p,0 -110.0 +80.0 -110.0 +80.0 -106.7' 121 31.053 - 33.185 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 1 -110.0 +Sp,p -110.0 +80.0gffM-107.d833.186 - 38.222 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80,0 -1100 +80.0 1 __....._..--- ...- 2 '• MIN SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALI NOTES: 1) OVERALL TO TIP) DIMENSIONS SHOMM FOR EQUAL -LEG WINDOWS, S CT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TO DETERMIN THE WINDOW SIZE. 2) FOR SIZES JOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SI 2 --3116- HS GLASS 090" SG J �Ir •. - 311 6"HS GLASS ��, If GLASS SITE EXTERIOR I �_% GLASS TYPE 9 13115" NOM ��- GLASS STACK AIRSPACE-' .090"SG 1/8"AN OR TP GLASS I 1/8" HS GLASS 1 L��/��p�(�'1 Imo' 11 OR 1 � r i/2' NGM. GLASS SITE EXTERIOR 33�OR 30B \ �7 GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) f 13/16' NOM. GLASS STACK AIRSPACE= _y -.090"SG 3/18' AN OR TP GLASS �'•; 118" HS GLASS -110,0 FOR GLASS TYPES 9, 12, 13 8 15 �� EXTERIOR GLASSSITE • GLASS TYPES 8 - is • �• •� • • • '� • f�3.4[Mt i9,--0 • • • • •\ y'7� MAY NOT BE USED WITH INTEGRAL FIN •• • • • • • • • GLASS'16YPE 14 (A�INEAL�D) • FRAMES GLASS TYPE 15 (TEMPERED) • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 W � m Y N o O "ah o o 0 N $ K Q Of�J} l 1 W (/I O O �' _ z o -r zU = W o C1 g � 0 z v i a ¢ '�•+ OM^ W .-. u 1- > co O v z _z It W J W W IQ m U- -' ¢ O Of c) ® r1l W K 2 O rotas = W It o O 0 z z O J Q W 2 anv pas t11111I III" "\" OtAy * No.58705 - ATE O ORION . "' S1oNAL �N"?`" A. LYNN MILLER P.E P.E S 58705 Anchor Quantities for XO & OX -1/8" Overall Hgt. 1 37" Overall Hgt. 4E Head & Sill '0 E Head & Sill a m H 1+C2+1 2 ,+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 Anchor Quantities for XO & OX 1/8" Overall Hg1. 37" Overall Hat. 49" Overall Hgt. 55" Overall I a Heats &Sill E Head & Sill Head & Sill I m I Head & Sill 1+132+1 12 1+C2+1 1+132+1 12 1+C2+1 1+132+1 2 1+C2+1 1+C2+1 2 1+C2+1 1+C2+1 2 1+C2+1 1+C2+1 2 2+C2+2 2+C2+2 2 2+C2+2 I Anchor Quantities for It I 22-1/8" Overall Hgt. 37 "Overall Hgt. M22+C2+2 E E E Head & Sill E2 1+C2+1 22 1+C2*1 22 1+C2+1 22 1+C2+1 22 1+C2+1 2 2+C2+2 2 2+C2+2 2 ,idows I Glass Types: 1 thru 7 Meeting Rail: Standard erall Hgt. 55" Overall Hgt. 63" Overall & Sill J' ' Head &SillHead fl-E & Sill 2+1 3 1+C2+1 2+1 3 1+C2+1 ?+1 3 1+C2+1 ?+1 3 1+C2+1 V1+C3+1 !-+1 3 1+C2+1 !+1 3 1+C2+1 +1 3 1+C2+1 3 1+C3+1• •.�•- �Rowa Lres 1,4a5 Glass Ty es: 8 thru 15 Meeting F ail: Standard Head & Sill 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 1+C2+1 3 1+C3+1 1 3 1+C3+1 2 i 3 2+C3+2 2 3 2+C3+2 & OX Windows Overall Hgt. 55" Overall d &Sill a E Head & Sill 3C2+1 3 1+C2+1 C2+1 3 1+C2+1 C2+1 3 1+C2+1 C2+1 3 1+C2+1 C2+1 3 1+C3+1 C2+2 3 2+C3+2 Glass Types: 8thru 15 Meeting Rail: Heavy -Duty 53" Overall Hgt. 76" Overall a Ideal & Sill 1+C2+1 31+C2+1 31+C2+1 31+C3+1 lHead 31+C3+1 32+C3+2 3 2+C3+2 4 2+C4+2 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: '2+C3+2 14 2 ANCHORS. CLUSTERHORS OF 3 ` \' ANC \ 4ANCHORS. AT THE 2 ANCHORS AT SASH CENTERED AT 7HE �_J IN THE THE FIXED LITE MEETING RAIL I JAMB 23' MAX. O.C. \S' MAX. --- �- ---- 9^MAX. 22 12• i/ X 0 MAX. O.C. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12-MAX. O.C. —�---� 6'MAX. O.C. 2-ANCHOR 3ANCHOR CLUSTER DETAIL CLUSTER DETAIL 4" MAX. O.C. i 91E m 4 li — 4 4-ANCHOR 4 • • • • • • • • US ER DETAIL 4 •• •� ••� • • • i 4 ••• • • DT • ••• • ••• •• • • • • 4 1) OVERALL (ITP 4TIF7IMMENSIONS SHOWN, FOR EQUAL -LEG WINDOWS. SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE $ TO DETERMINE THE WNDOW SIZE. • • • • • • • 2) FOIiSIZES NO • T•5VQWN. ROUND UP 70 THE NEXT AVAILABLE SIZE. • • • • • • • • • • • ••• • • ••• ••••• • • • • • • Uerall Width Sash figuration Sash Width Range (in)a Anchor Quantities for XOX Windows Glass Types: 1, a, 5 Meeting Rail: Standard 1-118" C%erMl Hgt. 1 29" 0erall Hgt. 37" Oerall Hgt. 49" 0lerall Hgt. 55" 0%erall Hgt. 63" Overall Hgt. Head 8 Sill i Head 8 Sill a ' Head & Sill Head & Sill m Head &Sill a . Head & Sill a 44" %-1/z-% 12.038 - 12.052 1+71+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %r1/rYa 112.053-15,008 1-C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" %-'2-Y 4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 121 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 jY3-/a-Y 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" Y/z-Y4 12.038- 14.333 1+C2+1+C2+1 2 :1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 a--1a-Ya 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+7+C2+1 3 1+C2+t+C2+1 3 81' Yi 1/ �/4 12.038 - 76.302 1•C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-1/a--Ya 1116.303-20.675 1+102+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-Ya- a 122.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-Yz 11 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom Ya-Ys-Ya 24.083-26.185 26.186 - 31.038 1+C2+2+C2+1 1+C2+1+C2+1 2/+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+ C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 3 1+C2+2+C2+1 1+C2+1+C2+1 3 3 %-Yz--Ys - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2*1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+1;1+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 %-Yz--Y4 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 •29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120 custom Y4-Yz-� 29.188-31.036 -31.038 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 2 1+C2+3+C2+1 2 -^ 1+C2+3+C2+1 2 1+ C2+3+C2+1 2 1+C2+3+C2+1 3 1+a+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 1 3 2 "MIN. SASj WIDTH (EQUAL -LEG WINDOWS) = OVERALL WI 2 NOTES: 1) OVERALL TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, CT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TO DETERMI THE WINDOW SIZE. 2) FOq SIZES IrT SHOWN, ROUND UP TO THE NEXT AVAILABLE SI 12" MAX. O.C.----� it 2-ANCHOR CLUSTER DETAIL GUIDEUSING ANCHOR QUANTITY f 1'FC2+3+C2i1 � TABLES FOR XOX ;3 WNDOWS: % CLUSTER OF2 J CLUSTER OF 2 q3 NCHORS� \' ANCHORS 1 ANCHOR AT CENTERED AT THE THE SASH MEETING RAIL _ ANCHORS CENTERED AT THE 3ANCHORS AT MEETING RAIL THE FIXED LRE ( TING IN THE 1 I JAMB 22-12" MAX. O.C.i I 9" MAX. �-: _� 1 ANCHOR AT I '/ �- 12' MAX. it THE SASH - _ _ _� 1 : • � i" MAX. MEETING RAIL—. I?F-P;T /1N&L PATTERN AT SILL • • • •• • • ••• ••• • • • • • • • • • • • • • • ••• • 0 .,b p o O y�9 O cU-- y 0 -J 1 y Z LL mx W O n p _ J o� 00 N Z v o W rc o y z. z J Lu J O1 OJ O � � O F ¢ I�+s Q o o Z O ac w U U it Q Q = +nit :a5 BONY LYNAV , No. 58705 _ 1� _- •, < �\ 't TONAL ttl/111111111\ A LYNN MILLER, P.F P.E.R 5e7D5 QuantRles for XKWIndows Glass Types 2.3. 6, 7 OlxallSash Sash Meeting Rail: Standard Wldth Configuration Width 21-19" Overall HBt. 37"Mxall Hgt. 55" 0%erdll H 63" fin) �' O%erallRange Hgt. API�nc#horQuantftftlesr ead & Sill E Head& Sill a 'Head n 812.038 -12.052 1+CC2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053-15.008 1+C2+1+C2+1 2 1+C2+ +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49' 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C 2+ C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+ C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 53-1/8" %1/Y1/ 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+ C2+1 2 1+ C2+1+C2+1 3 7+ C2+1+C2+1 3 1+C2+1+C2+1 3 14,334 - 18.050 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+ C2+1 2 1+C2+1+p2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 81' I �a-1/a 12.038 - 16.302 1+C2 +1+C2+1 2 1+C2+1+C2+1 2 1+C2+ C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �a 18.303-20.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(�+ C2+1 2 1+C2+1+ C2+1 1 3 1+C2+1+C2++C2+1+C2+1 3 1 3 12.038-20.052 1+C2+2+C2+1 F 1+C2+2+C2+1 2 1+C2+ C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 7 I custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+ C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+ C2+1 3 1/a--1/r Ya 22.186-25.675 1+C2+1+C2+1 1+C2+1+ +1 C2 2 1+(;z+ C2+1 2 1+C2+1+(+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a/z-1/i -24.082 1+C2+3+C2+1 !!'2 1+C2+3+C2+1 2 1+C2+ C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-i18' custom 24.083 - 26.185 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+ C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/ate/a-�a 26.186-31.048 1+C2+1+C2+1 1+C2+2+C2+1 2 1+C2+ (x+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/+1/r1/i �- -25.302 1+(2+3+C2+1 2 1+C2+3+C2+1 2 7+( + (2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 9 I custom 25.303-27.185 1+Ca+2+C2+1 2 1+C2+2+C2+1 2 1+(�+ C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-1/a-�a 27.186-32.675 1+C2+1+C2+1 1+C2+2+C2+1 2 1+(;T+ C2+1 2 1+C2+2+(x+i C2+1 3 1+C3+2+C3+1 3 ' 1/ �/Z �4 -28.302 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+ Lx+1 2 t+C2+3+C2+1 C2+1 3 1+C3+3+C3+1 3 109' custom 28.303-30.185 1+C2+3+C2+1 1+C2+3+C2+1 2 1+c2+ C2+1 2 1+C2+3+C2+1 C2+1 3 1+C3+3+C3+1 3 30.186 - 36.675 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C 2+ C2+1 2 1+C2+2+C2+1 C2+1 3 01+C2+2+C2+1 1+C3+2+C3+1 3 1/i 1/z-Y -29,463 1+C2+3+C2+1 p 1+C2+3+C2+1 2 1+C2+ C2+1 2 1+C2+3+C2+1 C2+1 3 1+C3+3+C3+1 3 1133/ custom 29.484-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+ C2+1 2 1+C2+3+C2+1 C2+1 3 1+C3+3+C3+1 3 1/a-1/a-�a 33.166 - 38.272 1+C2+2+C2+1 12 1+C2+2+C2+1 2 1+C2+ C2+1 2 1+C2+2+C 2+1 2+1 3 1+C3+2+C3+1 F3 z-1/i �'-31.052 1+C2-3+C2+1 1+C2+3+C2+1 2 1+C2+ C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 12�P tom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+ C2+1 2 1+C2+3+C2a1 3 1+c2+3+c2+1 3 1+C3+3+C3+1 3 "MIN 4 tom kSHWIDTH FUN 33.186-38.222 1+C2+2+C2+1 OVERALL WIDTH-66556 1+C2+2+C2+1 2 1+C2+ C2+1 2 1 1+C2+2+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 12" MAX. O.C.—---y-i i \ � J 2-ANCHOR CLUSTER DETAIL 6"MAX.O.C. +r- 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS i 1+C2+3+C2;1 3 ` \\ ( GEWINDOWS)= _._—_ - / \ ,\\ 2 / ' "MIN. kSH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WID4- 57.556 / \ 2 / CLUSTER —� OF 2 1� C TER OF 2 ANCHORS ANCHORS 3ANCHORS 1 ANCHOR AT CENTERED ATTHE / ;CENTERED AT THE IN THE ; THE SASH 3ANCH0RS AT JAMB A • a TIED RAIL MEETING RAIL THE F ED LITE 22-1/2' MAX. O.C• �) • -- — i ♦ • • • • • • • 1 ANCHOR AT i B" MAX. -1-6-'• • • • ��• 12" wAX./.C. THE SASH NOTES: •I �•: -e !�____� r___ f 1)OVERALL t I I TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG - -J =--- 9"MAX WINDOWS, SU ITRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE T�BLE O I X TO DETERMIN THE WINDOW SIZE. • �/ -- !1 2) FOR SIZES T SHOWN, ROUND UP TO THE NEXT AVAILABLE SI : 0 • • : �. MW-T RAIL- 7 • • RFP&J ANCHOR PATTERN AT SILL ••• • • •• •• • • • • • i Y o �a w O o N o 222 U) 19 N i aW QO' Q m Z zo p o a Z LL o m W 2 LLiDo U U_ d a _1 ' "e u..a�p n LU H Z 't �x oLU > r y oZ� $ z u R J W _ rn K h¢ O N Y F � O x Z- Q o 5 2 O o � z � O U Z 2 Q a„ 1 * ; No.58705 :* i CCSRIOP.jlli•'G\�: IEN.�. A. LYNN MILLER, P.E. P.E158705 TABLE Ar Chor Quantities for XOX Windows Glass Types- 8, 10, 11 O%erall Sash Sash Meeting Rail: Standard Width Configuration Width 21-1/8" OAerall Hgt. 29" OAerall Hgt. 37' II H91. 49" 55" 0lerall V. 63" OAerall HgL Range (in) & Sill a Head &Sill a Head 8 ill 7SillHgt HeaHead & Sill aad E Head & Siii E 44' 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ 2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/l 1/r1/i 12.053 - 15.008 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+1+ +1 2 1+C2+1+ C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" /z-�i 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 21+1 +1 2 1+C2+1+ 2+1 C 3 1+ C2+1+C2+1 3 1+C2+1+ C2+1 3 1/r1/r 1/a 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53 1/614.334-18.050 1/4-Y2-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61' 1/1/= 1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2+1 2 1+C2+ + 2 C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 +1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3*1+C3+1 3 yi'/i y4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ +1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/r1/r1/a 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ +1 2 1+(x+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 %z % "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ +1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 26.186 - 31.048 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 2 1+C2+2+C2+1 1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 '/i 1/r1/i " -25.302 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ 2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 %r'/a-�/a 27.186-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4 1/z-1/a "- - 28.302M1+C2+3+C2+1+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ +1 2 1+(2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ +1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 %-1%-1/a 30.186 - 36.675+C2+1 2 2+C2+2+C2+2 2 2+C2+3+ +2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/i1/rys "-29.463+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ +1 21+C2+4+C2+13 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/ custom 29.464 - 33.185+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ +1 2 1+C3+3+C3+1 31+C3+3+C3+1 3 1+C3+3+C3+11/3-1YY3 33.186 - 38.222+C2+2 2 2+C2+2+C2+2 2 2+C2+3+ +2 2 2+C3+3+C3+2 3 2+C3+3+C3+23 2+C3+2+C3+2 3YI1/rY "'-31.052+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ 2+1 2 11+C2+4+C2+1 3 1+C3+4+C3+1 3 C3 3 C3 1 3120" custom 31.053 - 33.185+C2+1 2 1+C2+3+C2+1 2 1+C2+3r +1 2 1+C3+4+C3+1 3 1+C3+4+C3custom �2+(03+3+C3-2 33.186-38.222C2+2 .- f1VFRAlI 2 Un _ 2+C2+3+C2+2 2 2+C2+3. +2 2 2+C3+3+C3+2 3 2+C3+3+C3 mat- __ -..._-= " MIN. SPSH WIDTH (EQUAL -LEG WINDOWS) = NiTEIIE S 1) P TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WIWSTRACT 1" FROM THETIP-TO-TIP DIMENSION IN THE TO THE WINDOW SIZE. 2) FOR SIZE1 NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE 12" MAX. O.0 2-ANCHOR CLUSTER DETAIL 6" MAX. O.O. I 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: +1 3 C3+3+C3+1 3 1+C2y3+ 2-1113 \ +2 3 � I 1 I CLUSTER OF 2 , ! CLUSTER OF 2 3 ANCHORS \` ANCHORS + ANCHORS 1 ANCHOR AT — IN THE I IN AT THE CENTERED AT THE / THE SASH !ANCHORS AT JAMB MEETING RAIL MEETING RAIL �- r • I• •.• • _.7 THE FIXED LRE 22-12"MAX. O.C. '•--_y—• • • • • • • 1 ANCHOR ATI ' 9" MAX. I • • •{'• 126MAY I.C. THE SASH i 000 9" MAX. / X • ♦ NEEyNG8AIL • ! REPEAV ANCHOR PATTERN AT SILL is • • • • • •• • • • • • • ••• • ••• •• •• ••• W � °'Z Y Of M U) aN Of LU 0 �❑ o N o aloQ (7 N �w Q O O zIL C3 W co S. W) d o V C.)—co -j 19 W W o> v oZm u 2 J W co Q O a F I ® F jO j ,aav5 2 a d o Z o 2 \A1A111 II1� `,0\000 LYN/v Qom. 0GENS" No.58705 ,0 ATE �F � �S CC`..�ORIDP•.•G��` /ONAL A. LYNN MILLER, P E. P E X 58705 A chorQuantit3esforXO Glass Types. 9, 12. 13, 14, 15 Windows Oeerall Sash Sash Meeting Rail. Standard Wldlh nfi uration 9 Width 21-1/8" Overall �t. 2A+C22 37" II Hit. 49" Oeerall Hgt. 55" CNerall Hgt. 63" O%erall Hgt. Range (in) & Sill HE a Head SIII E & Sill Head & Sill nHead ' Head 8 Sill1/2-1/4 aHead 12.038-12.052 1+C2+1+C2+1 2 1+2 1+C2+1 C2+1 2 1+C2.1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 �/ �/3 12.053-15.008 1+C2+1+C2+7 1+2 1+C2+1 C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 349'Y41/iY4 12.038 - 13.302 1+C2+1+C2+1 2! 1+2 1+C2+1 C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 13.303-16.675 1+C2+1+C2+1 2 1+C2 1+C2+1 C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" �i �i 12.038 - 14.333 1+C2+1+C2+1 7+C2+7+C2+1 2 1+C2+1 C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3 �/s--1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1 +1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 12.038- 16.302 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2 C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y. %-Y. 16.303-20.875 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1 2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+7 3 �/ % 12.038-20.052 1+C2+2+C2+1 1+C2+3+C2+1 2 1+C2+3 C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 1+C2+2+C2+1 2 1+C2+2 C2+7 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %-1/3-% 22.186-25.675 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2*1 2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1//z-�� "-24.0t2l2+3+C2+1 1+C2+3+C2+1 2 1+C2+3 2 1+C2+4+C2+1 3 t+C3+4+C3+1 3 7+C3+4+C3+1 3 92-7/8" custom 24.083-28.12+2+C2+1 1+C2+2+C2+1 2 1+C2+2 �U+J12 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/s-1/3-�3 26.186 •31.02+2+C2+1 1+C2+2+C2+1 2 1+C2+2 1+C2+2+C2+1 3 1+ C3+2+C3+1 3 1+C3+2+C3+1 3 /2-Y "-25.302 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3 C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" Custom 25.303-27.185 1+C2+2+C2+1 1+C2+2+C2+7 2 1+C2+2 C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-y3 27.186 - 32.675 1+C2+2+C2+1 1+C2+2+C2+1 2 t+C2+2 C2+1 2 1+C2+2+C2+1 13 1+ C3+2+C3+1 3 7+C3+2+C3+1 3 Y4-1/2-1/i -28.302 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3 C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 107, custom 28.303-30.185 1+C2+3+C2+7 1+C2+3+C2+1 2 1+C2+3 C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+i 3 1+C4+3+C4+1 3 �3-1/3--1/i 30.788 - 38.875 1+C2+2+C2+1 2+C2+2+C2+2 2 2+C2+3 C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 Y.-1/r �i "-29.463 1+C2+3+C2+1V2+C2+2+rP+P 2+3+C2+1 2 1+C2+3 C2+1 2 1+C2+4+C2+1 3 1+�31 +C4+1 3 113-WB" custom 29.464.33./85 1+C2+3+C2+12+3+C2+1 2 1+C2+3 C2+1 2 1+C3+3+C3+1 3 1++C4+1 3 /3-%3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3 C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 31 2+C4+3+C4+2 4 Y 1/i 1/4 -31.052 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3 C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053 - 33.185 1+02+3+C2+1 1+C2+3+C2+1 2 1+C2+3 C2+1 2 1+C3+4*C3+1 3 1+C3+4+C3+7 3 1 C4 4 C4 1 3 custom 33.188-38.222 2+C2+2+C2+2 2+C2+3+C2+2 2 2+C2+3 C2+2 121 2+C3+3+ 2 » MIN. WIDTH (EQUAL -LEG WINDOWS) •OVERALL WIDTH - 2 7.5, NOTE& 1) OVERALL TO TIP) DIMENSIONS SHOWN. FOR EOUAL-LEG WINDOWS, S CT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TO DETERMI THE WINDOW SIZE. 2) FOR SIZES T SHOWN, ROUND UP TO THE NEXT AVAILABLE SI . 12' MAX. O.C-'+- I - 1 2=ANCHOR CLUSTER DETAIL 8' MAX. O.C. �• i� \ I I % 3-ANCHOR CLUSTER DETAIL 4' MAX. O.C. A —/' 4-ANCHOR CLUSTER DETAIL C3+2 3 2+C3+3+ C3+2 3 2+Ca+3+C4+2 4 /— 1+C 3+C24113 -- 1 GUIDE TO USING \ ANCHOR QUANTITY -- — _ CLUSTER OF 2 + CLUSTER OF 2 g gNCHORS 1i TABLES FOR XOX / ANCHORS ANCHORS WINDOWS: 1 ANCHOR AT (CENTERED AT THE i r CENTERED AT THE IN THE - _ THE SAS: • A,♦EI!r•1G IMIL • I ! F%L4 —irLI•E MEETING RAIL AT JAMB 22.12" MAX O.C.,, • •—•- • - • • / I • • • i• • • • •/ 1 ANCHOR AT 9' MAX. --� • :-'+: •.- • •FbMAX Q.C. THE SASH a �— 9' MAX. X O X • • 1+ .•-.��� �• • • • • • •-- WE-IW4G JAIL- • REPMT ANCHOR PATTERN AT SILL • • • • • • • • • • I• • W m Y lY M 3 y ❑ �o >- 1,0 ' p �I�rI U) O N zw O n 0 J �H rn O Zo Z U. S J W S Lyj o (_O U • � WH "" 7g o,c r` � o W.-. F- 2NC n > o a Cn g Z o u cr J W J 0) Q O ® N h = 7 L7 o Z oa O U Z M J \ .��01SY LYtVA, / No. 58705 .• �S 44/ ; O� S ATE OF �OR1DP..NG�X' ONAL E \. �r 111111111\\ A. LYNN MILLER, P.E. P.E.p 58715 .o6r h_ 2.724" 56D• �_ I 062' `J HEAD, FLANGE FRAME 2.724' - -- ---{ 11 3.651" I G SILL, FLANGE FRAME 2.724" LL/._ 3.184" I 2HEAD, INTEGRAL �:J FIN FRAME 2.724" - 2.105' -� SILL. INTEGRAL T .JJ FIN FRAME r o62" -- 170• y - 2.149' 1.300' �- - 1 � r -T 1 .o6r I 2.273" J 1.136" ADC" 1.300 C1 SASH PULL RAIL a SASH LOCK RAIL j SASH TOP 6 � BOTTOM RAIL �I .050" .045" ii 795" 4-81 7 6" BEAD n 5/16" BEAD TABLE 22: MATERIAL PROPERTIES USED M.Wriw MID. Fr Mn Fo StsN Sc usw 92 ksl 12D ksi 1" Sersw 9D Its! 95 kA 410 Scow 90 ksl 110 ksi Eko W-Cerl• 155 ksi 177 ksi 410 SS Eke Cn1aFNs• 127.4 ksi 189.7 ksl BDS3.T5 AN-, 16 ksi 22 kW A311 Stssl 36 ksl 55 ksl Gr. 33 Stsel Stud 33 ksi 45 ksi SILL, EQUAL LEG FRA 2.211^ ---.-I 0 .170" u HD MEETING RAIL - 2.724" -�InI{ { 1.246" �-- 3.151" 082IA ME --- 2.211" -ILI .120" - �- - 2.724- - - 12.080• � ,, I1 � .o6r HEAD EOUAL \- LEG FRAME 1.488" rl 2.786• I oer - o4 JAMB, FLANGE L4J FRAME I^� 3.908" 062" � SILL ADAPTER ' / 9 JAMB, INTEGRAL '� FIN FRAME 040" 1.513" .808" C,INSTALLATION JJ HOLE COVER !� 1.415- U .062 j t9 SILL TRACK 360" -� pi- " .D45" .-] 0- STDMEETINGRAIL 01. SCREEN ADAPTER _ 2.786' .062" f (s\JAMB, EQUAL LEG FRAME C - - 1_ .OBr 1r .723- 875' -- 1e WINDLOAD ADAPTER If 1646' +{ 1 1 '516' 1 .040" - �S ANTI -LIFT CLIP .830' .464" -�flry 797" .798' .070' -�f .085" 61A1 IG BEAD ;218 IG SNAP BEAD HOT -MELT SILICONE ALUMINUM DESICCANT FILL BUM �E71•�OFiC�s1ENT • P: YISOBUTYLENE STIR C • • • *W-AL 5 5/16' NOM. F O•�� 1/4"NOM. 3116'•IOM. • • • • BUTYLENE STRUCTURAL • BUTYC • • •5/1. Ned. • I"SIEALONE DESK SILICONE • ...CCC (/ • j1ESIC % �� • • •R�iLL-H�i ED FOAM WfTH_`Y / / // /• =TAI�LE�SEL I EXT. GLASS DESICCANT IX7. GLASS IXT GLASS-+� 1 I� GIXT. GLASS INT.GLASS / x jx INT.GLASS KODISPACE ``C.- � `INT �SS • • • • � • • • � i,SUPER SPACER• •-yDUI.4SBKL • m 4SG TPS 71 • • f 72 • • XL EDGE �NXT'u • • • • : ISPAGE- • • • yJSPACER m Y M 3 oo o 0 N a ,eJ 0 O 1n Oa O �y Z w i -J W O I- = ui �' L) U � p � J `© F Z v x a Q o 010 O j 'ao O Z rn Z U � Lu � � J O � � m 1V 0 -S 2 to LL QO 0 Ix U -i W = all1 'J:aO s ins \\l 111 lllll7� ���'•1_ICEN,pF ��(��'� No. 58705' 3 Zwo I �r- �''!S��NAL I�NG•``• A LYNN MILLER, P.E P.El 58705 Description Material a 6L4LLM 5111, trite" Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alan 6063-Ta 10 624034 Sib Adaptor Alum. 6063-T6 11 824043 Sash Pull Rail Alum. 6083�T8 12 624006 Sash Lock Rail Alum. 6005A-T81 13 624041 Sash Top & Bottom Rail Alan. 6063-T6 14 624027 HD Meeting Rail Alum. 6053-T6 15 8240D5 SW Meeting P.0 41�, wme_ta� 17 824051 Iratallation Hde Corer Alum. 60ti3T8 Alum. 6083-T6 16 164125M IVVIndloacl Adapter Alum. 6063-TS 19 824042 Sill Track Alum. 8063-T8 20 624015 Annilift aip Alum. 6083-T6 21A*624 IG Bead Alum. 6063-T5 21B IG Snap Bead Alum. 6063-T5 23 7Yls•Lanu Glaz. Bead Alum. 6063-T6 24 511E LarM CA.. Bead,q)�. 60S}�30 Glazing Bead. Bulb Vinyl for 0824013 8 #824026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for 4524009 8 #824011 Vinyl 32 12853K Mono setting Block 3/32' X 114' X V Neoprene 33A 71715K LeniIG Setting Block 118' x NC x 1-1/14' Neoprene 336 824014 IG Snap Setting Block Vinyl 35 72ao45 Sweep Lorton Cast aro 36 71298 weep Hole Carr Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Corer, (LH 8 RH) Vinyl 39 40 724050 724048 Pull Rail End Cap Roller Housing 6 Sash Guide Vinyl Vi—I 18r x .170", Fin Seal 18r x .27E, Rn Seel PH SMS (VVindoad A ISMS (Frame 6 Sash or See Sheet 18 for Materials Silkone ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES d CONFIGURATIONS SIMILAR) INTERIOR �81 � • •� i�• • • • • • •INTERIOR • • go si 88 C3 • ••• • • �eTEs • ';• 9• • • • �•• • 1 ALL OIRJErtb TO USE IASKEy1N1WOR SEALANT. • • • • 21dbVE :RT:OPeONS •OT SI40Wr ON DRAWING FOR CLARITY ••• • • • • ••• \\\' a,Y LYIyN * No.58705 1� Sol- ;AIN �TVTEo ORIDA..' '1,;0NAL I ENG``.. A. LYNN MILLER. RE P E # 58705 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT -OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.QvuiecWM PGT Industries Inc. • • • • 1070 Technology Drive • North Venice, FL 34275 SCOPE: ����•• • This NOA is being issued under the applicable rules and regulations governing tlaa•use of cotact�etion materials. The documentation submitted has been reviewed and accepted by Miami Bade County RER - Product Control Section to be used in Miami Dade County and other areas where gi)! WeJ by the -Authority Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miaml—Dade Coui".Pfgduct Control Section (In Miami —Dade County) and/or the AI IJ (in areas other than Miami—Wic County) t8serve the right to have this product or material tested for quality assurance purposes. If this product of mAterial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing AIM* 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 "AW-740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning 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 perfonnance.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# 16-0714.23 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. - NOA No. 17-0614.20 MIAMFDADE COUNTY Expiration Date: April 12 Y4111 U Approval Date: September 05, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • • •. 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) • • •... 2. Drawing No. MD-AW740LM, titled "Awning Window Detailsv-&u & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/2514-7-,steed amdcealed by Anthony Lynn Miller, P.E. • • • • 0so*** B. TESTS • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading p$r �FBC�, TA$.202. 94 2) Large Missile Impact Test per FBC, TAS 204 -94. 3) Cyclic Wind Pressure Loading per FBC, TA9-203%94 • • • • along with marked -up drawings and installation diagram of a PVC sliding g1a9S door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.23) 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 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and 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 Manuel Pere Product Control Exa in r NOA No. 17-06 .20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic Resource's S1%R). •ones • ...... E. MATERIAL CERTIFICATIONS l . Notice of Acceptance No. 16-1117.01 issued to Kuraray Ame ricap Inc. for 4wilb "Trosifol® Ultraclear, Clear and Color PVB Glass InterlayeA"dated 019#4' expiring on 07/08/19. • • • • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amevfp; Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayerj' dated 06/2�jl% expiring on 07/04/18. 0.. • F. STATEMENTS • • • .. • 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest; dated June 9, 2017, issued by manufacturer, 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. 16-0714.23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11/18. ':j!j7AUj mp, Manuel Perez, P 14 Product Control Exa ne NOA No. 17-061AA0 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES: SERIES 740 1DESIGN PRESSURE RATING IMPACT RATING IM ACT -RESISTANT AWNING WINDOW VARIES• RATED FOR LARGE a SMALL SEE SHEETS S9 MISSILE IMPACT RESISTANCE 1) THI ODUCT HAS BEEN DESIGNED & TESTED TO COMP WITH THE REQUIREMENTS OF THE FLORIDA I UILDI CODE, INCLUDING THE HIGH VELOCITY 60' WIDTH HURRI E ZONE (HVHZ). FOR INSULATED GLASS 153- VISIBLE LIGHT WIDTH (DLO) INSTA TIDNS ABOVE 30' IN THE HVHZ, THE OUTBOARD NO ANCHOR PNR LITE ( ) MUST TEMPERED. REO'D IF WINDOW IS 2) SH RS ARE NOT REQUIRED WHEN USED IN 27-7/8' WIDE OR LESS B. SEE 12' MAX. FOR UNITS WIN E DEBRIS REGIONS. {HEAD &SILL) �� SHEET 2 OVER 39' TALL OTHERWISE 4' MAX. MI-0 3) FOR NRY APPLICATIONS IN MIAADE COUNTY, USE 0 Y MIAMI-DADE COUNTY APPROVED MASONRY ANCH . MATERIALS USED FOR ANCHOR EVALUATIONS T WERE THERN PINE, ASTM C90 CONCRETE MASONRY j 1 HEIG UNITS D CONCRETE WITH MIN. KSI PER ANCHOR TYPE, j SEE T E3, SHEET 4. 4) ALL D BE LESS THAN 1.12' THICK ARE TO BE / / G / HT 1 CONS[ RED X INSTALLATIONS. IX WOOD BUCKS ARE I A, SEE OPTIC, IF UNIT IS INSTALLED DIRECTLY TO / \ SHEET 2 32' SUBS TE. WOOD BUCKS DEPICTED AS 2X ARE IA/2' T— VISIBLE THICK GREATER. 1X AND ZX BUCKS (WHEN USED) LIGHT SH DESIGNED TO PROPERLY TRANSFER LOADS I F MAX. HEIGHT TO TH STRUCTURE. WOOD BUCK DESIGN AND O.C. INST TION IS THE RESPONSIBILITY OF THE / i \ (DLO) ENGIN R OR ARCHITECT OF RECORD, 5) AN OR EMBEDMENT TO BASE MATERIAL SHALL BE 4' MAX. BEY WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFI NT EMBEDMENT AS SPECIFIED ON TABLE 3, SHE . NARROW JOINT SEALANT IS USED ON ALL FOUR LB 4• MAX CORN S OF THE FRAME. INSTALLATION ANCHORS 23' MAX. C. USE ANCHOR PAIR FOR UNITS SHO BE SEALED. OVERALL SEALING/FLASHING I OVER 27-7/8' WIDE (HEAD &SILL) STRA GY FOR WATER RESISTANCE OF INSTALLATION SHA E DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. EL OF E INSTRUCTIONS. 6) SHI ARE REQUIRED AT EACH ANCHOR LOCATION ME THE PRODUCT IS NOT FLUSH TO THE SUBS E. USE SHIMS CAPABLE OF TRANSFERRING APPU LOADS. WOOD BUCKS, BY OTHERS, MUST BE GENERAL NOTES ............... I SUFF NTLY ANCHORED TO RESIST LOADS IMPOSED .......... .... ELEVATION ....................................... 1 ON TH BY THE WINDOW. GLAZING DETAILS ........................... 1 7) DE N PRESSURES: INSTALLATION . ............................. 2 ASSEMBLY TUBE DETAILS 3 A. NE TIVE DESIGN LOADS BASED ON STRUCTURAL ............. ANCHOR SPECIFICATIONS............ 4 TEST ESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES 4 ASTM 1300. ..................... DESIGN PRESSURES 54 e. PO DESIGN LOADS BASED ON WATER TEST ...................... ASSEMBLY DETAILS/BOM.............. 10 PRE E. STRUCTURAL TEST PRESSURE, FRAME EJC7RUSIONS/SPACER......_............ 11 AN IS AND GLASS PER ASTM E1300. C. DE LOADS ARE BASED ON ALLOWABLE STRESS DES! , ASO. 8) TH HORAGE METHODS SHOWN HAVE BEEN CODES / STANDARDS USED: DESI D TO RESIST THE WINDLOADS CORRESPONDING FLORIDA BUILDING COO TO TH STRIR REOUIRED DESIGN PRESSURE. THE 33-1/3% CREASE HAS NOT BEEN USED IN THE DESIGN :2017 LORE13DA4 •2017 FLORIDA BUILDING COD OFRODUCT. THE 1.8 LOAD DURATION FACTOR -ASTM WA FOR THE EVALUATION OF ANCHORS INTO •ANSVAF&PA NDS-2015 FOR N WOCHORS THAT COME INTO CONTACT WITH •ALUMINUM DESIGN MANUAL, OTSIMILAR MATERIALS SHALL MEET THE •AISI 5700-12 iMI REENTS OF THE FLORIDA BUILDING CODE FOR •AISI CON RESISTANCE. 9) RNCES: TEST REPORTS FTL-7061, 3579, 35W, 372 ULTRACON NOA; ELOO CRETEFLEX NOA; ANSA NOS FOR WOOD CONSTRUCTION AND ADM ALU DESIGN MANUAL. ON OF TABLE 1: EXTERIOR a Glass Types Sheet g 1 5nB' Lami (1J8' An - .090' PVB - 1/8' An) 5 2 7/16" Lami (3116' An - .090' SG - 3/18" An)g 3 7/8' Lami. IG (1/8' An - III" Air- 1/8" An - .OBO" PVB - 118' An) 7 4 7/B' Lamf. IG (1/8' T - 7/15" Air - 1/8" An - LOBO' 5 7/8' Leml. IG (3/16' An - 1/4" Air- 3/16" An - .090' SG - 3116' An) 9 6 718'Lemi.r.3116'T-1/4'AM-3/16'An-.090"SG-3116"An) 9 5/1NATED GLASS STACK 1 GLASS STAB( �-II .IMfY TROSFOL* PVe 116'ANNEALED Tff�AMERIA, IN AMERIGA, MC. 11e-ANNEALED GLASS I1/1� BITE 7nS GLASSASS CK STACK I -- .090- SG• BY KLMARAY 3116-ANNEALED GLASS AMERICA. INC. 3n6- ANNEALED GLASS EXTERIOR 38 � rl_ 1v1e•cuss eGE GLASS TYPE 1 GLASS TYPE 2 7/B- NOW GLASS STACK GLASSSTACKED puss STACK 7ne•AIRSPACE Ile' ANNEALED GLASS oeo- TROSFOLB PVB ITS ANNEALED OR By KLIRARAY TEMPERED GLASS AMERICA, INC. 1R'ANIEALED EXTERIOR GLASS a I a, 11/182LA55 BILE GLASS TYPES 3 & 4 7/S NOM. GLASS STACK —�I L GSAMINATED 7 LA55 STACK IWAIRSPACE 3n8'ANNEALED GLASS 3116• ANNEALED .D9 V SG• BY KURARAY OR TENDERED GLASS AMERICA. INC. 3,1 S ANNEALED GLASS • I — � . —.11ve Oi RUlwKnr AMERK:A, IN[:. 1�00-103 ' � PRODUCT REVISED 'SG'= Sr4MYGLAS® BY KURARAY AMERICA, INC. GLASS TYPES S & 6 . `°Mann" "`LB °iey*' `711111111 //// RmIdoB Cnde )-jX,14.7D ` Q •.....LI /j/ ReWsed By: Dote: Re • pp E�plarioB Dale C), fiTH EDRION '�? 10EN Mir i • • • U�RfED ANCHORAGE �.• ' .! :R. •D5/29/1: Hy C), STH EDRION PER FBC 2017. Mi &a-C<dn+l 587M Rel+s v fe CONSTRUCTION * : * _ • • • • • • . • Re�q,on • • • • • • • 2015 � _— • • • • • • Deac"Pt'., Drown ey: p0 `•. qT�b�� ; `t<,�'; GENERAL NOTES & ELEVATION J ROSOWSKI •,`ORID�'. ••• �� 1070 TECHNOLOGY DRIVE G` ` N. VENICE, FL 34275 rtle: onto /,'ONALIEN�`�` (941 �;db• j A�(Vf�Nr•1yINDC4/bEifAILS - LM & SM 08/08/12 /�..MTRW W. • S- a/�,` ,dI,t•� • Sc le: SA�t' (Mo.�nq No. Rer: A LYNN REA 587 5 P.E. ARE*#e• . /W1�-74d h�S.S 4 OF 11 MD-AW740LM C P.E.a 56705 CERT. OF Rl1Tl# i2'29* ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TION 1 EDGE INSTALLATION IION ANCHORS DIEDGE DISTANCE STANCE --� OPTION 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY TABLE 3, SHEET 4 2 EMBEDMENT REQUIREMENT L TYP. ANCHOR 1l4' MAX SHIM FOR SNUBBER 24 REQUIREMENTS. SEE TABLE 4, SHEET 4. 82 3 35-37 87 I I I JAMB 81 HARDWARE WINDOW HEIGHT BU K OO HEIC HT ATTACHED TO VISIBLE FRAME & VENT LIGHT JAMB Q HEIGHT (DLO) 14 AT TO r FRAME JAMB L AT7AJ I TO VENT L TYPE, EDGE ANDD EDGE . DISTANCE PER . OSUBSTRATE,SEE - TABLE 3, SHEET 4. EDGE " ISTANCE •' I J� ATTACHED TO FRAME JAMB EMBEDMEM 1 70 ATTACHED TO VENT JAMB OPTIONAL ADDON FLANGE 0 HEAD, \ J SILL & JAMBS N ES: I� 1 USE ONLY SUBSTRATE -APPROPRIATE CHORS LISTED ON FOLLOW TABLE 3, SHEET 4. EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION ATTACHED TO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. ATTACHED J ALL WOOD BUCKS LESS THAN 1.1/2' TO FRAME T14ICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DkPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) 5; SHALL BE DESIGNED TO PROPERLY ..// TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION ISITHE RESPONSIBILITY OF THE ENGINEER OIt ARCHfTECT OF RECORD. MAXIMUM _17 16 SHIM THICKNESS TO BE 114'. EXTERIOR IF r m O!� t l 8. i ry E TABLE 3, SHEET 4. .I;"ETE • . • . . . PER ANCHOR + NSTA TION OPTION 3 REQUIREMENT --•-i��� 5TALLA ANCHORS THROUGH EOGE DISTANCE IX BUCK TRIP INTO MASONRY. VERTICAL SECTION B-B INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK WIDTH ATTACHED TO \_ �/ L—JJ I I ATTACHED TO ATTACHED TO 35.37 FRAME SILL VENT SILL 38 39 3 8 i VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH SEE DETAIL HORIZONTAL SECTION _A -A Al. BELOW -, NOTES: I , / / \ 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION 10' MAX. ANCHORS MAY NEED TO BE / INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX, FROM EACH SIDE OF THE FRAME / \ ASSEMBLY TUBE CENTERLINE. y^L SEE TABLE BELOW: Addti—I Anelnf. R.gWfed on e.ch Sid. of th. Fens A..mW Tube FA Wm4_ u WI•h Ir-25.tI A'c A B,C&D 7 0 28'• 1 1 Wind— wkft 17'-25.0 Anther A B, C & D i 0 STEEL SELF -DRILLING �— SMS, SEE TABLE 3, SHEET 4 87 _T EDGE DISTANCE DAD APE PROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 PRODUCT REVISED Plying vrtth the FI. Ru;ldinp Cock flb�'.� AcaePtwfge NO P' , Reweea By: Dore: R.v:;on F.p nrr n Dae T. `et4O'.1GEN ��C i �R• ��(2�I1Y NOCF�NGESTHISSHEET. Dy catir�- 1. Sf ••- l� • • M� et d Q�• ,•� i • No. 58705 • JR • ••• • ® Do - t n: 0, Ry: ENT =� a �11 w GENERAL NOTES & ELEVATION J ROSOWSKI 0•.S�. 1070 TECHNOLOGY DRIVE Idle (C•.ORIDP,. \'C N. VENICE, FL 34275 D°le: ' 'SS�O�N��A�L� E(94 ��t;Oy •; AWNING WIND04g 9E•Tlj(LS - LM & SM OS/08/12 A IYNN AaLLER P.E. R a w • 5_ii�MNb: • ry• • Sc^�c 51+ f: Ora.tinq N°. Rev: P. E..5d7M CERT. OF TH 2fp29E• •�• '�4 V• IMS OF 11 MD-AW740LM C '--+• SEE DETAIL A2, BELOW DETAIL A2 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AWNING (X) T, -7� I W NDOW HEIGHT / / 1 4 WINDOW I WIDTH I 740 SERIES AWNING EXTERIOR WINDOW rj 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 4. 3) FROM SHEETS r1B. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION'SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING / AWNING (XX) I AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: I'F" 10', SEE NOTE 7, THIS SHEET FIGURE 2: 140 SERIES J AWNING WINDOW C C -DFRAME ��ED r-ASSEMBLY 10', SEE NOTE 7, � p TUBE (� THIS SHEET �1 \ 740 SERIESIN k N. \ / -CASEMENTIf -� i WINDOW / 740 I 740 SERIES F�'I`iE SERIES E AWNING ASSEMBLY AWNING FRAME WINDOW TUBE WINDOW ASSEMBLY E TUBE 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 4 740 SERIES AWNING WINDOW VF.E MIN. # 12 X 1• SMS THROUGH ION HOLESMIN.#12X 1SNISTHROUGH INSTALLATION740 SERIES / HOLES AWNING-/ EXTERIORWNING ESLNMI. WINDOW TUBE WINDOW EXTERIOR HORIZONTAL SECTION C-C a FOR EACH WINDOW IN A VERTICALLY FRAME ASSEM TUBE FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN CASEMENT DETAILS, WITH MIN. #12 X 1' SHEET WINDOW* ETAL SCREWS. USE THE SMITE SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. FRAME -ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62- IN LENGTH (AS USED IN A 63- FLANGED WINDOW) OR BE MIN. # 12 X USED IN TEE OR CROSS 1-SMS CONFIGURATIONS. 740 SERIES THROUGH CASEMENT INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT WINDOW' HOLES REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES 7) FOR ALL COMBINATION UNITS. EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS CASEMENT MAY NEED TO BE INSTALLED WINDOW' THROUGH THE WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D FRAME ASSEMBLY TUBE CENTERLINE. VERTICAL SECTION E-E SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 12. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FIPy TA" 11 SHEET*. I 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBL'WVBE• SR 'SES�,�,,•y•yN • PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TIM IS OIiR*&TED.THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR ' SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WINDOWANCHORS REQUIRED•TABL (E 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HFj1D, SIV.�I� JAMBS Oj YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3, NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBS7{ TF:AA1(eBE REQUITED (GEE • SHEET 2). AND THAT MIN. # 12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THW SI9ET6 • • • • -V. Rmo Ad on eeoh s the ees Tube A �N♦w •Wid• • Archer * e. C a D LL Window HWN Archer P 8,C6D 1T' fA 2S+ 0 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rPCAW C'T REVISED s em��v,p k *A viler Ae�epnnee No F.�% Oehe Mien" � rt Tn LL U) = J � a � ZW J L1Jco Q N W CO H Q O '6 O Q Y Y lL Z U) U,) O O .. w COO.. (nS.Z o g LL ti Q LL O m cM ICI O V ti 1,k�GENsN,�'� ,* No.58705 UY /.. OR...... G�?: A 0NAL WW. P.E.A 58m Window Anch�m Required n0000omOnOmOn000nnOOnOm00ODOnOmOnODODOmO ©mmmnmmmn©©mnnnnnnnnnnnnonnnnnnnoo Un©mOnmmmm" na©innnnnnnnnnnnnnnnnnmm� mm�nmm�nmm�nmmmmmmmmmmmm on000000inniiiiiiiiinini rrw , "Un©mmn©©©n©©©©©© nun" onnnnnmmmmmmmm mmmmmmmmmmmm onnmoonmoon Hal omHU mmmm �mmm©nmmmnmmmnnnnnnnnonnno �mnnnm©ono©non©ono©©non©000©Woo©nmmmmmmmm mmmmnmmmnmmmnnnnnnnnOnnmm ImO©©non©nmO©nmmOnmmOnmmOnmmnnmmmmmmmmmmmm 000©onomononnm000 I[�mmmmnmmmnmmmnnnnnunnnnnnnnnnmmnmmmmm�nnm IQil mmmmnmmmnmmmnnnnnnnnnnnn�nnnmmmmmmmmmmmm mm0©moo©moo©®O©©®Gm©mmmmmmmmmmmmmmmm ©mmmnmmmnmmmnonnnnnnmmmmmmmm ©©©no©nnn"munnnniniiiiiii�iiiiiiiiiiiiii • �I I�®nm©mom©mom©mmmmmnmmmmmmmmmmmmmmmmmmmmmm mmmmnmmmnmmmmmmmmpm���mmmmmmmmmmmmmmm�mm lJK nounI[IM N51VN SHOWN ON THE TABLE. Lie14r roller st•att•e. Mb. Mh PMOw os Mh Emt•dllbm An:M PINT. Re *W? a12, w sms (O5) 1_ 6D6}TS Aken. 3rB' Str .ow No A A36 steel Yr 52' .per W Aa6J slug Gr. 3JAwSlr .015' p Ga No B. PM &r 1' 1dT• No 1114, Ft BM6(OS) 410 Ss 8MB solo) -TSAR— 3T yr .oar No A36 5" Ya' yr .ofiD' rye A 33 air- SA' ,ols 20 G. No e 1tr unnem .w Ilobw ebek 1' r 1-11r Ne hollow Bbek 2-1l2 r iA- No 114' LAlrecan Holbw Bbck 1' r 1-11r Yee c 1 moss 3.35k C—d. 1' S 1,Vr No ltelbw abck 2-1/t r 1-1/r No 8. Pkn Sra' 11 131r Ys eM2, vat SMS (136) 11D SS SNs 6053-T5 Abm. N. sm .D?Ir Yea A36 SM—W 3W btr .ow Yaa A66J Gr33 Ste• .DIr /s G.. Yr W 4, er el sms (G5) 41D 5S SM6 S. PYIe 60R4T5 Aken. yr 1' 1J/r vw y5' .o713• Yx AM6t.M 1r 5/8' .osr Y A653 S M. 33 go. '". .o4r 15 G.. Yeeee D V4' em Ult-- Las c—m. 1' 4- ldlr Yea 2•al ME 2.1/i 4' tyr Yea Fbaow Bl6ok 2.1? 6, 1-t/r Yw Flked Bbok 2-Vr r 13rr Yee 1 Moss 135k C•raela 3.35k 1ps:Wet. 1' r 13tr Yw 2-,/2 r 1 1• Y. w110-8bck b1 r 1-11r Y.a 5/1r Mleoan 3.5k Conorele 1•U1' S 1�r No Hollow Bbek 31Ir r 1-11f No F.1 Block Lt/2' r 1ar N.— uNa OSnc—'H ANUMORAGE FROM MORE THAN ONE OF OUPS ABOVE, C THE ANCH GRHOE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL S SEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR UST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCH MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR S STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116- ANNEALED LAMINATED c vviu I n GLASS, 1/4• MASONRY ANCHORS INTO CONCRETE, -70A70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C 6 D ALLOW A DP OF •701-90. 8) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED MND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMS. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD 6 SILL D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. I E) PER RULES ON SHEETS 2 b 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDEOFTI HE AWNING(HEAD& SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9. A 34' X 61• FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF -701-70 USING ANCHORS C OR D. B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED �D DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD 3 SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1 I F) PER RILES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD 6 SILL). gn IL. Material Mirt Fr Mn. F. steel Strew 92 ksi I- -11000 120 ksl D U% 1 1 k., 410 55 Elm QMjftqftjr 1 66i T5AkmYum 16k5I 22 It. A38 Real 3S ksl 58 k61 Or. 33 Sle• STUD 33 kei 1 45 km TARI F A - Head Snubber Locations GIm Type; PVB (Types 1. 3 A 4) SG (type. 2, 5 e 6) None R.O d I 20' mex. from each erd a 20• D G.C. 10 1I(r '1 . 4- 4- ---1 4'I • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • T 10.6• YROO' ICT REVISUI ec^rply m—,h it. F)nrtde ?eildu¢ Cede Ae¢}:tl..ee ;•1e 1 •Cyo14.9A F.gwv.' Dare 3 A4.vri )eIM I Ciwlv(/ �J C6 LU ..I m �a ° C, w D� D Z� O 0 J W V f` N N O Z y~ 8Z o S0 W 0 a Z U) (7) O O ..O Z i Z e 7 u AR =Q A \11 ...... 40 * No. 58705 •.'P ZONAL eNC?`�� A. LYNN MILLER P.E. D-SIF Pre..u. (PAI) W SkVe W kWon. All AMhw G ws V&d- Voft w,0er 23' 12S15Air P•EB'7 35-.- 3r 3C 3r 4r 5T-7A- 6r a+ew Zr .7a 90 1704 90 .7a 90 .ro- 90 .701- 90 .70/- 90 ,7a PO .701-90 .701- BD .TSI. 90 25.1511r .ro9D .7o1-90 .T01.9D .7a-90 .7a. 96 .701-9D .7a. 90 .7a-7D .70-90 .Ta-w 3r 40/- 90 +m- 90 4701- 90 .701- 90 +m- w .701- 90 .701- 90 .7a 90 +7W41.1 .70f-71.2 50dr .7a- 90 .ro- 90 .701- 9D .TM- 90 .70/• 90 .7a- 90 .7aa9.2 +ro-n.9 or .7D1-90 .7d-90 .70490 .7aa55 .701 .7 .7d-no .7a-7/.3 or +7a w +m-90 .7049D .7aa2.3 .7a-79.4 .M-75.9 +7a To I Qr +Ta- 90 .7a- 90 +7a 635 +701- 7G3 .7111- 73.4 ./- 09.4 77 .701- 90 .7da72 .70l• 77.4 .F 59.3 ./- 65.4 m .701- 90 +701- 94.6 +70L 75.2 W .701. 90 .7(W- 60.4 +7a A.6 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) e.��rti REVISED F4. 76s 11.10dP74 Cede •PVB-= TROSIFOL®PVB BY KURARAY AMERICA INC. `R�f1de NO TFgirHia6l3we •�� ny ML+n,I eti P.nes-r c:aevM SEE SHEETS 1 f WINDOW� FOR (/ HEIGHT WINDOW HEIGHT AN ANCHOR LOCATIONS C: I 1 AND F'� O�w~ QUANTITIES. (n J m a n M ZQ Deor P--OMl trwM100.l ItKI-I 10 s VV kAl Fred. Ass4 W nOe sos VerwlDm uMc 73• zs+3+tc ztanr 3Dsrr 3r 1• n• 4c 53-1rr sv W WG-p AmhorGmp AllWGlop I,v Gwp AMW Gldp AMOK G.W A.P. Gdp AMhv Gap Arch- A1l- A o CWDAB C111 A B C110 B, CAD A BC6D A BCAD A B. Carl A B CAD Gd0 NI Gd0 AI wtltf 23• 25-tdir .7aI0 .lam .7am .7dm .7am0 +7W., .rom .rom .lam .rom .7dm .rom .lam .lam +rom .lam .7a90 .719.00 .7a-W .rom .7am .rom •7dm .rom .7am .7dm .lam .rom .MAIM 3v .rom .taa5z .lam .rom .7a-m .7dm .lam .lam .7dm .rom .7am .lam .7am .roao.9./ .rom .771a00 .MA-nA .rom .rom .773mrom •7dm .tda74 .Arm .rom .lam .twa11 .roa1.z W&W Tana ./-Sl9 ,1Ai09 .rom .707/0 w-W6 .lam +rom .70/at .7dm .7d-7/0 .7a-OM .7d-733 .lam «6T3 .10,02 ./a1.2 .ro-779 6r Na1 .1-469 +1a63 .7da6.6 .lam .7-9)3 .7dm6 .7d-0M .y64 .AIa6S .Id57 .rya37 .F51.6.id-A6S7a-HJ 63• .r4SI •/J63.3 .7da23 .lam .M9 +7d-766 .rom +1a31 .7da23 .f626 +70A794 Ha6.0 .ro-756 1a41 .roJ01 = o c7 e o H Z ad 0 Q 0LIL C J = J W s0 04 d (n LU N O w 0 3 T) cH �Z SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 8 Lo g LOCATIONS AND QUANTMES. SEE SHEET Q 3 FOR ANY ADDITIONAL ANCHORS W Z REQUIRED FOR THE FRAME ASSEMBLY TUBE. ((n () a } O '> >> > Z v0 m0 92A z ?Q Dwim P-.- msll 41 W7116ow AtlYhW to. H.A.. F- All-" W11e0w wlenl 9r,ex2r 2StSl1r rarr 1 3av4• 1 >r 34• 37- 1 46. ut/r 60- A,*Jw AMhd Andy ArrAv Arches Ar,ehd G,dp AMhOr fide 1 fide G-W Gdp O-V Gdp 1 A„c1,S7 Gdp Arches G-p AMI1a Gap All AN AN Al An A 6 1 C 6 O A 1 B C 6 D A 1 B 1 C D A 1 B C 0 A B un0w 27 +701m +70140 .lam +70/401 +7d40 +701m +roa52 +701.90 .lam .70/422 .701m +70/-79.5 .1a3.7 +701-76.3 +rom H411e.9 -145.2 1 C I D 2Stslir +7am +7am +7dm +7am .70IW .7dm +rom .7am .7aa7.6 .7am +7am +70/-70.6 .70140 .70m +7am .146 .lam +1a1 HJ3.9 Ha6.5 .lam p 3r .7am .rom .7dm .rom .rom +Tam .7am +7am .7aa7A .7dm .rom +701-A.3 .701-75.1 .7aa0.0 .7am ./41 +/aD.7 470/m .1a6.1 .Alm .7an.6 +rom +7da7.1 +/a4 .1-44.9 +701-M.6 ./a7.6 +7111m .70140 .1a3.9 +ro-71.2 sOb6• +rom .7am .7am .7am .7am .roa55 .7dm .7am .7a-79.6 +701402 +7a-69.z .1Na .7a-77.9 .7a-77.9 .7aa7.9 6r .rom .70040 .7a40 .roses .ro.43.7 +ro-79.6 +7a-79.6 +ro-70.6 .7d-74.3 .7a74.3 .701-74.3 63' +7am .7d-90 +rom +roa23 .7a- .4 .7a-756 .70/-76.6 .7d-76.6 .701-70.1 +7a-7111 .70 6r .rom +7dm .roa3.5 .7a-763 .7a-73.4 H49.4 +1a0.4 +J-N.4 77 .7d40 +70147.2 +7007.4 +/-U.3 +/a6.4 7r .70m +roa4.6 +701-752 +/a5 N• .7dm +rom.4 .%70.6 . NOTES: 1)SEESHEET FOR ADD(TONAL SAWLE CONFIGURATIONS. 2) SEE SHEETI FOR SNUBBER REOl11REMENTS. o [r • C, W d 4 SEE SHEETS 1 6 4 FOR WINDOW ANCHOR o z U L NS♦ANdQ JVAITIES. SEE SHEET .�N 7NY LYNN • • 3 R DD ANCHORS O , ...... • i� • • • I D�Hg1ME ASSEMBLY `��•�:.•' 1-IGENy,F K.K.•. �. E. • • • i No.5B705 •,. •• ••• •• • • • •• *: • • • • • • • • • • '",/'ONAL ENG 000 000 • • • • • • • • • • • //77l ,`71 • • ACYNl4 psfim, P.E • • P.E93/7RS • • • • • • • • • • • •• •• • • • •• •• Dmign Preewe (PN W Shgle Weld . ANAetmr Ora" WV4km Wtdfh .W. 27 1 91a16- ZF7A' 3 -Y-0 3T 34' I 3T 4e' SJtAr er 7st •9a-130 .BD'-130 .Ba-130 .)b'-130 •6111130 .wr-171 .9D-110 .Ba.730 .ea-13D •Oa-i3D •pa-130 •ea-13D •Ba-130 •eD'.130 Hla-t .Bfi- .e0P-130 Wa-730 .911-/3D .9a-t30 .tla-130 .Ba-130 .wl-13G ..t30 Ya •Ba.130 .OW-130 aBG'nlp •e01t]0 .Ba-725.e .900-130 .9a-130 .ea-13D HA'-130 Hq-VW .Ba-130 .90'-13D Hla-130 rea-730 .Ba-130 .130 79a-130 7Wt30 I .9a-t30 .ow-13D Wa-130 .0a-t30 .ea-130 .tla.tlo .Ba-12B.e e .sa-130 w-13o +0130 -M-130 .901-130 •W.130 .901-13D .00A130 .9a-73D •Ba-130 .9a-130 .Oa-tw .Ba-iw +R710 -90I-13D .9a-130 •wl-tw Ka-t30 FOR GLASS TYPES: 2) 7/16- LAMI (3/16- AN - .090- SG - 3/16- AN) 'SG'= SENTRYGLASI%Y KURARAY AMERICA, INC. SEE SHEETS 1 64 FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND �WyyITM � QUANTITIES. Dee1B1 Pm3 Bs0 tm Wlgoee I hod to 4 VwkM Rome Aesen•I7 T1•e IAmer 23' 25.1511W Z7.71e' Vh d. WkNh 3173.4- 72' 31' 37- 4e' 53-7ro• W A -rom •Term •Term A.WGmW B .Term -70Np .7a751 -Fs7.9 -ue.e C -ro-w .7a-W -7a-eB.9 ./4B.] H40.5 D •la-00 -7a-00 ./a9G -lOF9D .lam -Ta4e7 Amhv A -7a-w -Term •Term .lam +7ad1.1 •7a-77.2 Gmup B -7am -Ta,w -lOAm -7aHn •7a-0e.e -7a42.5 C l D -rom -lam -701-00 .lam -7Dhw -moo A A -Lam -7am •Term -ro404 .IIV-/S.S -m-mi ra nther Gs B -70&e0 •rom •Term .lam -7a40.e 77a-7e.s C4D -rom -rom -Term ;?7 W .Tam .lam I� An•vO A .707m .lam -7a.40 -TOW N4•A j4, m B,CAD -7ty4p .lam -lam -1a40 .lam .7a40 AMhw Gmw A B,C&D •Term -70140 -lam -Term -lam •Term -7a-77.B .lam -7m.1 a7am .gym s .Term ArKh. A -Term -Term -77Y-0D .ia-73.3 .741.e H-N.0 G-W B,CeD -rom •rom -7014D .7aJ0 .lam -Lam Anchor A -Term -Term .Tayp .7ai.e .1a-73.e .7a-Tt.2 OY B -Term -rom -rom .lam .rom -7a-0e.7 CeD •Term •Lam •Term .lam .lam -70'-00 Ar4hw Gm AN -Term -rom •rom .i(Ym AAOm G" M -Term -lam •rom Amha Gm N .rom -7ae0 .lam atdar xst -7a-723 -bt .74e.1 -146.3 -hJ -V'P--0"t WeWas At-rM m e W&MI FyneAssembly T1Oe Mt!v GrmM I AD"__ I I AOOhQ G1°Q I ArtWG.W SEE =4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. SEE $NE� 4 FOR SNUBBER REQUIREMENTS. An It Q► up 10' MAX. --�•I ir- FRAME ASSEMBLY TUBE WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REO. PROu'uct RL•vISCO m •rmNnryl vilh R.s!(� Rnitdiap Cade Acu•,n•tOe m.I-6614.2D P:� 4 7'_-c -de Rad. 1 Cnnlnl Lu _7 W 7 mm 0. o� 00 W Z °° a SEE SHEETS 1 6 4 FOR WINDOW cl ANCHOR `o d (D LL LOCATIONS AND ' U) 0 QUANTITIES. SEE It J 0 SHEET 3 FOR ANY W Q = ADDITIONAL ANCHORS (n W REQUIRED FOR t j Dp W 0 e H THE FRAME N O Of o Z ASSEMBLY TUBE. 8 0" 0 g 0 (n w N U) > (L _Z O 'l7 i Z Z n ci u> o 0 y0's'0 .gam Z �Q aw jj 5 Q w` • � N Obi P. 9- N c,m ON ti x 32 %i wW o j w o�V U SEE HEET4 1 464 FOF7�V�VM1DOW ANCHOR LVTYTNS4Nl)QUON'fIT1ES. SEE SHEET ��\ NV LYNN '7. • 3 FAR �NY ODDiIOT�A• ANCHORS •�\CEASE MY", • •• • •REj3UI%ED6 jHE FWME ASSEMBLY • • • • TLOE. • • • • P•' ••,� •• ••• •• • • • •• =.k: No.58705 i- FRAME WINDOW ASSEMBLY HEIGHT TUBE } 10' MAX WINDOW WIDTH ADDITp I ANCHOR F` (4), IF REQ. • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C 1i ST TE , tV i CC •'•�.�.ORIDA.. �' ��: ' / INA1 L w" A. L 7 1 1 LER P.E P.E.# 5eT15 O Deaipn Praa4ua (PSI) IDr SMNN Wlydom. All Amhw Gran Wadm Wruh uder 23' 25.15Itr 27.715' 30JN' 3i 34• 3T 40' 53-1/e' 80' vdrf 231 a7M W hT01-W .701-W .7a- so+m. W +7M W .704 W +70& W 11 +70f- W +7a- W 75-15018' .70- W +7M W .70/- W , .7a- W .iM W 4W. W a7a. W .701- W .701- W .701- W 30, W +701- W .ro- W +7a- W .701- 90 +701W +7M W .7a- 90 +7a-03.2 «7a-73.1 5041C +7W- W +7a- W +% W: +7a- W .7M W +ro- W .7a- W ro41 ♦0 i W' +7M W +7M W +701-W 1 +ro-0e.6 +ro-0Se .7a-01.7 ♦7a-782 or .701- W .7a- W +7M W +7a24A +70t-01.5 +ro-n.5 +ro-71.9 BT .701-90 .7a-90 +7ad56 .roa63 +7a-753 a7a-71.2 72' +701- W .7a-09.5 +7a- 79.4 .7a- 71.1 +l- 67.1 _ 7C .7M W .7a4M.6 .7M n.2 +, 686 K +701-W ♦701. e25 +70/- 72.7 FOR GLASS TYPES: 3) 7/8' LAML IG: (1/8' AN - 7/16' AIR - 1/8' AN - .090- PVB - 1/8' 'MS'- TROSIFOL"PW BY KURARAY AMERICA. INC. SEE SHEETS 1 WINDOW E 4 FOR WINDOW HEIGHT ANCHOR LOCATIONS AND I` WIDTHW � QUANTITIES. Dulpn Pm (,.I VAd Maehl4b a VxBeal Fame Ass=W Tube WM167r Widh odor 2T M151ir 27-7/e' 3D-Y4' 32• 31' 3T 4e• 311/8' 60' m1er 7T A +ro-W Arpha B .7a-W Gror• C a70AW D -M40 A .7a-00 A t"O" 8 a704W C&D .lam Arcfur A _F__8_7 .7MW Giorrp +7I9-90 CeD I «7a-90 Mellor A .7" G-* B. CAD +la-W Areha A +71-W Gratq 8, C80 +ro90 Arctcr A .ro4q Gierq 10. C60 +ro4) ArKhor 1 A +7a-9D G-P 18. C A 0 +ro-ao A WGMw A ara-W 113.CAD +ro4q Anoha A ,7a-00 Gmp 8, C A 0 +0-90 AnelaM A Group 8,CeD W 2515'1S 3P .7a-W W .7M75.2 ,7a4q ara-0p.9 +ro-00 a7a-00 .ro40 .7IV-03.1 +7MW .7a-00 +7a4W aTa-0D a7a-eD ♦7D'-71A +ro-W a7a-W +ro6D a7a-00 .ro419 +7p-00 +7MW .7a-0D +ro-W a7a-W .7D'-W ,7a-0e amid +7ayp +7,so ,la-W +7a4I7 ,rad7A +TDI.W .7a-W +7a-00 .)a-90 ,ro-0o a7a-0D +7a-0o •>ty-01.2 +ro4tD .7ad72 a7d-71.9 ,7a.73.1 505A7' ro-72.3 H67.9 +10.3 .7&40 a144 +701-00 +7MW H-so.6 ♦ro-ao +ro-0o +roa1 +M-90 +7Mn.0 +ro-W +ro-73.3 +roao +167.3 +ro-99 H61.2 a7a-00 eD• .141 N4e.9 I-W,5 +7a60 .164 .ro6e.e a7MW ./40J +7Me0.8 +ro4q +168.4 +70PW8 a/ffi.7 +7Me5.6 ./-01A .7a61.7 +146.e +ro-Te.2 B3' .16Q1 a1465 ,1-53.7 +7a68.7 0-51,5 -7W425 +M-W +N7.B +7a-70.D +la-00 001 +M4WA NB28 a7a-01.3 .168.9 .Ta-n.3 .IN,1 ♦701.71.9 DMIM PMN• "Ij bWV4M At1e7M tp allo Mif M-A.-NI N4 IIIWtrDs Wlah eEef 2P 25./5/tS T)-A 6' 9D614• 37 ]I' 3/• 1 46• Arc ra GrOtO A.I. G+a• A W AICIEr A1W AnteorCM•tA Ab Graq OgD AevGap (YapGmpG0GEE AI AI I A 8 Ce0 B C40 A B C D C D A 8 C e2Y +7a-90 +7Y40 a7a-W +ro4D +7a40 .7a-0D +7a-0.2 .7a4D 7a-70.2 17000 ..M[B +a-795 +MM7 +7a-76.3 +7a-W -We .1452 .166 •7a4)0 .61 N69 +165 +7a-00 •7W40 +7a-00 .7a40 +7ai0 +7aW +7a-00 •7a-0 +7a40 •a-00 .1a793 •A40 00140 .7a .161 .7DIgD +7(y •AyO N4 +7DMeq 1666 •a40 .a-T4 a7a603P +ro-00 +7W4D +7a-00 +ro410 +7a-00 .79-W +7*.W .70/40 +ro4D ♦7a-00 OW-703 +70-751 .70409 .ro40 +I0T H651 +a-776 . +7a-632 +1-09 Nd76 +1480576 3D25-196 .roD 1 +ro4,0 +ro40 +7a-00 Na-00 .7a-00 +ro-035 +7a40 +7a-00 +ro4D +7a60 .M2 +70-0•70160 +7a60 ST +ro4G +7a-00 .7aW OWNS +7&4156 . .A/61.7 +7"17 +7a61.7 .70062 +ro:16.2 69• +ro4p ♦ro4p +701-W +7ad44 +701415 +.In +7a-n5 +7a475 +M.710 00,710 +?W41.0 67, +794D ,ia40 47a456 +7DI.76.8 +701-75.3 OD4712 +7a-71.2 +7a-712 72' +M.60 +7a-005 .701-704 .7a.71.1 .1671 76, .7014) .ro46.6 •ro-772 +166.6 o< +7a4G +70F42.5 +7a727 NOTES: 1)SSHEET FORADDRIONAL SAMPLE CONFIGURATIONS. 2)SEEEE SHEET f FOR SNUBBER REQUIREMENTS. 10' MAX -+I �+- FRAME L I I ASSEMBLY TUBE WINDOW HEIGHT ADDITIONAL WINDOW ANCHOR WIDTH (4). IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW ASSEMBLY HEIGHT. TUBE I I 0 MAX. I WINDOW WIDTH I ADDITION 1 !ANCH 1�' (4), IF RED. S FOSHj OA ACV nLJW ANCHORS TIES. SEE SHEET • •• • • %EQWRE8 W6 THE 6RAME ASSEMBLY •• ••• •• • • • •• • ••• • • ••• No • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rd O�mD1y16S r'm do FYrida A1Nlda, Cak A 6 �T' )4 rein• D+4' By An-d W o J m W a 1- w 1_Z' 'a o0 a Q J L w a U) U)O U) " h N N to o Q' O o t- e Z " $ O $ o co d 0 � o O a (1) O U) m Z S C7 = Z 8 3 i ) Ed' iOf Lw < • oao.Y � l r 4 1 0 Q ZLj Wier o iN f I oo w � U i LYNN�/., . p No. 58705 _ STD dF / SSG O ENG f 111111ILI 111111 A. LYNN MER, P.E. Osslpn Planes (ps6 br SW94 WYdows, N Ard: Glop Widow W Ith antler 2Y 25-15'1r 27-7/6' 3DV4' 37 34' 3r 46• S1LD' 00' .ram +rom +tam +lam .lam +rom +rom +lam +rom .rom 1611 +rom +lam +rom +lam +lam +ram +ram +rom 1 rom +ram 39' +rom +lam .rom .lam +ram +rom .rom .rom 1 +rom +7ad1.2 s041S +lam +lam +lam .rom .lam +rom +ram +rode.e eo' +rom +rom +rom .lam +ram +rom +70144.6 I 6S +rom +lam .ram +ram +lam +ro26.1 +ra-7969 6r .rom .ram .rom +ro47 +701a3.6 +7a-n t 77 +rom +lam +7a-862 +ro-79 +701-74.6 ra +7am lam .ro4s.e 8f arom +ram 1 +ram.e FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16' AIR - 1/8" AN - .090" PVB - 1/8' 'PVB'= TROSIFOLSPVB BY KURARAY AMERICA, INC. SEE SHEETS 5 A 4 FOR WINDOW HEIGHT ❑ W NDOW ANCHOR LOCATIONS T T f WINDOW WIDTH AND DUANTMES. Deslpn Pmsm "o b Widow A6sehe8 to s VMk/ Fn Ass." 1U'x Widow WRh u 2r 2S15mr 27-71C 1 1 36a4- 32' 34' 3r 4C 5y1/f em A."Getp Archon Gap Arch,Glow AlMha Gl,p AnI-Gap Aneh, Gn"p Ancfw Group Arch, Gotp Anther GraW Ancll, A B C D A B CeD A B CAD A B, CA A B.CBD A B, CAD A B, CeD A B C8D A B,C60 Gw N ZT tare• .ram +ro•90 .rom .lam .lam +rom +7040 +7a-90 +7a40 +lam +rom .707m .7a-9D .lam .rom 1 .rom +rom +lam .ia-90 .rom .7D'iD .lam .Ia.gl +ra-90 .lam .rom .71V-9D .7GrdD .rom +lam +7oH0 .7D�90 +701m .7am .7am .lam .7a-tq +7a-90 +lam .RVm .mm .7D�-BO .rom .70Im .lam .lam .lam .7a-B0 3P .lam .ro-75.2 +rodo.0 +7am .rod11 .rom NOHO +ro-PA ♦rom .rom 70W0 +050 .ra-170 .TYm .719m .lam .rod7.4 .rom .lam .rom .RYm .H9d1.x .iDl-9D +7041.x 5D'SC ♦ro-723 Hd7.9 +M•.3 +ram +144 .ram +7Dr-90 HS09 ♦RY-00 +7dm .7ad1 .7t9-90 .7a-77.0 ♦7CNm .7a-TS3 +lam +Id7.3 +701-1f0 +MT2.2 +7ad6e +rode.e BP Nd1 HJe.9 ald8.s +701m ./d4 +ra46.e +lam +/d63 +7ad0.e +rom Nd0.1 +7D7m +1d6.7 .rom .F61.6 .lam +IiB.e +ro-0I.6 67 H38,1 N�B.S +W.T .rodB.7 Hd1.5 +rod2.5 +rom H47.9 +7a-74e +T(Ym Hd6.7 +lam +l B +70400 1+l-SB.O +7ade1 Hd/.t +7a-79.9 Dellal P-- 011)NYWVS"S A170tr"W■11 Q 18 F7•se Ass Mbly T110e W YlOosr SNOtI IIn1el2J' 7S1Y1C 17-718' 3041f I 97 3f JT• d6- SYVe' 19Y Cwap G.W ARIUI Gap Anther Glop Antra G/Otp Arth, Gap WYh, GM p Anoha G',ID A1tho Gsap Art Rx Gap A7Kh, bDp All AN N N AN I A B CAD A 1 8 CAD A B C I D A e C D .rom +lam Nam +70Fm +ram +7am .7a46.2 ♦ram +Tam r7a-79.2 +lam +70/49.5 .1437 rro-763 +lam +76e.0 ./d5.2 H66 A--F B C 1 D tatc .7am .7am .7am .rom .7am .rom .7am +7am +ra476 .7am +7dm +ro-705 .7am .7am .7am +/d1 +7am .7am .lam .Alm r/61 H41 N46.0 .ro466 .r665 .Arm .lam +rom r 3P .7am +7a40 Nbm .7am .7am .7a-m +7am +rom ♦ro474 ♦rom .7am +701g03 .70Y75.1 .)ad9.0 .rom .T6 0 +165.1 +TM-778 +7bm r/449 .1-676 .I46.9 r7ad1.2 i !D6'8' .rom +rom Nam +70f4o +rom +701d55 +70040 .7am 1.7ad9IN +7a40 +7W40 r701-T22 N01d6.5 +7DY48.8 .70,468 6a +76m ♦A1m .7am .7am .7ad1.6 .7am .7am ♦rom +rod/6 +rod1.6 +ro44.6 67 +7am .Alm .7am r7am ♦Almra +46.1 +7ad6.1 +7ad6.1 .7a-79.9 +701790 .7&49.0 6r +7am ♦AIm .7am +7a47 r7ad3.8 .ro-79.1 +7a-79.1 r7&49 77 Nam +70,40 +7a462 +7a-79 +70-74.6 76' 770140 .Arm +ro458 +ro-74 Be +7am +Arm +ro80i 7H IN FOR ADDITIONAL SAMPLE CONFIGURATIONS. FOR SNUBBER REQUIREMENTS. 10'MAX. I.- FRAME ASSEMBLY TUBE WINDOW HEIGHT ADND DITIONAL WINDOW W A. (4), IF RED. SEE SHEETS 1 d 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REGUIREO FOR THE FRAME ASSEMBLY TUBE. I - FRAME WINDOW ASSEMBLY HEIGHT ADDRIONA ANCHOR [4), IF RED. • • L%CA60A&AN8 OIMNTITIES. SEE SHEET • • 3�OR41N'1YoNDEVIONAL ANCHORS •0 • R•QUIRED•W THE F& A4E ASSEMBLY • • • • T•BE,• • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MiODUCT REVISED 6. w phi116 vial it. Fltlridlt Btd6L1A (:edc A gaarrm Db � •�D�•it�: r2 wrY1n Debe � wG.,/ ' duct Cuero{'' - W o J W CL t>` � aQ w Z 0 c0c Z ca � G Q J _O p W 6 DO (L (A W 0 u Z, 3 00 $o 03 0 cn u)cnw Z d o O O Z 0 .. k01 i(1) � C) 10 �-w "� �Q e o 80 = Q ® N , sne Rw a OW W z E > rn q40 0 Z .-. K O W 1111 11 * No. 58705 S�TltTEE ' 7sZONAL A. LYNN ML ER. P.E. PEA 5870S I Dea0 Pm96m(pal lar Sli Whoa .All Anchor Darya E] HmamaV&" Mlaef 23' 1 2S150lr 27-7/A' I 3D V4' 32' 34- 3r 46' 53.1/11' (tl' leek's V .9a-130 1 .90-130 ♦9a-130 1 .901-130 a901-130 ,901430 a901430 .91Y.130 ♦91Y-130 1 .9a-130 25-t ♦9a-130 1 .0100-130 .90`-130 1 ♦9a-130 401 130 .901-130 .9a-130 .907.130 ♦n-130 a9d.130 362 .Ba-130 1 .9a-130 .90-130 .M-13D 49 1-130 ♦9a-130 ♦9a-13D ♦91Y-130 a90f-130 ♦91ap-130 .11i a9a-13D .9a-130 ♦90-130 .901130 •9a-130 a9a-130 •9a-130 R ♦9a-130 .9a-130 ♦9a-130 .9f9-130 .90'.13D .90/430 ♦Bd.130 ,9a-130 .9a-130 a9a-130 .9a-130 .Ba-130 aB0A1J0 .9D'-tJ0 .9a-130 .M.130 ,Ba-13D .9a-130 41 .90'-130 ♦9a-130 .9a-13D .9a-130 .9a•13D MEF .9a-130 .9a-130 .pa-130 .9a-1J0 .901.130 .901-130 .9a-130 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16' AN) 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG-= SENTRYG Y KURARAY AMERICA, INC. SEE SHEETS 1 S4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS I AND Y� QUANTITIES. Design Plessue (pal b ADadW to a Velkal Fnuns Assan" T00a voillee Wldh asw 23' 25-15flly 27-7/T ' 3�1144' 3r 34• 3r 4wr S31/6 orAmt. G.W Anchor Grout Anchor Gag 1 Rranr G.W Anet. G.W A ho, Grout Anchor 0O Anchor Grow 6aW Ouy A I B C I D A I B CAD A 8 CBD A B,CAD A B,CAD A B,CAD A B CAD AN AN AN mar .lam .rom .7am .rom .701m .rom .70fm .rom .7am .rom .rom .rom +rom .rom .ro-90 .lam .70/m 7S1 .lam .ro-W .7a-90 .ro-0D .rom .7(Y-W .lam .ro-90 .lam .701-00 .7am .lam ♦7dm .lam .7ai0 .lam + -00 .ro-eo .7a. 90 .rom ,7a99 Nam .lam .rom .ra-75.2 .7a-09.9 .7(Ym .7a-BO .lam .lam .7a-90 .iam .7D'm ./1Vm .iam .lam .lam ,7fYm .rom .7a- 9D .7a-90 .7d-90 ♦lamW ♦7a-72.J .1-07.9 .1m.3 .rom Nam .lam .rom A-7Q/-WA*7Qf40 a7a. ♦ ro-07 .Tam .ro-77.9 ♦ro-w .7a-73.3 .ro-m .7a4•A .lam aro-9D aro-90 H-0HA./5.lam .ro-07.1 ♦7a-06.A .lam A .rom ♦/,AA .rom H4157.7oLAA.7 .7a-772 .1a-025 a7dm .9 .Tam H-06.1 .7d-80 Hd2.6 .)am alba.9 ♦lam ♦id-72.2 .7a-08.7 a7(y-90 10"MAX. I.--- FRAME ASSEMBLY TUBE WINDOW HEIGHT f ADDITIONAL I I WINDOW ANCHOR �- WIDTH (4). IF RED. SEE SHEETS 1 A, 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Delon Pm uR W tr Wat•Ma AIMRW W a Ha MM FW a AssMbk Rft wwiO a Wldh Ettli3C 23. 25-ta16• 7771C 3D.'Y4• 3r 3r Jr 46- •,il.1IB• gp, ARhd a W AnEW Glad A.W GAD An Ry Gr9t• ATtpr G9ro An[ha Gulp A1s:hd[=Dup) An[WGDllp AKlb Grout Anew Gq• As AI N M Aa A B CAD A B CAD A B C D A B C D A B C D tlltlef ,rom .7am Nam .70'm .Alm .rom .7d-Ba.2 ♦Alm .lam ♦7d-AZ .7am .%795 .IE31 .7a. 76J .rom ./-0A.9 •/SS2 ./L6 .7am H61 NJA.B ,rdA.S .Alm 2S1 .rom .lam .rom Nam .Alm .7am ,7dm .Alm .rom ,7am ♦rom .7a4LL1 .7am .7am .rom .7d-M.3 .lam .lam .7am NE75 •7a4S6 .lam .Arm Nam .rom Nam Nam •Alm .7a-9D .7am •rom .7. .7am .7a-B2 .7am .rom Nam +7(Y71 Nd-01.J .rom .Alm .462.9 ♦701-72 ♦7d-06.2 .7am r .7am .rom .rom .7am .rom .rom .7am ♦7am Nam +rom m .ro-90 .70'm .7am Nam S Nam ,70m +701-90 ♦7am .Alm Nam Nam .Alm Nam .7am Nam Nam .7am .7am Nam .rom .7am .7am .A1m NO'-9D ♦rom Ndm Nam .7am Nam .7am .Alm .7am .711411 .rom .7am Nam .7am .7am J�,7am am.7am .7am NO'mam ,7(Y40 .7d-00 1) SEE 3 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEES 4 FOR SNUBBER REQUIREMENTS. FRAME WNDOW A53EMBLV HEIGHT TU E } 10' MAX. i WINDOWI -�1 WIOTN ADDITK N ANCHOR F~ (4), IF REO. SEE SHEETS 1 A, 4 FOR WINDOW ANCHOR • • • • LOCATIONS AND OUANTITIES. SEE SHEET • • • 3 F�1R M1�.�DITIONAL ANCHORS • • • • • R UII ID FOR THE FRAME ASSEMBLY •• ••• • • • • • • • •• • • • •• • ••• • As 411,11,411, Ai 0 se NA 0 All •• • • • • • • •• • • • • ••• • • •• •• PPAX)Ls 'r RF•VL515D . c-0011 t -I& fee V1.1As BuDSmBcmn Acceptrwa C-Apin[id7 Dale Ry � fi:J hT D1a1s 'GWe1d/1' W o m a ti � as o c,cno 0 F Z 9a a Q oEL 0 X _..I o 0 W N 0) a Tn W N ;_0 w O ~ iXZ .0 so CDTn 0 0 W Z !A X p ti O O Z Z ` g 0 40 :oN "z �Q o g° 00 Q iN 0 x o m z W x g;Q W 2 - o � oZv w U uln h L...... ��'t ,.•' �\DENS f'•. �(�� �' * : No. 58705 Ir AST ST F�'"'.' •��[/` TE Ill tttt\\ A. LYNN MILLER, PE. 2a DOWAPtion Mat I ' Main Frame Head, Sill &Jamb um. Anchor Plate um. Sash Top, Bottom & Side Rail t6063-T6 um.°came Corner Kev 70 Bar Guide Nylon BarAssembly I Steel or SS cim Projected Operator I Steel !ratorGasket I Vinyl Foam Vinyl Bulb Vinyl Bulb Dow M Si Cloth x 71 7 Frame Ass Tube 6083-T6 Alum. 72 Maxim Pivot Slider Assembly Steel 80 #8.32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1 7 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 _ #8x 5/8" Fl. Ph. Sms Sralnlan. sr.d #8x 1" FI. Ph. TEK Stainless Steel it8 x 1" Quad Pn SMS Sta nless Steel #8 X 1-1/2" Quad Pn SMS Sty mess Steel E87 #10x 1/2" Ph. Pn./TEK StainlessSteel #10.24 x 9/16" Ph. Pn. TYPE F Stainless Steel #12 x 1" Ph. Pn. TEK Stainless Steel d PRODUCT REVISED 86 m —dy�ns with the Fk.W. ��os cMt Aeuprtoe Ib t -0 1 �•. LYN 7j7�., �`'taON N��l • • • • • • • ae,,see ey: Dole: •85/25/17 RevBmn M•m 1GEN • •JI1 NO CHANGES THIS SHEET. No. 5870 — Ate— = o sT ® 1070 TECHNOLOGY lkscnpfion: BOM AND CORNER VIEW OroMn By. J ROSOWSKI TE �, . ' �(C 'OlOR10r` \� �• :, Ss�•.........• Nc, i DRNE • r�e ,'jGa' o�,aoo 5• ru t/ Ae If e. NALSM q W NDOW DETAILS - LM & 08/08/12 A L44i1R • • P.E. P.E.e S87D5 • • • ,� e • ryes/�A N�: • • rivl-7a0; Seale: 1 NTS Sheet: 10 OF 11 p.ow,ne No. Rev: MD-AW740LM C ' OF A 29 9 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • aluwnt: HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE P LYISBUTYLEE 1IV NOM. FOAM 3/16" NOM. WRH DESICCANT WITH ESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS INT. GLASS INT. GLASS 1� KODISPACE SUPER 4SGTPS 107 SPACER®NXT'" BU' DESICI F EXT. GLAS 192 DURASEAL® SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED _ rAINLESS STEEL EXT.GLASS DESICCANT FILL AREA 5l16" NOM. SILICONE SEAL C!� —INT. GLASS ,03 XL EDGE'' SPACER Part Description Material 100 Kommeriing 4SG TPS Spacer System 101 Quanex Super Spacer nXl' with Hot Melt Butyl See this 102 Quanex Dumseal Spacer Sheet for Materials 0 103 I' SM TFSel A Edge Spacer - 061" NOW .434" 2.919' .437 .062" NOM. 1.159� OFRAME HEAD, O SASH TOP. SILL & JAMB BOTTOM &SIDE #7002,6063-T6 #7003,6063-T61 .44,• LJI �j _L 040' ::k 1.900' .423" --� •N 095' FIXED OANCHOR PLATE 60 SCREEN FRAME #7071, 6063-T6 #7006, 3105-H14 .�" 50 .865, 35 BEaoie 36 BEAD C #7036,6063-T6 #7042,6063-T6 .870' 37 BEAD D #7059,6063-T6 ttulnl� .125' 2.701' 062• 093" . 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 70 ADDON FLANGE #134,6063-T6 PRODUCT REVISED R c PIYIIW With the FkHd. RWldiei Cn.k A—,vK_,� 1 -O6l ?3 Revision ,]'�•.•••�}GEN, •.'••�(�i • (� • • ;R� •09/25/17 NO CHANGES THIS SHEET B Q Y M Dn6 * : No. 56705 13 • • • R 000 . •le. Rer',s;on / • ® • Dexria ron; Drawn By: EXTRUSIONS & SPACERS J ROSOWSKI x •• •••!(/ 1070 TECHNOLOGY DRIVE :,t<SS/o2ortlo NG`2,: • *NO lyEN�C4sgt34o • AWN!�IywNDOW DETAILS - LM 8t SM 08/08/12lfVAL11t\ . AID. • $erie5/Maeel: Scale: Sheet A. LYNN MILLER, P.E. • • All RIAis iQ5•Nm • • 01.w 9 No. Rev; P.E.N58705 ' E T. OF Au s2 A�:7� ; NTS 11 OF 11 MD-AW740LM C • • • • • • • • • • • • • • • • • • • • • MIAM!•DADE MI MIA -DARE COUNTY 5` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ee nomv 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 re Atructioti• • •; • materials. The documentation submitted has been reviewed and accepted by Miami -Dade G14W.RER - 0. Product Control Section to be used in Miami Dade County and other areas where* %l1:%%d by the Authori Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dadj Vounty Prel;jEontroj.... • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.�p�ly) rese"e the right.;..' to have this product or material tested for quality assurance purposes. If this pqp14-4'or materi'Lfails to..... perform in the accepted manner, the manufacturer will incur the expense of such.tectiq and the AHJ may • immediately revoke, modify, or suspend the use of such product or material withi; theiryurisdiotiorn. RER • • • 0 • reserves the right to revoke this acceptance, if it is determined by Miami—Dade.,C%tr4y Prdtiuct'Controj...., Section that this product or material fails to meet the requirements of the applicable bdildrng cock" ' This product is approved as described herein, and has been designed to comply with the FloriNa'13uilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. 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, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building 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 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17' •pireptired b ii.di y..... manufacturer, signed and sealed by Anthony Lynn Miller, PA,. • B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.••••. 2) Uniform Static Air Pressure Test, Loading per MC, TA�,2Q2-94 ..... 3) Water Resistance Test, per FBC, TAS 202-2g•..• ...... 4) Large Missile Impact Test per FBC, TAS 20I.94• • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, an&TA9 Q0244 • • • • along with marked -up drawings and installation diagram of Apped.&14thinum 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 05105111, 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 5tn Edition (2014) and with FBC 61b 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. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 ba er 09, 2017 E - 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6'h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, i,§sued by rrfanufa'ctureA * @ *: • signed and sealed by Anthony Lynn Miller, P.E. •..• • ...... . ...... G. OTHERS • • • • • • • 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industriis,;fpt. fore t�irSeries....� "PGT" Clipped Extruded Aluminum Tube Mullion J.11�.L, a�psowed orr•:••' 04/14/16 and expiring on 05/26/21. . • • • • • • : • •..w•.• • • • • • • • s• • •..••• • • • • • ••.• ?duct e M. Plasencia, P.E. Prol Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 • ... ... .. .. . . . .. .. . . . . . . . . • . . . . ... . . . . ... SUITABLE FOR ALL LOCATIONS :E( IR11Nf • • • • • - • •13EV ERAL NOTES: NON -IMPACT OR LARGE AN4 L • .0. • • • 00 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT -RESISTANT PRODUCTS • • • B • • FE412STRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE • • • • • FiVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, OENEML MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. INSTRUCT M LIRE 1: 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORM/WCE OF THE MULLED UNITS. MULLIONS MULTIPLE [—OPENINGWI)TH FORVERTICALMULL INwR TONEVE DjrA a -u • HAVE BEEN TESTED AS'FREE-FLOATING'ANO DO NOT NEED TO RE DIRECTLY ATTACHED TO THE MULLION CUPS, BIIT SHALL MULLIONS � • • • � • • : • I� Dw�ti^ NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. • 3271• • •� - _ • 3) THE ANCI--ORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD.S CORRESPONDING TO THE REQUIRED • DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE TFIW11180. THE 113 STRESS INCREASE WAS NOT USED r i%' I jig 1,\ • • • • • • • • IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 41 PROPER SEAUNG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE / r / INSTRUCTIONS. SEA Tlml~i JI 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SHEETS 2i I I /_ 1 SEE DETAILS A ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEE" AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER SHEET 1 G; ETs 2H ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING Mom• \ HE1G!(1' 6;• WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND lR TO THE NEXT SIZE SHOWN ON THE TAE3LE(5). MULL FOR LENGTH HORIZONTAL MU U. E. SEE T3 SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MASTBE / 1 : I I� MANUFACTURED BY PGT.T. /SEE DETAILS HORIZONTAL A ; .G. F-- MULL LENGTH SHEETS7� HORIZONTAL ram-SHEEETS MOLL LENGTH 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NOAS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 3 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE N THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 140A. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL F---OPPEMNC WIDTH I-HORIZ. MULL LENGTH-1 —I LENGTH � 1 Y OPENING HEIGHT OPENINGaffLeIGHT EN HMU0LL1H I {' HOZ4 VERT. uU. MULL LL LENGTH SINGLE MULLION SINGLE MULLION 4NNG wniH �FHX3 VERTICAI MULL OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDNG CODE (FBC), 5TH EDITION •ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMNUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT'I FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH_ 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR! OR'TRIAW GULARRRAPEZOIDW. MULL TO 2X' MULL TO 1Xi INSTALLATE MULL TO MN MULL TO S7E MULL TO MU ALTERNATAI BAY MULL 94 1 X2 X.125M 1 X2)(.375M I X2.75 X.37 1 X2.75 X.65 1 X 3.126 X.6 1 X4 X.125k 1X4X.375T I X4X.375' 125 X 3.163 X 125 X 326 X 1 25 X 325 X. 126 X 394 X 2X 4X 25 is 2XSX 25W USX 2.11 X. 30• X 325 BA 45- X 325 BA MULLION S C EXAMPLE31 LOADING EX Es_.....----.... _...... 1 000...._. _..._...._. 2 MASONRY__.__.-. 2 NOTES...__.....__ 2 )NRY__.._......_.... 3 L STUD .......... 3 3 a ICLIPS.�..__._4 fALLA7lON_.__._4 a, ILL SPECS._ _._5 w ILL SPECS_._.._6 rn MALL SPECS-- -7 W. MALL SPECS_._.__6 I MULL SPECS ...... ILL SPECS.____10 BE MU21 SPECS.._ 11 'WILL SPECS.- - 11 266 MULL SPECS_121 DO MULL SPECS.__ 13 V 24 MULL SPECS__74 ? 24 MUL SPECS_7 16 NN J. SPECS_.__.._._ 16 W J. SPECS_....___... 26 MULL SPECS_. 18 v~i MULL SPECS.__. 19 n MULL SPECS_...._ 20 Z P DO.ENSIONS.._.. 21-23 H 2........-._..........__.24 (5 APL ES_ ............._._. 25 r z O U 4) FIND THE CHOSEN MULUOMS MULLION CAPACITY (LBS/FPI FROM TABLES 1A THROUGH AAA ON SHEETS 5 THROUGH 20 RESPECTTVELt. USING THE MUWON TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZANTALL10. THE MULLION CAPACITY (LBS/FM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT LL BSIFP) FOR THE OPENING MINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED (LBSI. THIS VAL UE REPRESENTS THE WINDLOAD I RANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CP PACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANC CAPACITY S MET. 7) IF THE MULLION CAPACITY (LBS/FT-) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS)FP) FOR E OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. W THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (LBS/FM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL CAPACITY (LBSIFP) OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SWILL APPLY FOR THE ENITLRE MULLED FENEST PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complyti with the Florida BMildinB Coda NDA'No. 17-0630.01 Expiration Data 0526/2021 By MLm da Product Go.tro 1� LYNIv/ * : ND. 58705 .. O.0 ATE lug. 10NAL E�G�� A. LT/IGNNWUBI�O.E. FL P.E.# 58705 • • ••• • •• •• • ••• •••• •• •• • • • • • • • • • • • • • • • • • • • • • • • . • • • . • . • . • . • . . . . . . . . . . . . . . . . . . . . . DETAILA: MULLION TO 2X WOOD BUCK MULLION OR WOOD FRAMING (OFFSET CLIP SHOWN • • • • • • • • • • _ i P ATTACHMENT BYOTHERB. SEE NOTE 1. • - SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS, FOR DETAILS A.D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APFUCATIONS W MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4• S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) a .4 EXTERIOR MU ION < d eucusrRw AND=TYP PER SUBSTRATE,TACHMENTSEE SEE TABLES 18-US BY OTHMS, SEE NOTE 1, / N SHEET I. , - t] (A yN iU W Z b I MN Y.7 KSI EDGE al O = CONCRETE OR CMU' ' o15T/WCE, yi U) .I F^---SEE SEE TABLES a' EDGE DISTANCE 1&138 W C� _ FOR MASONRY 8 r ANC I , ANCHORS U' W Q a SIDE VIEW F Z m w Flil1ER THE Ci O Z F E sAN0AR0 Z U m _Ca OFFEET MULL Z .e = CUP MAY BE SW Q' 0 d aV INTALLED BY f- fi Z THIS METHOD. r J U) 4 j Q Z O Q N pTYP. ANCHORs 1 —PERSUBSTRATE, S� 6 2� sEE TABLES 18-13B PRODUCT REVISED Bl/CHSTRIP as eomn9plyi �Wlth th• Florida BUILdi1tA.A:HMENT NOA-No.Co 17-0630.01 ENiBE EROTE I. laplr•tion Data D$/2612021 ET 1. BY Mlaml-0a roduct Control MN 27 KSI CONCRETE OR GML! FRONT VIEW 111uu111T� \ . ��ON....... N _ * : Na 58705 •��: CC •'•F�ORIDA,.•' •N i lr G• � O S LA A. LA NIl!Lf�E P.E. FL P.E.# 58705 . . ... . . . ... •. •• • , . .• •. • i • • • • • • • • • • • N • • • • •• DETAIL C: • • • MULLION DIRECTLY ATTACHED Ta • MASONRY STRUCTUA (STANDARD CUP SHOWN) • •"•1L1O i • • •- EITHER THE • • i•1• ••ate I STANDARD ORI I • •,`PEASyyggSTMTE, Sff TNIDLES 1B-1'.B OFFSET MUL' • • W P MAY BE INSTALLED tlY • • • •E wFOR SiIWCYE m s METHOD \ ANCHORS I I I I I la I a EXTERIOR °• ° TIE OFFSETH.YPLS EDGE DISTANCE ./ . RECOMMEND®FOR FORMASONRY ,,,, FYLfRA1ED ANCHORS c 1 UT WINDOWa, BUT MAY ALSO SE USED FOR a OrXFi FAME TYPES. TYAP.NCHO'OR �SU TABLES a¢TABtE51e-130 ° Q / BUCILSTRP ARID TYP. ANCHOR PER 3IJBSTTABLE 15-1 SEE TABLES Io-13B ATTACHMENT BY OTXE' - SEENOTE1.tEDGE EMSEOkaw . - SHEET .,- - DISTANCE SEETABLES MIN 27 KSI CONCRETE OR CMV MN 2.7 KSI CONCRETE OR CMU 1X13S FRONT VIEW SIDE VIEW INSTALLATION NOTES, 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MA- BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MWMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1l4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E: --Hr-usMK MULLION TO MULLION INTERSECTION (U-CLIP) VAFM3 TOP VIEW H MULLION VARIES-7+—� NOTES:,, $ 1) MAY BE INSTALLED N'TEE- OR -CROSS- INTERSECTIONS. Q 8 Y 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY, 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 Alul FOR CORRESPONDING MULLION. W 012 STEEL SCREWS, SE F-DRIWND OR PRE -DRILL J MLLION AND USE SMS LINTERSEcnoN, U-C P I �1 EXTERIOR 3CE SHEETS 21-23 FOR HOLE LOCATIONS FRONT VIEW I EDGE DISTANCE SEE TABLES 1B.13B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) -STRJCTURE H TYP ANCHOR E'ER SUBSTRATE, SEE TABLES 1&I LOCATIONS' MULLION FOR STEEL STUDS THINNER THAN 1e GAAND COMPLIANT WITH THE Fl BUILDING CODE. A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. z � Q � O J H Z-� y 32 O U Z N � co � cD _ Q Z O O ga g� EE{iO d� �It PRODUCT REVISED as camp= with the Flortda Budding • NOA-Na 17-0630.01 EuPlratioa Data 05126/2021 DISTANLE SEE TABLES �•� apNY LYNX �,, OC ND. 58705 '. P SIDE VIEW * i i FS'•FLORIDN,.•'G���: �. E. FL P. 58705 • a •a• a a .Is.. ••� • • • DLRAIi F:. • • • • DETAIL G: • • • • • • DETAIL H: 8 • FI�I jT�10D1 UL•L :5" CLIP• • a ANGLE MULLION CLIP C F I BAY MULLION INSTALLATION / I ) • • • • (ANGLE CLIP) (ANGLE CLIP) - $ / SEEOETAIL.SAD, ci g / • TQ!W S 2 ] FOrf�jly$TALLATICN OR IB' O • PTO SYBgBA • }ES • . • • • BAY AILLLLa LL a a • wUWCN • (J • E • • • • • y ai •• • • • O O W a •.a • O O Z W O O C O O O O J = J N TOP VIEW x� SIDE VIEW W F SHONN WITH I' A 4•x.125• TOP VIEW I m U $ In MULLION i Uj I H Z Lj TYP. ANCHOR .� Z EXTERIOR // I I I I PPE SUBSTRATE. U m = �jODp i i SEE TABLES INl OFt IBB TYP.PfCHR aOCLP PI I II R Kn9ERSUBEXTERIOR Z CONDITIONS EETABLES 11140 `+U � Q 2 ten-• 2 PER wxual 810, 1415T BE Z O N MULLION INSTALLED INSDE OF SAY MUF Z MULL W Q ¢o go PRODUCT Ewi bNda \ \ SO TABLES I6-13B Building GOYi PER SUBSTRATE, INTO w000, Now -No. 17 .01 INTO Woo.,S..EEL, STANOAROCIPTOBE EXTERIOR oRMAsD Rr / FxreRIOR o PxpratbaDab 612021 ALUM, CMU OR MASONRY MODIFIED IN+IELO. \ By _ Ixam Prod ro EXTERIOR nt �� ® ® INTO4� P fO WOOD, STEEL It ® Awlµ CMV OR MASONRY O -I EDGE Z 011TANCE PER ANCHOR 69 DISTANCE 4--� W I I I PER ANCHOR / O NOTES FOR INSTALLATION OPTION 08 H' � ,,�a�NY.LYIy / 1 USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. a� UCENy�(� NOTES FOR INSTALLATION OPTIONS F: ) Z•. 2) DETAIL G SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ * NO. 587 i) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X ,125' MULLION. LOCATIONS. a = * - 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. O ATE ' T '•. ' •'•R,4ORIOP .•' -v ONAL 1\�. O A. LSfNNIMIL P.E. 0 FL P.El 05 TART F 1 A • : • • • • • I .0. • • • • • • • : Mullon Capacity Takla IS ••• • Mg Widta(br Wric; apmrirG mullors)or Opening Height (for horiacr&"pwTw10 naiads) 501n 00in 70In 60b so in 10h 110In IQ In 1Wh 3 x 2 x.125 Rulaig w Lafanp TaPR647t4 Lwd00 FbcWuA. L-dw TwpaTlahO Loadllp I:4o1ao91a4r L43dn0 14a07a*A. L.-ft TIWTd.V L4adia Reowgly L44drIp TnP/nimf Lmdos Rleftgd- LodoO V W'MN Lmh9 Rula1116Yar LaadI19 Taamian0• Laa•rq MmeP1w Lo11•Pp I TrW OM loa310 Rwbwpar Loaft Tnp/IaaAC L-ft Ahura Tuba Mutton g .. �• • • • g a ^,' �' '�,. all e a L i i img 1 11 if -1 'A 1.1 si 1 1 rd 1 -� 11 1'AI �_ I i I. 42In Itt.11 409 126.5 312 932 406 115.6 326 73.6 40 1 t 321 003 40 10A4 US R.I 40 104.0 319 56.9 40 1040 319 40.6 40 1044 319 30.3 401 104.0 3IS 350 40 104.9 313 46In 74.0 312 US 258 684 312 73.4 252 526 212 24a 456 312 632 245 41.5 312 61.3 244 37.6 312 61.0 2M 312 312 OLD 244 25.6 311 41.0 244 214 312 61.0 2M WAX 63.0 211 706 234 53.1 201 11.5 226 45f 211 224 1a.0 261 52.1 222 35.5 261 60.1 220 Me 201 40.3 219 20.6 201 40.3 210 22.6 261 40,3 216 20.0 261 40.3 219 541n 32A 247 57.5 207 43.0 247 49.a 202 37.9 247 190 329 1{T 411 190 292 247 36.4 iM 29.3 247 30.4 193 21,11 247 36.1 193 10.6 247 36.1 153 10.4 247 3&1 193 601n 30.4 200 412 170 32.0 200 35.4 140 27.4 200 3f 163 24A 200 26.➢ 1W 21.3 200 27.1 of 192 200 2.2 157 10.0 200 25.3 IM I 631n 33.1 161 33.3 155 27.5 161 3113 153 237 111 149 29.7 141 24.5 146 104 /51 22.3 144 156 161 21.7 143 I '.f Min 2L6 1W 50.f 142 24.0 t65 251 179 20.6 166 1 776 /6.0 163 21.0 174 72h 22.2 139 233 12D 10.6 130 10.9 111 ta.9 136 1 116 74In 16.9 125 10.7 100 157 125 /56 107 rah 17A 116 If2 1011111 I TARI F I R 1 Anchor Capacity Table Ibt 8cb[gle; 2.7k Carcl M.N. CMU FVW ONU PT Wood MMM Clip Pa6fms AOoIar TYti Siltl'F]CO UI0a4Plh 1!4' o1.Wsm >/1P Eko Uraoon 7H'EWOUtraem A-,WS, 3a7 /Y96n6•BooP473 tXa m0stw Sa (GS) a12Bbl 3R4r((1S) 61281«IAnchor 9ov6(G5) 1' I-7?1'2-IQ• I• 2-I? 2' 3.1ATa4a• 0.54- 0.32.V 1+T11•/VY NWA IN4' 1-Iw I.IH" i-iH• 1-1/4'1." I'w2AMhm®4.7YMIn.O.G/SWIOOaOMIQP(F9.1k 300ape 3Wb 460 W101W 2706a 2W b6 35416 740b4 374 Wf WI6a 3416a 4421. 5001a 4AaoaaxO1.1T6 O.G/&Un$0 d(ofON40CAP6aG23 460ba 7W ba W WA NA 3W 15a WA WA WA WAanb ass b6 1t"as4AnrhaaOken O.G/d)235A69aCYp4/(;g. 37 Make 7W6w 6W 15Wd 540 ba 5W b4 WA lea 614 74a b4 ANS0 as 652 ba 6351. 112016 2NW OQAY AIk1 O.C.lU:IIP0r".125"Alm.(Fp.0 WA WA WA WA WA WA WA WA WA WA WA WA 7131 MrAoI / NAP (R0. 5k 195 bs ISO" 225 415 Yr 13016 "a 6H 177" 370 W. 187 IN m W Ila Im 22115a $ b 2A.. 1.lY MIn.O.CJF.C4ff10. 6k 240b 350b6 WA WA WA WA 190 Se WA WA NIA WA WA 341 IM 442 ba SOO b6 i NutC:runt71turrJt1 l:Llr, 11Jt IHt JWMC ANt:7 rAIItKIN VALu- - I- O I ANUA9tU sA.Jr. R(( ANCHOR � (DR ) X`MULLK)N CAP.,a„�)-ANCHORCAP.m USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN TT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACI7 Y TABLE PRODUCTI a cumplylnY Bwilcung Coda NOA-No. ExPirstlon Dal Florida LU x FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 40 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE -•( 1.000' r FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' 1 IM FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCREI E SHALL CONFORM TO AC1301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED II L .125 x1 ���aONY. E !! iv •• ANGLE CLIP MUST BE USED IN PAIRS. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-60. WOOD SHALL BE PRESSURE -TREATED r �.•' F �C� �� FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF O.S5. ALUMINUM SHALL BE 6063-TSAND BE A MINIMUM OF .125 • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (16 GAUGE). STRUCTURALSTEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHOR$ INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 2'X.12S" MULLION = * .' NO. 5a = :� 051101 _ �• * - THE MATERIAL. #10 3 #12 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S. STATE '01VA SNG�`• ALffd1N i P.E. FL P.E. 705 I • • ... . . . • •• .• • • • . . 000 . . . • • TARLE 2A • • • • .0. - • • • • • • • • Mullion Capacity Table Ubwel • • • • • OP6n p tb ca*sparrlr6 ml4orm)or OpmInp Helpht(lor honmrtaly-cponIng mtAorw) So in Nh w 701. 040m • 50In 90 In 1W i1 1201. we In 1Wh 1323.376 Recbn7 W Lseelp TrWTrwp. Lotmrp RaWipWu LnadrO TnpTrlary. Lcamv Rcmargw.r Loft TnpTewQ. L R.cbrQWw Uft TnprTbn9. LatdUv Recunpd Load9• Twfroarp L-4,V 11-1"Wa7 Leave Trapre ll. L-dw Raclarlp0ar Laser TraF7TdaV. I-ft RWarqulw LwCYV TrapRelrC L-ft R.wwVWar L-ft Tr.p101wp. Loaft Alum' .be Mu Won ■ 288 uo � .y5¢ 0� � gp fdW �•yt•e � � ! A�' •g• �y 2 J� ie5 3I a a 8 55 3 i 2F y¢g1 Z8 t��'g�' � Z�. z 2 a i d" 28 d "� 2 5 2 iS S a 2 g Zd 42in 1700 ®0 170.0 435 151.7 02 lr00 47l TWT 6W 1'T,% 505 136 SM 7646 518 100s •r2 le8.9 01T gas aa2 188.9 517 717 882 Islas 517 e4B 862' Lela 617 6&7 M 7869 317 48h 121.E SW 13&0 419 101.4 aW 119.2 410 W9 507 1017 43 Teo W7 1028 391 67.6 607 We 397 sal W7 99.0 ]PB 607 3W 98.0 30 A{ W7 80.0 30 38.0 507 WO am 60.625m 1037 458 114.E 372 8Q1 4w 98.9 371 74A 450 O0b 354 scs 468 ale 3W 57.8 468 81.3 367 bt4 4W 400 358 43.2 456 s&0 Sea 37.0 458 B&O Me 324 46l aa0 35a 54 h 6&4 400 9l 1i5 71.2 40D au m $1.0 4W 727 372 53.4 4W 07.3 318 47.5 400 64.0 319 427 4W W.3 314 35-6 400 61.6 313 30.5 4W 6L8 30 61.0 313 60In 623 Ya1 ea.7 27e 5/.9 324 57.5 270 44b =4 61.2 264 WD 324 469 2W Us 324 439 257 31.1 324 42.0 2% 2&0 324 40.5 253 Y2.2 324- 405 2A 40.5 23 06111 53.8 294 $7.4 252 44.8 24 492 240 364 + 254 438 241 33.0 1294 398 237 WQ 294 37.1 234 2Q9 294 382 232 224 2M W.5 230 192 294. 314 230 33.4 230 230 39.0 Me 44 225 314 266 37.5 221 W2 2&1 341 210 24.0 266 31.6 215 23.4 2W 29.8 212 19.5 2W 2&0 210 167 288 21.7 3W 27.7 1209 Rh 36.0 225 37.9 196 39.0 225 a2.2 I81 2Q7 Y25 2&{ 108 226 225 2&6 106 MO 225 23.5 162 18.0 225 221 1W 16D 225 20.3 177 M9 226' 19.6 179 [4W t1.6 770 h We 202 30 177 2Q5 =2 77.2 173 21.9 10I 23.8 1711 1&2 202 21.5 167 17.0 202 19.7 165 15.2 2C2 1B4 161 12B = 16.7 1W 109 7W 1QB 136 168158283 1a2 20.6 te5 27A 162 2&1 165 202 tat 220 182 17.7 192 1&7 150 15.7 192 1&1 167 14.2 192 tes 1y 11.8 192 15.2 152 10.1 112 14.1 150 142 i 15Q W h Tali 1M 18.0 726 1Q4 1M 1fi.1 12a B6h 1&2 177 1&e 113 1 ARI F JN An h"Capacky Table Iha 316LUA : 2T1 Caelele 3.S Cba. HoibW Clll FAW CAN PT Vbo1 I Mwa AWM Type: AnC1lor Clip Patterns LIE Fje0 U0aopn V4'Eleo ulmpn LIB' Eloo U9apen Y78'Ek0 Ullacon 7N'Ow laa.pa, W' 68 Elpo AapaOwa Y1V EW lltapm 114' 11 Eke ApptGalw #10 Sbw 6ww all 8•N Bemw PCA #12 Bag Bemw106) Ede. D" .4 Ont V 2-Y7 1• 2-1 3.1R' 1' 2-Vr 1' 2-1w Y 3ur P 0.4r 0.6P 0.321' Emneorlwil Ont 1-Y4' 1-&4 1-3fe 1.1A' 2' I -IA' 1-114- "111' 1-IA' 1.1A 1-114- r 1-3/r IJw me" 2 Andws W 4.75- Min. O.0 / 5on06e w OIFw Op ft6 tt 3W W. 30016W 46Q b aBu b 1644 0. 270 b 26D be 3541. 740 b 374 b 66/ b 946 b 341 b 442 We 6 4 A.- m 1-Is- Min. 04, 16WW-S pr On-) Clip 1F79. 3t 4801W 700 b WA WA WA WA 3W b WA WA WA WA WA a62 b 885b 1120•. 4- 'AO.C./02A5 ANY Clm/(FV. 3t 7W 1st 7Wb 004. 1580M. less" 540b 5Wb WA 7Wb 748b 140 be 140Me 6521. 8850. 1129b 2 Amlas Q 0.4e• MYt O.C. I LWIp, hm.12! AM6 (Fb. 4i WA WA WA WA WA WA WA WA WA WA WA WA WA WA 717 b 1 Areimr/F-ablFb. SY. 1&5b iWb 225b 445b 522b 135b 140b Alb 170 to 1t?b 372b 473 me 170b i2/1b 2Wb 2.. 1.1E MIn O.CJ F-Ob (F4. a1: 240 b 350 b WA WA WA WA 190 b WA WA WA WA I WA 34116 442 b 50O b 11 1c,-In.vr...1A.WY, UJc r-- IVY1..lXX1 YH 1 I=-AnIO ATV KVHUCJ/ 1 Mt 5 I ANUAIW ULIK FIGURE 1: FIGURE 2: FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: A1ab4•rVK 1HYA1.11 T -W I MM I rWKMULA: (DP-) X (262-2Z DP)X/MULLOOR C-e„.\_ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE'ANCHDR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUTTON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -j 1.000-j--- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 Dff C.5 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 ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 1_ T37' YELOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" I THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT V X r X 37S MULLION LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. C d pp� a b'= O N 2,a U s F W J V) K J � N j i LU ca 0 rc LU a j $ o Q Z ' �s 3.0 4 N W ® U) U R O t�5 rc d Z .NO Ui�� RE PRODU1yC1Ty ISED w 9A w Florida Sul d rtl; Code NOA-No. 7 630.01 6/2021 Expiration Date 1\111111 !// ` * : No. 58 r off'. SATE A. LYN 111v1I R, P.E. FL P.E.# 705 • • ... .. .. . .0 . ... ... . . . . ... • raal F ze • • w • • • • • • • • • • • Mullion C 9 Table (bs R) • • • • • • veld (r -rti- y-6PaMnp rtxaivw) or Opwnp HaIgt11(tu rDrOw a"aMng 111V6ors) in 6 • 70• J• 80 In 1 1D50 1MIn 1Pob 1x276x ft'"'PA. L9adi119 TrWrina Loading l-,gpdar Leading TnWi TMry L--dw %,U.PA. Coating TrRfTdaro. tawng Ii.cunp4ar Laa31p TIMYIIInp. LcdnG Racblip" Loaditp Tnp/01.ro. Loadiro Rao•nw9u L0a•ng Tmp/InarW. IOW aOcunWw brag Ta1pl01r•. L•D611W Rrolrli901r Laadiro Tmp/TBany Loading R-Uno. Loediro T.Vft*1g. L-*% 376 Alum Mullion �•' i � } cF _ 5 a e cS E p. a fi�1 y��L• r7 � gp 2� ; f � a5 3 $ -� �a L• s& i¢ J g }3 arcE�c$ � � i _ 6� $�6 .. cS Y $..a a7 �• 6E 3 $ } I .. 1i � $ fill! fig¢•._. 0 � a I _ v a '�¢g• 1S a g �" c5 � 'p., Li $ 'S� 3 g 42N 170.0 820 170.9 435 170.0 7M 170.0 475 170.0 ON 17a0 17L0 W7 170.0 519 tia0 1114 17a0 621 170.0 1240 170.0 621 VA.7 13M 170.0 SM 127.5 1301 170.0 321 Ili-5 1301 1T00 521 Min 770.0 706 170.0 524 170.0 650 17ae 5" 1702 W2 170.0 W3 170,0 1133 170.0 061 151.8 1138 1711.0 6n IWA IIN IAO M 1119 1139 770A 660 17J tti 170.0 f60 •L4 11s9 1700 6Po 5OA25W 170.0 747 170.0 W3 170.0 cell 170.9 631 167A 10M 17a0 684 146.E 1032 170.0 723 17Ls 1WE 17a0 747 117.4 IM 17a0 2W 97.9 I= 170.0 76a a3.9 ta33 in.0 7w T3.4 tos2 1700 75B 64 In 170.0 T67 1T0.0 612 16il 907 170.0 691 1382 W7 184.7 730 120.9 907 IV-5 T20 107.51 901 14&0, 714 1115.8 907 1141.1 710 1168 907 1400 TO Sat 207 140.01 700 ball 907 1400 106 60N 141.1 775 151.E 625 117J 715 130.3 617 100A 775 114.0 5W 882 733 1051 SPo 78A 736 90,5 683 70.3 ]]6 %.t 378 SLe 735 91./ 671 60.4 736 M.0 374 M.1 736 91J 571 63 in 121.9 666 13060 570 101.E 660 11" 657 57.0 OW 9/.0 547 762 0R got 538 47.7 06 13.9 531 S0.9 668 79.8 Sall 50.8 608 73.8 "1 045 M 75.6 6M 38.1 606 75A W r�55 Fx 061n 106.0 607 112.4 502 W.3 W7 9L1 511 75-7 607 ILO WI 02 W7 77.1 493 56.9 W7 71.5 446 330 607 CA 481 442 607 mA 473 37.9 607 621 474 33,1 607 627 474 c J 72N 363 443 60.0 510 710 411 59.3 10 44.3 426 51.0 510 STA 410 4L4 510 33.3 413 4" 510 8aD 406 ]4A 410 45./ 402 2B2 310 N.4 3W 25A 610 N.7 >W 79 In 725 400 57.0 458 91.7 UR 40.6 4W $4A 3M 43A 458 4L6 370 30J 4W 44.8 373 34.7 458 41.6 M 26A 45B 37.7 362 21.E 458 34.8 3W 21.7 458 353 358 i 78N 87.0 381 37A 137 3L0 877 M.9 476 MJ 386 40.1 417 44.7 360 0S7 176 M,9 365 7T.1 435 3L7 731 23A 473 31.4 7M 22.9 476 816 74/ T0.1 435 322 310 go In 43.1 nO 3CII 327 3L4 2% 29.9 327 319 260 2L1 327 2L3 275 271 327 25.7 2'71 20.9 327 al' 263 17.4 327 21.0 262 14A !27 19.3 2$8 e6N 3M S17.67 257 W.7 2111 29A 2W 24.6 297 A0 2N 21.5 287 211 244 1&1 287 20.0 240 172 297 19] 237 14A 267 I&I 232 IOEN 24.7 206 20.2 227 20.5 201 77.3 22i 18A 198 13.1 16.0 1% 111 N 22,7 19/ 16,6 M5 19.1 7G1 10J 215 16.4 188 12oin f1.9 187 An hor Ca - Table Ibs SW4tra>R 271, C-Mr 153 G- I HA-o U FWd CWI PT Wood 14a10 Anchor Clip Pa13em3 A Typc wits- Ebo uta- 1M' Eta U7 an SI16' Ebo UN-m 9'16' Ebo UlOaow 1/4' Eko U4acm 1/1. 5S EM:D �• Sf1E Elm Ult- 1/l• 83 Ebo AgWe lv, 01031a11 Scow PS) W2 SMd S- Fi3) 01281W 3oraW PM E0p10bMe0nj 1' 2VC 1• 2-17 1Vr 1• 2-1rr 1' 2-Ur 2' 3-1w 2 0.4• 03C 0.324• EmSetioaOt 1-314. 13f4' 1.V4• 1-9fP 7 1-V4' i-1N' 1-1M' 1-1/4' 1.7H' 1-V4' 7 1yr 1J13' 1a1114 2 Ang1 Q415-1 30004 3110M 410Wa ✓9015e 1tA4b 270 a4 2509w ]Kb 7M 29 374101 5649. W b. 341611 442 as 560 a4 4 7419Aor4 ® 1.Ir Mlrt 0.0 / 3W10ro (or Oat) CIP 41`79 2% MO M M ba WA WA WA WA 380 Nr. WA WA WA WA WA 026. 06 IM 11201fI 4 Ar1w Q 3• MM1 O.C.1)2) 2t5 Ang% clips ft 3k 700 b$ 76O 1M 6B0Im I-- i696 DB 540 a4 56015e WA T6010e 7M b M 1./m2 Ih m2 M OWI51 11m a 2 A101ra 0 0.43• Hirt O.C. I UL11p, i to.125' A W1. (FT0 4k WA WA WA WA WA WA WA wA WA WA WA WA WA WA 713 a4 7 Ancl1Q/FLIP FIa SR 1%®4 10.'ap 2251W 4MW 6726» 1>5W 1M IOs ITT In. 970 YW 7B7109 S121o4 473 as /W 1I1 221 I51 2001W 2Arclwa 1 15• INt O.C/ FLllp Fb. 61: 210 b6 15C YK WA WA WA WA 1Po lb WA wA WA WA WA 9411a 442 WI 560 tW ) NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS -I HE StANUARU L:UN. -.11 - v,., 1- noa I.- n.1- -.1 c - cuccT oe FIGURE 1: FIGURE 2' FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4FIGURE 5: FIGURE6: TABLE NOTES (DP ) X k MULLION CAP.,,o:, ) `ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSI RAI ES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-W. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MNNNUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT Rl 16 811lld3ny comp N ew NOA- No. 1 EtplrwUOn Dab By " 1111111 ��;. •' L1GEN; * NO. 587 �IS rAaa-i� �s �'•�,(ORIDI /,,,,ZONAL A. Nw bit FL P.E.1 Florida P.E. . . ... . . . •... .. .. . . . .. .. . . . . . . . . . . . . ... . . . . .. . Anchw Table W SSsIo14r x.ik Conenn ].A Cac Horaw CMU FIkO CMI PT IVaod Maw Anchor C8p Patterns' �Typ[ L78'Eec t4leom I/{'Elco l4eacan y1e �o 3'I9'Eloc lPlnaAn V4'Eta Uaacm iM'88 E1b 1te'FJco V4'88 EtP ri09ted rigBN #123" Emb.ft cpn7 1• 2-12' AppnOab tie' p, AORa9MY BnIIY Q� 9alen P75I Sege (05) E ebaMl pn 1314• 910 ea 7.1I4' 390 t4 1• 1-Y4' 450 b 2-!/2' 1�4' B90 q 7-i/P 2' 1µ1 b t• }1l4 2701q 2-Y2• 1-1M' Ill r 1.1N' 954�7760 2•im 1.1N' 2' 1-1/P 1vC I-!M' 2• 2' o.4B' 1.3/P 0.3{• 1.31C o.9M• Waa 2 Archoa 4.75- Min. O.C. / 91an0rd or obe 17Ip (Fig. 1t 4 Anctan ®1.16 AIYl 0,C.1 swnd.d (ar OleN) Clp (F4 2): 480 b 700 as WA WA WA wA 974 b !10! IDb 9U b 2 b 4 Anrltaa@3•Min O.O/p)2t3 AnPl,Cpa/.9T 71ob TBOb 880 as 1510b 1N8b 610b 910 b 61ob W WA tVA WA � q 1120 b 0.45• Mat. O.C. / 11C1P. NW.125• Aluft. 4) WA t88b WA fe5b 35C ea WA 2x5b WA WA 449q WA WA p2q WA WA 133b WAW 1{0b W 1771ea 370b 741b WA 18Tb 110b WA 39xb 1112b iVA 473NX 882b@ rYA t70b x21101 limb. 719b 200 2BDb t Msav/F (Fb.R 2 AlxBors @ 1.15' Ln' O.CJ F4'alp 01C OR 240 b - NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VA1 I,Fa WA 1a1 b WA Wq NA WA WA 31t b µ b q FIGURE 1: FIGURE 2• 1� I I E;IT:07*1 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: %�,�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, - -(-ANCHOR CAP,,,, —r• (OP—) X ` MULLION CAP.,,a,�,���CHOR CAP.m USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Q90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. 1• X 2. r5' X .65(• MULLION CW W W01 C O K Q 2 PRODUCT REVISED an' 40'" ing with the Florida Bullding Coda NOA44o. 17-0630.01 Expiration Onto OS26Y2021 1111IIi/l/1 \`\�O..o ....... N ' i� L10EN@Lc'•��� NO. 50705 pp '.• ATE i'O�s.•. F(OA..... �'',.S',ONAL A- LYNN� l!I R, P.E. FL P.E.# 58705 . . ... . • . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • rn of c . - - . _ . • • • • • • • • • • • NWion Capasity Table bs • • • • • • Oponin dm rakapiv►ing m ao s) or Op41nho Haight (fur ho(owt "arrirq mWkwa) - 1on •70in *4 • • e0n so in 100i1 1201n 140n Imin 1"13.125" �ro aig cd 11murVA. Lowing Tn1WTA•g. loadl0 Rmleodw Loa011p T1•YOfag. la"M R.W oW Indo nag. L-airo lodno T W0laro. Lwan9 Ra dmWAO, Loadro T•W 6-% Lmdag RacYnptr Ica MWrd-. I loadn➢ T-IT,114 Imd10 Reo1ai01v I.-" Tnpr7ori9 toad• .600"Alum Tuba Mul py ? U �$ U V �• U "a4 • p_ P�$ U l• 9•• • U e�. U O U ��. U y 4 U .-. ag U € U g P U S^ PPg U V �1^ B� U a a V ^ f. U ie U U �g V >Qa4 R U 9'� U 0 P U U 42in 170.0 in 117O.0 435 1170.0 7" 1 170.0 1 475 1740 aee 170,0 5W INA N2 117UO 519 17Q0 Ilia 17U S21 170A 1240 170.0 521 170.0 UN 170.0 521 17Q0 1 1 17Q0 521 164.4 1102 170L0 521 44In 17Q0 lot 17U 524 170.0 a50 /70.0 564 17Q0 BQ2 170.0 WO 170A 1133 17D.0 001 17Q0 1275 170.0 an 170.0 1417 179-0 610 157.7 1577 170A a00 135A 1 170.0 W ilea 1677 17Q0 NO 57.625n 170.0 747 170.0 SW 170.0 W 170-0 Sol 17Q0 10" 170A 654 170.0 lto5 170.0 723 17Q0 1345 170A 747 ImO 1494 170.0 756 141.7 1405 170.0 736 121.3 170.0 750 Ifta U05 17Qo 7M 64n 170.o 7W 170.o 512 170.0 ➢56 VILO Q01 17Q0 ilia 17Q0 754 170A IV5 17Q0 eW 1641 1AM 17DA 837 14oS 1401 17Qo 156 IN.0 %al 170D Sol 106.4 / VMD 601 03.4 1401 17Q0 451 win /70o aa5 1700 701 170.0 ion 170.5 747 150.5 1t5i 17Q9 676 13a.7 1150 167.0 we 1230 115E 1683 617 111A 116E 140.7 010 026 1150 1445 9W 79.3 159 14&5 9W 09.4 1156 141E W3 W n 170.0 030 1TOA 746 ISOA 1049 170.0 Ball 137.0 faQ 15U 150 11A1 1D40 141.7 m 100.5 ID40 13Z0 me no 1348 121a on 70.9 IOW 119.3 020 05.3 110.9 W➢ 59-9 1049 110.9 119 s is mn 14s.0 95a 1T0.0 716 110A -o.13 131.3 004 L1A1 966 13]7 7e3 1042 966 121.4 775 82.6 955 1128 765 814 955 106.4 757 $8.5 05 So. e 749 69.0 06.7 746 62.1 9515 N.7 746 C j 72n 124E aD3 114A fiW 107A eo] 11{.➢ a62 etA em 101.1 070 00.9 007 ➢12 e60[71.4 6M 63A 640 M2 aW TAB 642 S15 403 72] e32 4aA 60.E 620 441 eQ1 19.) @7 76n 1.2 721 114.1 620 01.0 721 07.0 616 n0 721 WI W5 66.3 n1 70.5 505 721 7D.1 ON 64.6 721 WA 970 4" T21 51.4 509 39.o 1 50.8 50434.1 721 50.1 5W7an f01A 664 105.4 ON 64.2 6a4 W4 587 722 UK 70.4 576 611 064 79.4 561 ae4 64.{ SSB 50.5 6M 3RI 551 42-1 W 5L1 641 W.1 51.3 536 31A 4B1 50A •E34 9Dn 06.i 51/ Q7.➢ 45a 3{,6 614 573 448 47A 614 649 440 41.1 514 44.4 433 5U 403 477 32D 614 37.1 421 VA 614 WA 412 2Sa 4 344 406 2ae 514 29.0 443 Bon 542 452 5V 404 452 452 47.0 305 3e.7 432 40.0 3W 33.9 452 MA 364 452 32.0 314 27.1 452 303 3T3 226 '4W 26.6 306 19.4 242 3511 140 Q2 22A 355 357 31.9 322 77.7 >n 32.7 317 Y12 357 20A 312 2]6 737 232 ]01 757 22.7 303 19.0 367 2Q4 299 15A 357 11.0 293 1]6 182 2a7 11.0 357 i5A 767 3s1 sti 3a.5 3aa 202 s]6 10.1 Sot 25.0 37e 261 206 21A 37D 2].1 292 335 20.e 255 17.5 33a 10.0 264 14A 338 146 274 125 }16 UA 277 1i.0 33e 1JA 2672W 211 m9217 750 19.8 2a9 20.E 756 17.1 200 10.1 25i 200 10.3 249 139 289 149 246 11.E 2BB 12.0 240 0.➢ 11.4 Zf0 0.7 2eB 10A 232 AnchcrCa Table SIYMUC 279 C-M 15a Cm[. ".I-CUU Fad CA4U I Pr WOOS Anchor C by Pallam a '1Att� Y16'EltOlrra:m Vf �0771B4011 W'ro- VQacm Y1S Eko Wpem Vl E.U. V4.5SEko A9PeC.,tm 11QEko Ua•[2n Ile S5 Elm Av dIOSt•1 Stlaa (W) #123aa 9t4004A) fled lDs1 EOW Ouuru 016 V 2-111 1. 2-V7 1Va' r 2-V2' 1' 2-V2' Y 3-W 2 O.41r I DA'r A2! EmO&MnW 1.3/4' 1d&' I.We 144' 2' i•Y4' 1-V! Y1I4' I-V! 1.1/4, JAW 2' I-W IbP 2 An00on 0 4.78 WR QG / Stan9s0 a oftm CAP ffN 1I am" 390 0e AM 9p No 4a 164441e ZIO ON 2®b 354 na 7401M 37A 4x 6641a Yid ke 341 On 442 IN b AAmnns 110-Uh O.C./St.VeM41CfW 92 40004 ! 700h NIA WA NIA NIA am" NIA WA NA WA WA 6626r ONft 12D 4x 4AMI'Da 50 f Mn O.C.1(2)W A1gkCltn / ffi9 3I 780 DS 7B01a 85o W. 16W D7 150e 1S 6401e 5601a NA 7e01ra 746 as m m 1692 9a 962 ti a05 4• 1 m 477 7 Arc lmdo.45'Mn.O.C./U Y1b .12S Alm 43 NA WA WA WA NIA NA WA NA WA WA WA WA FVA WA - 774 --b 1 ZI FICA ir19 OIl 22610 4C51o1 0:11a 13510e 14010 1771a 37010a 187 m 332 •T 473 is 17002 2210. 2 AmIm 451.1 P i9n D.CJ FIM ffl9 243 DS 35019 WA WA HA NA Io016 NA IVA NA WA WA 341 No 442 Fla Da YIaYrAIrt 1./irMN 1 T IW.IYO � w16Ja I r (DR-) X ( ANCHOR CAP.,,�,,,�\ ANCHOR GIP.,,,, `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULU ON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OF I IONS FROM THE ANCHOR CAPACITY TABLE F-1.000'-4 FIGURE 1: FIGURE 2: TABLE NOTES: i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SFIFET 25 FOR INFORMATI 3N ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOW 3,125 FIGURE & 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, Sq SHEETS 21-23. • • • • ' HOLES TO BE DRILLED IN THE FIE:.D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND �ROIfT-FILLED '�' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSUFiETREATEO FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' ' X M 1'x3.t25'x.5•Ml1U0N fIt1�I--7�I th-�1I • THICK. STEEL STUDS TO BE A MIN IMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTU INTO METAL SHALL AT LE 10 STEEL TO BE AT THREADS BEYOND .V . (1' V F I I I - I ORS.S. THE MATERIAL. #10 d #12 ANCHORS INTO WOOD MAY BE STEEL, IS8 S.S.S PRODUCTI as own lepp Buildi•g olli NOA-No._ Expiration Dat ey �� �1��.'�•410E� * No. 51 SATE i:`S1 �•.!20Rf FL Florida _'F�1 P.E. • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TABLE 6A 40.1 • • r m-dnq IiI.&. 1 lL 4 r .t25 t-ria imnp La•dfra AWtrt Tuh• IjwlonT�T 6B Anchor CLp Pattm• • • • • • • • • Mullon Capacity Table '- • • • =ngw1Y�W-•Parrtr,2 MAIMS) Or Oponptp Helphi (for honmrmN-sparnlrc nagor•) • • 7o1A • • RhI ao. 1mi rWre•r• 1.rpr•r rr.prm.•. taon twdna Lopna l•adry laLL'qu Tr-Wowt!i r•.mrWr Tnp'illarla RrcYraN• Tifin L-dwLaadr• L-ft LeWr• !!� jig THI I j I . �w Th, 7ft9 Eho Latracrn I 1F4FJc•La,._ I91 I XWEkouv w U4-Eroo Ub m b 14ak I 1Wp (DR-) X (...I �......,r: ANCHOR CAP. - MULLION CAP,,.,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE n � o W x ¢ O a � Zmti g Mo. �e �a PRODUCT REVISED a• eomplyyiny with the Florida Bulldlno Codi NOA-No. 17-0630.01 Expiration Date 05/2612021 —iV--a KVALUESAS THESTANDARD CLIP. • FIGURE 1: FIGURE 2: FIGURE 3: FIGURE a: FIGURE 8: FIGURE aTABLE NOTES: • • • • • • • • • • 1) SEE SHEET i FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR i • SHEETg 2-4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS ¢ 3) MUWON AND I —j FORMATION ON LOADING. SEE ALLOWABLE. 1.00T ��-- 1 \�NY LYNN ��•' 1,10ENSF • /�F MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIGNS, FIGURE 5: TO DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SEE SHEETS 21-23, HOLFS 4,000' i Q�: ••.� i G SHOWN FIGURE 0: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, FA SFAS 21-23. FIGURES SHOVE * : NO. 58706 '•: _� :� HO OW CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AST M G90. WOOD SHALL B PRESSURE • • SOUTHERN PINE WITH AN ANp GROUT -FILLED -TREATED YELLOW `1z • �,n ••. T . <U SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND SEA MII}IMUM ANGLE CUP (FIGURES 588) MUST BE USED IN PAIR$, STUDS TO BE A MINIMUM GRADE 33 AND.04b' THICK (18 GAUGE). STRUCTURAL qTEEL AND A36. ALL ANCHORS INTO METAL SHALL EXTEND OF .125' THICK STEl1 TO BEAT LEAST.I2S THICK .125' 7 FATE (V` i�s ' • �OR1O�•'••(j�� s 'AS?4NIrALe AT LEAST 3 SCREW THR- #12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. BEYOND THE MATERIAL 910 S 1•X I 4•X.12S PE _ MULLION FL P.E.0 58705 . . . . . . . . . . • • ••• • • • • ••• TART P7A _•_ _•_ • • • • • Mullion CmpacIty Takla IhsM) { • • • • • • • OPwWgVdM4 *rUcMy-"n-diVmLMon)or Opw*I gH9nht(forhm=nW/-aperWnguMi lr) 60nin 0 701. 000 • 6on 601. 1WY 129n Von ISO 1 a4a.376 AWm T4Oe Fmcea•ir Lmd1• ir4l✓hr•, lotla9 Rrma� LO9•a• h9p?naN6 Lo•d7• n4alaWr LatYl6 71epY7xrla L••aa6 Ibe6rpir LosOq T19prh1r19. 1o8A1y niu•tiW ta•dna TualTuea6. Loe•1q R4r44111W14r Lod19 TnOwuO•, Irony R•ad1•Wr LaWlp 7npTOr•. Less" TT4pT4r•. �q R44trIplr Lo.dq Tr4p/TMp. 1o4atp Nlu9lon S i y*6 i yyq Za 6 'Qq t �a all 2i Id �Si dFd 3 20 �8 ne 38cfl i i Z i¢ e 1 >qq4 42 n 1740 620 170.0 435 170.0 744 171.0 476 170.0 AN 170.0 608 170.0 922 170.0 516 170.0 1116 170.0 521 170.0 1240 170.0 521 17a0 1440 17LO 521 176.a 17oD 521 170.0 /943 170.0 521 an 170.0 700 17OA 524 170.0 800 I. 601 170.0 902 170.0 SM 170.0 1133 170.0 051 170.0 1775 170.0 W7 170.0 1417 170.0 640 17110 17W 170.0 ON 170A m 170.0 No 151.9 =4 170.0 660 SCIA25 in 170.0 747 170.0 5W 170.0 6W IM.0 = 170.0 1 1DW 170.0 4M 170.D 1123 170.0 723 170.0 1345 170.0 747 170.0 1404 172.0 756 1 17a0 1703 170.0 756 1504 914 170D 750 tY.s 1910 170.0 756 54. 170.0 797 170.0 $12 170.0 958 17a0 W1 170.0 1116 170.0 754 170.0 1275 170.0 6W 179.0 1434 170.0 837 170.0 15M 170" l69 15d9 1798 17U W1 137.1 TOO 170.0 N1 120.0 17M 179.0 01 00n 170.0 4e5 170.0 701 170.0 104] 170.0 797 ".0 1240 170.0 6T6 170.0 1417 170.0 944 170.0 1504 170,0 6W 165.5 1611 17a0 ton ttas W0 17U 1003 111.0 a 170A Ion 672 1014 iM.0 IOM {. 00 1M.0 OW 170.0 745 170.0 171e 170.0 860 170.0 13M 17060 040 170.0 14W 170.0 1015 130.7 1542 170.0 1076 141.0 1642 170.0 1122 117-5 t042 16a6 1154 100.7 tW 167E 1167 40.1 1542 167.9 1157 68n 170.0 674 170.0 739 170.0 1169 170.0 M3 170.0 1304 170.0 1002 NO 1472 1700 1086 142.4 1472 IWO 1148 128.5 1472 IWI 1130 107.1 1472 147.9 1100 11.e 1472 144.0 1104 K3 1472 146.0 1'D4 J 721. 17MO 10m 170.0 87e 170.0 1275 170.0 IOW IWII 1320 -1W2 1101 1. 1720 149.9 1062 117.7 I= 137.8 1080 105.E 1328 190.E 100 YA I= 117-0 ION 754 112E 1C13 68.0 1320 112E 1012 76n 1740 1122 170A WT 149E II" 159.4 1013 1252 1184 139E ➢D4 112.2 11M 125.7 Ae 19.7 1164 115.3 9M sae 1744 107.5 /J2 74.8 IIM 97A 936 WI 1M 0&1 927 $0.1 1144 V-3 an `+ 76n 16a1 1124 170.0 067 138.4 11- 147A 9W lia6 1174 126.E 947 103.6 1124 115E 931 22.3 1124 1052 116 441.0 1124 96.5 9W W2 1124 00.0 0W 59.3 04 M.3 891 OLD 1124 e32 678 W in108.1 9M 111E 750 90.1 M 4 M.3 770 772 444 e21 724 97E M 4 73.3 712 60.1 sM 06.5 702 M.0 6" 61.4 693 45.0 9M SC2 476 39.6 044 50.6 416e all 8M 47.7 462 W In WI 742 91E 60 742 742 T7.2 662 43,6 742 072 Mt 55.7 742 W.6 831 40.5 742 64.1 622 44.6 70 49.8 614 37.1 742 43.9 6DO 31.4 742 360 e00 27.11 742 37.6 5M t04n sm SW 53A 63D a21 686 53.0 521 44.7 6W 46E 513 36.1 656 41.4 507 ME NO 37.3 496 31.7 546 342 492 28.f 6W 26E 481 22.3 US 20.6 472 1a6 IN 24.7 466 111 h 67E us Sae 503 49.0 555 4a5 495 412 666 42E M7 36.0 555 38.0 450 32.0 66e 342 477 2a4 M56 31.3 407 21D 'S7 L.l 457 10E 605 247 44e 11.0 555 -4 442 Iron 46.6 475 4a4 437 ]a0 47a ]9.0 476 >7a q6 32.7 42D 76.5 47s ?v u4 25] 476 7a.0 109 i24 475 24.a 404 /9.0 476 7.1.1 345 16.7 476 Ia7 397 14.3 477 172 let 1M In 25.4 3M MY lA4 22O ]]0 224 701 16E 330 ta3 297 10.6 330 17D 293 I dte• Eto 174. 63 Elea IMrrll0 Anchor Clip Pattern TYPa' 371C Eba Iseaoan tl4' E6o Il9rmm l•taean 17C F3co Ulaacon V4' Eko Wtracon Aca15C� LDtneon -UV K 1;AYAL:11 T AOJ"IAW-NT FORMULA: (DR-) X `MULLION /ANCHOR = ANCHOR CAP. r, CAP.,,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NU I t 1-OH I HI: OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --j 1 C62'r-- TABLE NOTES: FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • •EON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.(LLL2) LINEAR INTERPOLATION NGTHS ANDtUH OPENING(LLLOS �NOT E. ' • 3) MULLION ANLLION CLIPS SHOWN ARE TO SCALE. FOR EXACTT DIMENSIONS. SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL Rf_Sj'RICTIONS 4-0W 4.000' a5 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE T10NS. FIGURE 6: FIGURE 6: FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ' • • • AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE • • • • PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • 0063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST THICKAND A3& 33 AND.045'a.�375­ .12S ALL "CHORS ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERULL. � 10 8 #12 1' X 4' X ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. I .r .375- -MULLION 1' X 4' X .375 MULLION N ce In S a z PRODUCT REVISED as eomplylny with the Florida BuiMing Gods HOA-No. 17-0630.01 Expiration Dat•05/26/2021 p1Y LYNN %, M c1��� � �.10ENy.F •• �C�� ?' No. 58705 . ipOT SATE F : • (vim\ A- &NN MI4hFF3. P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TABLE BA • • • • • • • • • • • • • • • M&M Capscft Table ID • • • • • 906rfhp Widtl•(W vsM1•11y-gumrg nvAo s) OrOpenhtg H6i0M Cot hnnmr W.3p6n6nB 111uacm) SON Mn mi. Mn• son 100n 1201, 140n fM tl 126"x 3.1118" P-leomu Imq TIWTd.10 IAWnp lt..b gd . lu.dn9 I 71.pIT.W lotln0 n.9..1•+.r L0W'p Trag4.a. Ip3y its.di•4.r LII.en9 tf.p'Tkm I..dIIp 14.Nplr Ln.6W Tnlprtnr•. t..an9 N.eeC" LOtlr• Teprt6ale I.4Nnp R.-pew Lv.6.0 7rp?rl•10. la9a•1p p/I6eq. adl• 9+4a L.9dn9 WkIm Ic Uee x .266"Alum Tube laud F'_ • _ r P £'_ E £ _ £ P S L £_ y. _ 1.1 _ P' _ 42 in 17n0 620 170.0 435 tine 744 170.0 476 170.o M6 17n0 5W 170.0 992 170.0 619 170.0 111E 170.0 621 1ffi01240170.0521 170.0 1486 170D 621 170.0 1735 821 15t.0 170 170.0 521 48In 170.0 7W 17D.0 524 170.0 850 170D 584 170.0 992 17010 630 170.0 1133 170.0 651 170.0 1273 170A 677 170.0 1417 1700 M0 16.3 1648 17a0 690 1327 ta43 170.0 6M 116.1 1549 170.0 690 50.625 in 170.0 747 170.0 563 170.0 106 17CLO 631 170.0 101E /7o.0 8a4 17n0 1195 17D.0 7J0 170A 1345 170.o 747 157.0 14M IM-0 750 1392 146a 17ILD 756 112A 14M 170.0 756 1C4.4 146E 178.0 756 64 in 170.0 797 170.0 In 170.0 956 17" 6n 170.0 1116 1760 754 17*0 127E 170.0 6W 163.1 1376 W0.0 $37 146E 1378 170.0 3M =11 1376 /7n0 M1 104.E 13M 170.0 M1 01.7 137E 170.0 MI Win 170.0 M5 170.0 701 17n0 1063 170.0 797 1U.9 115E 1710 675 130.0 113E 157.4 930 IMA IIM IWA 919 1112 1154 1Sn0 912 927 1158 1444 03 79.4 11M f44.4 9W 69.3 1V! f44.8 905 911" 171.0 WO 110.11 743 18n1 1111 1. 650 1372 1.1 1.. 664 1.1 1.1 142.0 50 106.7 IC51 132.3 217 96.1 1W1 IM.7 NO 50.1 1061 11x3 K2 66A 1W1 11&1 421 60.0 1051 119.1 321 L Mn 167.1 967 IM.0 749 130.3 957 151.E 8M 110.4 M7 13A0 7110 INA 957 121.6 777 92.E 957 112.8 767 Me M7 lea 756 09.6 $57 100.0 750 69.7 567 04,0 74B 672 957 66.9 743 721n 1267 au 1332 696 107.3 804 I752 am 91.9 604 101.3 971 MA 004 91A 660 71.6 004 all 650 64.4 aw 74.3 50 63.6 8D4 713 Q] 460 8W MA 679 {0.2 304 a98 023 a Tan /W.4 722 114A 670 972 722 972 918 782 722 0a.s 600 60.4 722 767 6M M.6 722 7n3 566 64.7 722 M.6 380 45.8 722 WJi 570 *.1 = M.7 6M 34.2 722 M2 W 3 78 in 1012 085 105.8 WO 61A SM 89.8 5M T23 M6 76] 577 61] w 70.5 5M M2 MS su 5w 5n6 ass SC3 543 3S2 W 51.4 07 31.3 US 50.7 336 90n 01.9 $18 M.0 457 -LA 616 57A 442 47.1 515 WA 441 412 515 44.7 434 36.6 515 408 426 330 619 331 413 AS 0/5 30A 407 20.6 516 29.1 404 06n 543 453 ".LLB 404 45.3 433 47A 391 366 463 41.0 301 33.9 453 36A 3a6 302 4U 330 379 11 453 1 1 fa4 1 29,1 1 17.0 41 11 1 1061n 38.1 3M 39.0 323 31A 356 3111 314 27.235a28A313 DA 358 212 358 277 ]W 18.1 760 f4222V.7.5 All 293III n 35.1 336 36A 3W 29] 335 30.1 W 25.1 338 Al 2W 23D 33a �2t3W 20.9 2M 17.E I 121 n 27.8 290 23.3 264 232 290 23.0 260 tA9 290 20A 25e 17A 290 114 260 164 2" iM n 761 �1 18] IM TABLE 8B AnctwrCsp6Uty Table (be) Sut wm 2.71, Oxerec 15k Ctac I Hal -mu FIWCMU PTw-1 mea Anchor Clip Patumt �I-ryK YtB FJc3 Utram Ur Eta Otmc06 UNs-ac�m 3'tE'Ek6 UK.. Vr Et*UtW n A9"GeSS ">< U`kGwm Arse ss "91d Ins) U"fG #12314016)29t1rU pal 9 r 1�1 Ea90 DIBt-c 0a1 I. 2-V2 1' 2-V2' SIB' T 2-v2 1' 24rr 2' 3.1IS 2• aAr 0-6r JQr Em1.Aner. nk /Sl4• 1Sr 1Srr 14C 1-VA. i-Yr 1-Vr I -VC 1-V4- i-Vr T I-w 14W 2 Amhm 0 A71r 6UA C. C.I SUM= Oc Uset Cap 0�9 13 30D Do 39D ft l5o Ws t90 to t6N •a 'DOIn =to 364 oa 740 W6 374 We sm r 046 b sit 11• 442 to b 4 AmhXl 0 1.IV Mn O.0 / SIa10 0. W CM40 Cap Co 4410.E 70D Its 700 6 WA WA lU NU 3m b IUA WA NIA WA WA 682 to BM IN ?a IN O]'I6n. O.C. I I2/ 213 Arple Cps 70104 7BO c6 660 ea 13010E 16503 5wm 5m Ls WA 760I! 748 In 6H10a 1892 fn ®2Ile ON SO 11b 4A-i44Mf1On 0.4Y MI6. O.0 I Uqp, kW.121 A06t 0`19Q1 WA WA WA WA WA NIA WA NIA WA WA WA WA NIA WA um L. 1AMW/F{9p010 al WD3 195ae Zd5p 445 tla- B22I9 136 Ds 140 t6 17706 17006 M799 =r 479 dx 170W 22168 to 2 Mlclo• 116' µA O.CJ 61 2C 8a wo d N/A WA N/A NIA 1900 NIA WA WA WA N/A 41m 442 ra to ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPje) X ANCHOR CAP.,o,,,,".� ANCHOR CAP.,,,• MUWON USE TH;S FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: • • FIGURE 4: FIGURE 5: m ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 8: • • TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR W TION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AtUOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE$TRICT:ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMAT2 HOLE LTTIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMMW SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 a #12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. PRODUCT REVISED as complyH with the Florida bulkEng Code NOA-No. 17-0630.01 Expiration Date 05126/2021 ey Mi -0a roduct .ontrol � '� •' L10ENyF •• /�� i * : No. 58705 zu ATE J'sS�ONAL I�NG`• A LYNN MILLER P.E. FL P.E.# 58705 . . ... . • . ••• .. .. . . . .. .. . . . . . ... . . . . .. . TART F AA • • • n ec TabM (6aRtt • • • • Opawll93M1fh(torwrtllelp••p�B11B Ir1IiGBro)or OpeMnc Helcht(12r lcttrofflaly�palrelc fiBaAoro) W h 80 b W in 12Az325 �e110W1r ibarTO�C ll-w OUt leeeiy Loateae L0a•1a 7h077deea L-S g ftu. ou imprrdsw 1M1•IYht bedb{ LNm• TIeATrbp Reebeaelr fa::ll TMWT6 p. Ree 126In 711 wow iMM &.Vddkv % .100 1Nd1p leedbp Ludw LaadYli L^Wna Lw.w¢ LwAOpu L-aw L 1ppnp r-NTyla AlMuWo� � TAi I1 TA � • Ii L pb{r Finaw, Nh qp� 170.0 I I i 1 11 : 1 ggq555TA t i t yp tS� y8 @ 2 y6 yp Ss_ 4 t 1 S y$pp � 2 p� FA$ � � � Ill Zd!e iv, Yb T 17Q0 !n -Ea-La 7M 17aA 7ae 170.0 621 1Ta •l7a ijU.O an' 4-0 Ia i aft 170.0 1118 170.0 321 151.3 1118 tAA a21 tl1.7 711a 17a0 621 Nab Itte111201 eat 111i 110.0 M1 W.025h 770.0 Wa 170.0 raj 1Ta.0 Sp IMe Me 170.0 eel 1Me p1 I.A Ola 11a0 pa 1%/ B7B 150.7 an 170.0 eN 131.e en 170.0 M1 170.1 ale 170.0 n7 117] pB tAA 610 a7A ne f)a0 6ea e1.B 173 717 nB 770.0 ep Mh 170.0 7W 170.0 N2 101S ep 170.0 eat fi2.a eM 167.1 BB7 7111 Ma feel 7W 1N.e eeB i172 12l 1W.0 eM 150.1 WB tM_6 eR1 1M.3 eae eTA RV 160.7 ON i3./ 074 eae p7 lae7 ea6 Wh iN2 7tl 1p.1 p1 1fa1 711 1]2] e70 tp] 7Y 11TA aM 89.5 7N 1a7.0 9W ]a.0 71e 1310 eM Ia7 eM 126.8 eN 77.3 M 12/A 952 M2 eM e7.9 WB 123e Mx ph INS 517 1720 679 1011 n7 i1]2 See MA an 1M.1 {ea 77.2 n7 It.4 60 N.1 an 1B1A 5a2 71.0 7Y eel a19 MA Bn 60.1 7Y na sea 512 740 ale 746 p] Sp tlh INS a1) 111.1 630 ea7 117 e7.e 51e 71.2 410 7f0 617 Ba3 em el] 617 662 71.9 600 MA 617 01A e7r 126 YI Ae a71 e7A 69/ efA 177 M.i IM NA ei7 w2 A7 L.7 n7 MA e17 as 617 7a7 6RB 63.7 Y) Ste n.l IM eat 311 76h/W e2B 3M lfA eat tlt S12 510 M.3 59.8 4a N5NIlA 61e Sal 111 34A e11 T8.4A4= 2a.0 weG ffie 616 /eL 1M230YS Tl7 aMeb.] 166 lab tlT 6l3 wt n.7 971 N{ 5l9 San //.1 NS Y.6 Mt Oa0 3T2 %e wl 161 9W NA 7B2 /W- %9 37B 3G2 IM a71 77/ 2BA /p 26,2 IM Nt 0a0 e0h Mh a].1 2p 3s1 ]32 31.0 2M 90] p2 32] : xas 9]x ]p xle 2M 3eT N7 23.1 582 It.e 900 ]20 wl 2a1 276 21.2 332 3a.7 Sao 272 M1 24.1 272 IT.7 332 p.3 wt ffi1 w1 21.3 1p 19.2 332 121 sax 327 Ma tU 260 33x J_.2 7e1 sae 2M 2M 20.1 20.6 b1 230 30.] 25e 21.1 26.a x01 2e1 29 2f.B 201 23.5 241 IRA 2B7 21A 21/ 17b 111 1a.5 111 7l0 191 17.1 236 12.5 221 230 2S.1 71f ter 169 Hi 2W VA 1B1 173 2]0 1e3 xoi 1aA 230 fe2 2fe tae un U.I s101B7 IB1 1W21B ils 117 I 18.2 170 Iulrnor Ca ac Table 1ba I ANCHOR CAPACITY ADJUSTMENT FORMULA: BuMlfeb: 2Tk CtlMRt{ J.S1 Caro. tb10e G1ll FiaO CAIU PT Nhod Me1N I �] rANCHQR CAP.,,o,,,•,•l _ Anchor Clip Pacer nB ^'aA>TTt< 31WEWQ Wcw va•Ell.Uw- 5firEko 311a•cooLNlbOm va•FJmteueem v1• se EI{e AtW FAw va• BB Eh0 010 6bM B12 3" #1ate• ( ) X `MULLION CAP / ANCHOR CAP.- AovaD1- �Oe Altal.0" screw 10a) B01e'" (De7 �a� USE THIS FORMULA TO OBTAIN THEANCHOR Ease tlelrea le): i' 2-tYl' 1• 111r 31R' 1' 2.1/2" i' 2-1? r 3-va r 0.4r 0.x• !21- Em9.•mA aak tau• 1a'1• /-3ra• talc r t•vi- t- CAPACITY REQUIRED• CORRESPONDING TO AN w 1 t a t•1M t-trr 1-vr r tat tar 1•bs ACTUAL PRESSURE REQUIREMENT FOR THE 3 A1ey W 1.75' Met O.G I atea0erd or OICN t71p LFq. 17 300 V. ]a0 p I501• BIo b 18w •e 2/0 b 2W IOa 93I lac 7/0 e1{ 97116e ;�.A BIB bM710e N2100 b1 Arolw a 1u• Mh oc. / eteww to 0`{q op . 2T 480 eu 7001a wA NN WA wA 9/0 W wA wA N61 OPENING, WHEN rT IS LOWER THAN THE MULLION aArow®r txn o.G / W as WA e1x te ae6 tb{ I e• CAPACITY (FROM THE TABLE) OF THE SELECTED Arch C6la/T1B•a7 7W •0 7W eo eM b1 tWoer 1NM a10 •e SWM lla 1M21b eel ef. eas ln. 7 e.MULLION. IT WILL YIELDAMINIMUM ANCHOR S Arohae B 0.61Mtt O.C. / Ua7Q, Ho.10P Affb,aFwAWA rUAWA WA WA WA NIA N!A ILIA WA WA wA Ip0 M IAlola/ F-apR ai t W a 1%•a 2a as w7e. I3a1N tY b{ m Im 3T0 iw 1671M u an b 1T010a 2zt Im CAPACITY WHICH MAY BE USED TO QUAUFY x--A 1.16' Mat a.a Fq IFp ek 2tl e I 950 ea WA wA 71M wA Ifp W wA wA NA b ADDITIONAL ANCHOR OPTIONS FROM THE wA wA - w2 Wa No b{ ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: I 1.260' �1.250'� t) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN TION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ABLE FIGURE 3 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIgVS. ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRKMONS 3250• 3.260' • CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCA7S. IN PAIRS. USED IN 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD $HALL FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHILL BE 6063-T5 AND BE A MINIMUM OF.100" THICK. STEEL STUDS TO BE A MINWAIM GRADE 33 D • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125• THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MA17 1 '100• • ,1OD- #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL" 18.8 S.S. OR 410 S.S. 1.2a• X 325"X.1Or 1.25" X 3.26'X 7Do' MULLION FOR MULLION • Fla D•MULLED UNITS FACTORY-MULLFE9pUNfTS Bar Ca I I Z_ W a f~n � k 4 r � o D _ s D U s PRODUCTI oa comIn p SIR 0.9 NOA-Na P"oplrofloa Dot BY t111)101 " ON... NN,�v *.: Nm fTas N L Et``• A. LA Mi., L it, P.E. FL P.E. 58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • . • • • • • • • • s • • - '•'-�6-juYelapCepulbT6w.Op.etQ) • • • dth �r4RRir:ely�pellmg mLaom)or0pwtkV Height(brImi2Nia"paNT6g rndlw G) 53 h 6A. • •4 mail • • •t o 204 Hill. 12D In /A 160 to 126X326 Rwtrpdu L..1iop Tr�Tran0. Lwdl.q Rwur•Mm Lo.&V T.*n-g. L..* R.a.npOW Loading Tr4pTiap. L.Ov R.elaipuly L.d.p Tnprr4fnq. Ludnp R.n.npWr Lea6111 Trp(rd.nq. LA.Nq R-uao l..dnp TopTMM. l..dY• R.ae w U00In9 Tep/Tdn• L.sip R4 quar LAdSp Td.n6 Lo•ap RwLvVL4w L0.•rq Tt.pTrup. L.Mup 1. .624 Alum. Tuba Mullbn .? g :� '�'.-. �fl �; V �� E .. e �g c :B• s'� .� .- �� .� • $'� �� � • it• �� .� 'i►`Y $� ` !� jp • 9B 3 EB sa.gg 5& • Ev !� s .- gS �3- E ? $'� .n .. �� '' a 1�� Si!. �� g� E3 i a 3 it- u+t �d u_ q� 4y tv u g� ut 5� us �a •� ca++ 5d u �� u � } E� $'� 4i+ at Gin V0.01 610 1 ITOA 1 4m 1T0.0 744 1R0 4T0 170.0 6N 176.0 60 1 9/2 0.0 513 170.0 1116 1MA 621 110.0 1240 170A 621 170.E 1400 17061 621 11700 1736 1 0 1 621 1 170.0 1913 110.0 ED 48 In 170-0 709 1 170.0 574 170.0 650 170.0 6N 170.0 W2 170.0 an 170.0 1133 170.0 661 170.8 127E 110-0 677 1702 1417 170A NO 1110 1700 11fla too 1697 1579 10.01 NO 110.E 1979 170.0 ago 60.525in 1714 747 170.0 663 170.0 896 170.0 631 170A 194E INN 64 170.0 119E 170.0 7M 170.0 131E 170.0 747 178.0 YN 170-0 756 17a0 17M 170.0 ME 162E 1677 1 0 766 133.5 1577 170.0 756 64 In 170.0 797 170.0 612 174.0 966 170.0 691 170.0 I116 179.0 76! 1. 127E 170.0 1- 170.0 1434 170.0 637 170.0 15N 170.0 HE /6fl4 1769 170.0 all 134.1 176E 1 0 Al 1f7.9 1769 170.0 gat 601. VDA NE 170.0 701 f70.0 1063 110.0 757 1701 7Ne 171.0 6n 170.0 1417 170.0 Sm 16L7 1611 170.0 9N 146.E 1511 170.0 1933 120.8 t511 171E 1/0 113.6 1611 1 0 IOQ 90.6 1611 179.0 ISO 93in 170.0 ISO IT0.0 746 170.0 111E 1".0 954 170.0 1302 1701 N0 1S" 13TS 171.1 101E 1- 1270 170.6 107E 1263 1370 /64A IN2 11L4 1370 165.E 1072 996 1370 1 .3 t070 Tfl3 1370 155.3 1070 {{{,,, 64In 1".9 914 IT0.0 719 170.0 1169 170.0 903 155.L 1N0 170.0 NO2 1NJ 1013 121.1 1241 747.1 10N IN.1 t2N 139.0 M 501 124E 130A 971 17A tNl 1 .0 $76 LI.1 12A 12f.0 B76 J T71n 187.0 10A 1110 176 179.9 ta19 1602 tft 111.9 1N/ 1]t.l 6T6 1Nq 178.5 IN 932 INS 1017 N6 911 qN 102.7 IM &I 1D43 24.3 /26 59.9 1N1 12 620 VA 1041 91.1 BID 3 16 in UZ7 NI USA 122 tff9 Nt w" eN 101-9 N1 1112 791 f41 1NA 7n 79.3 941 01J 166 7L4 141 16.E T67 6fl6 all 7T./ 144 wo N1 ISCO 737 NJ 541 73.3 736 7/1n f]Z.7 6N 137.E 793 111.0 n4 116.3 767 04.3 894 IOM 763 094 91.9 740 713 064 N.1 730 66.0 9N 74.3 721 56.0 6N 72.1 TOT 47.1 1N 47.0 701 4U 6N ISA 690 Nln N.1 671 fie! 596 7L6 671 74.1 SU 61A 671 64.3 676 ]112121E 671 602 664 47.7 671 623 6N 410 671 4qJ 6S1 36.E 671 43.1 09 30.7 $71 7 631 2fl9 671 R1 626 Nin 7616Po 72J Q7 fi10 NO 61A 610 AJ N0 53.4 N9 6B0 47.E 602 39.3 620 43.0 4N 36.E NO 391 4N 29.6 699 34.7 477 2E3 6W 1J A9 2Z/ 620 291 4NWe 1. 40.7 4N 604 421 4U 466 42A 411 ]66 191 9T.1 4N 468 32! 402 27.E 466 217 396 24.0 405 21.1 311 20.7 4N 23.6 362 AJ 466 12 376 4A f9- 770 IIIw 41.4 441 46.7 AO 362 441 39J 393 32.74413A./ 307 Ut 30.2 362 26.4 441 272 376 :Wg Nt 24J 372 19.1 1I7 21.! 367 16.E A7 17 .6 Uj 11J 441 17.E 351 1201e N.] 371 36J M1 302 379 31.0 332 26.2 376 26.E 334 37t 23.1 32! 20.1 370 TIJ 326 1fl1 ]7t 19.6 921 16.1 1 771 11.7 2N N In 21.0 262 21 N 922 .0 I NOLC -I V[f Anchor Gpeelb Table p94q SIICmw Z7X C=Mc 3N Cau. MCI"CMu FNW CMU p7w000 twa AnChgr Clp Pod-me Amnw Type: 3'16'BOO LMMM yr F=oUW.em at6^ F -1 up-onApgeDdor &7t7 Oco uuracm vP FYO Unrxm 1M' SS FYO a1B' IX 0 UU.cm yr 33 EIW ApgROelar fll.ed Suer (OS) 6128W1 3-um(am "61ed Edg-01taae 111' 247 1 1' I 2-VT 3.17C 1' 2-112' 1' 2-112' T j 3-IM' 2' OAV 0,54' -w EmRm1aX 1a14• 1441 I-v4• 13a• r 1-114' 1-vr 1-1/4' 1-vr I-1N• I-7/r 2 7-01a• 1J'1T fnlo 2 ArchM @ 4.71T Min.O.C. / ShMaO w o0ee1 Cep ft ty 3w tob 450IN 00011. 16" 1.27U pe MO. 354 h9 740IN 374 IN 664 Re "a IN 341 b 442 IN b 4 Arc Wa @ 1.15' Min. G.0 i S1aINE (or 0I6e rap 0:19. 2y 4w 1. 700 IN NN NN WA MA nob WA WA NA WA WA 6B2b 663 IN 1 20 b 4 Arceoe@SM01. O.G ITrl 2a6 Arly. CIg10T4$ 7B0b 7eob m 70BOIN7B76b 540IN Nob WA 76010e 7Ab NDb 1092IN 6921M MBe 1 b f 7uAWA WA WA WA WA NA WA WA WA WA b I AMborI F-M IF1a 5k 166.E 106 6M b 446 b 6?2 b 196 b too ld to got 970Ib 167 e3s SQ m 473 M 170M 223 M was 2Ar1c119re 1.lV YN O.C/F1Yp 0. 69: 2qb 350b NH IW1 WA XA 19)b N/A WA 14A WA I WA 911b 412b b FIGURE 1: 0 FIGURE 3: FIGURE4: FIGURE5: FIGURE2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF . • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTI( CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPRO)CMATE HOLE LOCATIONS USED IN 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•00. WOOD Sit FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.55. ALUMINUM SHALL 6063-TS AND BE A MINIMUM OF .10(rTHICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AN • .D46- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125-THICK AND A36, ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATES #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. A19 V A VK IiAYAI.I r 7 MYJu01 NCn r rV nman.n. pp-) X ( ANCHOR CAP.,„„•„ _ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT LS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 1T WILL YIELD A M WIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 126* X 3.25' X.624' 1.2S' X 3.25' X.624' MULLION FOR MULUON FOR FIELD MULLED UNITS FACTORY -MULLED UNITS U� Z U) .. LU o ��x N a 0 Z Q d N � 7- PRODUCT REVISED as -plyiny wHh the Florida Building Code NOA-Ma. 17-0630.01 Fxpintlon Date-0126*02i '��'• UICENSF'• V( * : No. W705 "'NONAIL(E��. A. LYNN ER, P.E. FL P.E.# 58706 . . ... . . . 411 •• .. .. . . . .. .. . . ....... .... TAR]F Ila • • •• _ • • •_• e • = �. • • • • 11111uNon Cap&W Table Obem') Soo • 00panYw 1"VbrvGdVAIVSpmmNg mLOors) orOponing H$19M (IorhariZwta"para" M4/im) 50 in Wm 701. WM in I Idol. 121 is 1491 1 180a 125 a394 a .B%l RaclepJr LaaOiap TraplTranp. Laadinp R-ngWar l0adry Tap/7dare. Lnaainy R.-, War L.,.. TNpTdep. L4dnB R-M.. Wadny T.OTO rO Loadny Rana.pdar U dap Tap/ru'p. Loan RaGNpWr !-. 6V T npRMrp. ]aaa0lp Warputy LaaNq Tray7dand, Liming Raaanprl U diM I WTrlei9. Lufy P-WIWar LnadNp Tnp/Tr-9 Laad14 Ahaa. TUDe mulion S .. :6 'b n 5 .. }g • s g pap 'E g 1 3 • i _ �a • i�! > e a .� 38 _ fa '0 3a F _ fa - 3 .• fa d fs $.. �a 'b sa 5 fa 1E y 3_ fa 3i C a >: - �� �a 3g sa 3a to 421n 179.01 620 1179.0 436 179.0 744 1170.0 411 170.0 9W 170.0 E06 170.0 192 1170-91 515 1790 11181170.111 521 110.0 IN@ Iloo 521 1ro.0 Ud M0 521 170-0 1735 1 0 521 1TO.0 1943 1700 521 IBb 170.0 708 170.0 624 In-1 esa 170.0 s4 M.0 Bpt R0.7 00 110.0 1131 171.1 W7 1714 t275 170.9 ITT 170-1 1417 ITt* NO In 11W TMO 6Bo 1700 M3 iyOJ SOO IMO 2M 176.0 M 50-MI. 170.0 747 1170.0 60 171.0 895 17&1 631 17C0 104 170.3 04 170.0 1196 174.0 723 1700 1346 IMO 747 173.0 UM 170.01 756 1170.0 1753 MU IM 170.0 =2 1 166 171.01 2301 170.9 74 54 in 170.0 757 in 612 173.1 No 170.1 691 In 1116 178.0 764 IMO 1276 in1 103 1T0.0 U34 11&0 137 170.0 1694 170A 66 1790 19:3 T70.0 W 1/0.0 2231 1�0.4 W1 16t1 2403 IM.0 W1 Win 170.0 W 1700 701 170.0 1043 Imo 717 1ro.0 12t0 170.4 all 1710 1417 171.1 94 170.0 IM 110.0 1% Via 1771 1700 U37 170.0 2126 1700 1063 U8.7 2163 1 .1 is t211 2113 I"1 10® pis 170.9 9N I INA 746 179.8 1116 170.0 650 1711.0 IX2 1 170.0 $40 170.0 141 176.0 1016 $70-9 1673 174.1 'ION 110.9 JIM I70J 1122 1151.5 20W 170.0 11q L745 2%0 1 .1 1171 117.7 2061 170.4 1171 CMir 170.0 971 170.0 7" iro.0 1169 IMI 90 170.0 13W 170E 1902 170.0 ISM 170.1 Mad 1700 1753 170.0 1156 1ro.0 1946 170.9 t210 143.0 1966 170.0 127a 1216 1966 I J 12N 1072 i96i 170.1 12B6 j RN 179.0 tOp 170.0 M 170.0 1276 1740 ION170.4 U80 170.0 1126 170.a 1700 170.0 =01 1641 IM 1"0 U16 138.7 17M 1616 1351 115.4 1734 166,9 136/ 09.1 1734 1 A 1362 MY IM 1612 1 m 161e 170.1 1112 170.0 ST 11111 1]41 Ind 101 161E IM 17d.0 1209 U7A 1656 US2 IM 61L1 1661 161.6 1256 11173 1556 UTA 1251 38.3 1656 In.3 1222 MS 1556 1 3 1219 TLT 1656 121.21 U10 70 in ima 1U1 170.0 MY IT0.0 1381 1700 1116 155./ 1477 1692 t245 13U 1477 162.01 1224 121.2 1477 131.1 120fi 109.1 1477 415 1/91 90.9 1 147r 1161 110 T79 1477 i1j0j 11W W2 I4T1 109.3 11M go!- 1424 1110 U85 I06 116A 1110 123.9 9W 1e1.6 Ilia 1079 351 IDA 1110 96.3 M 75-9 1110 471 922 71.9 1110 90.7 110 562 1110 71.) 891 WI Ilia BJ. Wa M.1 1110 627 Iro %In 117A 975 1203 172 9T.6 ON WIJ 856 B3.5 575 B63 M2 M976 79.6 Boni66A 976 712 517 SLS 375 UA W7 48.8 97S 67.4 7W tl.a 975 13 711 %.! 975 42.3 67 1W in 922 T71 61.,.5 7T1 0.7 6 .7 171 61. 47{ 1.4 771 U.36616.7 771 40 M 41..1 71 4 all 3.3 171 31 . . T7 . aI ] 0.0 6W W.1 70 S63 40 U.3 730 49.9 631 121 AO t5.0 622 37.9 ap 41.1 6U 316 7 1i 60. 9 figs 795 Wt1 1YW fi{ 43 b2 3 024 392 . 7 b3 30 414 2.2 210 624 27T 619 ?IA 4 /. Sol21 W4 3 3854..01 46W6 219 29A 39s a 441 7 XG 712Dn ad Tel 17.2 477 42 374 TALI C II. AnchorCapacky Table ([be) - - 9Waaale 27RO]rcau &xCanr I haliaacMu 11F01e0O6u FTWaaO I metal �Arc1,Q MclaorC Patd6m6 Type iiti•13couQm yr Eta uaacm YIP Elw us- Y16'BLo ulram yr i3c0u0r4cm W SS Ek ��� 976• F3-1 uma6an yr 53 9m A®e0ear MU - sae. sr,n. JII31Baf20 EOQOrIarceM 1•2-v7 I- 2-v7 &ve• r 2-v7 1' 2-v7 2' ,IA' 2' GAS. 0.9rEMd•nrit Idl4' I VC IJ/4• 13rr 2" 1-ve 1-vr 1-1W' 1-114'1-f/4' /-Vf 7 U3B' 1yY 2 Am" 60 471r Wn O.C. r SI•Cac u Ot5e1 ap 0i0. I) 3001» 3W It. 45D 176 99011 164 13 710 au 2W sm 354 au 7401t. 374 N. 66491 946 6a 741 me 4421m4 Arc0a9 ®1.15' NOL O.C. 19m aW (or OEM 2I •r80ara 700 m WA WA WA WA 300 MR ILIA WA WA WA WA W2 •e 615 b4AWM®TMh O.OI P721SAIgleClp!/Oa0.3) TBO Dr 700 Y» WOYx 15®be 1W6lea 610 as 59X 1a NIA IS01ta 7461a am b1 low W. W2116 9%ft I arcroe 0 0.54- Min, 0 C. / U-Cp 600 .IW AkM (Fly. 4) NM WA WA WA WA NA WA WA WA N/A WA WA WA WA Y, 1MI10r/Flip pTy 3X 105p IW Aa 275 as 445 IN CQ dad =1W 140 N6 1771N 370IN 18703 3321a 473m 170 a6 221 Oa IN 2MCMr] IMP MR O.CI 0 240W ]SOb NN WA NIA WA 190106 WA ILA N/A WA WA 311 IN 442m h (DP-) X ( WU10N'u.f)_ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. or: S K 2 r 0 Q z N O W H co a U ¢ O i s Q z Xn 4€'O U PRODUCT ISED as complylag Building th• F6orlda O • Nt3A-No. -0630.01 6/2021 Eipirstfon Dab By 1250' FIGURE 1: FIGURE 2 TABLE NOTES: L • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR I ORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ALLOWABLE FIGURES: ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3•�' \ �a�•' •• �/ ��i CLIP MUST SHE 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE L T10NS. �'• No. 58 •�� IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HO WAND FIGURE 4. FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS TM G�80. D SHALL ' BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.100"THICK. STEEL STUDS TO BE AMIIN UMGRA I11 AND 824'I•ULI�*�] .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND q3h. ALL i 1�31''• OR5 •'GN��� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TH MATERIAL �/ S _` ,, '., BONA\;111 � p10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 1&S S.S. OR 410 SS. 125X 394" X.624' A LNwN N k, P.E. MULLION FL P.E. 705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 19A 0n a c Iaom BOAC' OBar11w vl f M (for Na11�eM`6R60r1ou It"iorn) or Opining H•iytht (for ho112D1Yeksparp3rlp m1890fM) mh me1 • >•h • • •Ipy -- 120 i7 1mY 140Y R°°WpJr TyYOfm{I, IhcWWu' rspf711ww. Ra°tary84r Trap/rBfip. 11ec1>prr T�p7,wv gOpyWt TI•W7AW. p�pp•W9. Tn0/Mrlp, pAcmvdr hap72•BC 2x4x15 ISWrip ta9Wq laadnp lu•,w lsadra 1r�V WWiq t^a•r9 lamp 1mh IV�1• 7�gR�YnO lwmWip L9a00Y �•l91Y tar.l➢ lBOeiq (.ai• Laai• Mulbn �• �g� Tag • A91m Tuba � II T-1;Thal Lntlq LBOdIp 9�� g} 5a� ITI sad smn4 s tlh 170,01 670 170.0 435 170-0 744 IRO 1 A Y0.0 A. 1�� /19 170.0 itte 170.0 521 1A,0 1240 170.0 621 170.0itee 1T0.0 >21 tA.O 17m 1R0 '+i1 1R0 1987 1R0 521 48h IRO 709 170.0 524 IAA ISO 1A,O 6" 110.0 W2 170.0 00 1R0 1333 10..0 W 170.0 1275 IRO 077 170.0 141T IRO sm T70.0 17W 170.0 am 170.0 1W3 170.0 6m 170.02297 1R0 em m-&sy IAAI 7a7 170.0 561 IAD ue 7R0 0]1 IA.O 104e 170.0 W4 tM.O 1195 tA.O 727 170.0 1313 IRO' 747 170.0 1494 170.0 756 170.0 1797 170D 75s IA.O 2092 IA.O S/h 1R0 797 7W 7,70.0 27/1 1R0 758 170.0 612 fAD 965 1R0 61f 170A Itle 170.0 754 1R0 195 770.0 907 17a0 1434 IRO ml /70A 7594 tA0 ate 1R0 1#13 tA.O all tA.9 2231 IRO I01 170,0 2Sm tR0 '661 fi0w IA.O /I6 170.0 At IA,O 1063 1A-0 197 170A 1240 1R0 I70 1R0 14t7 tAA 944 170.0 1- IRO 8% 1A.0 1T74 1A0 IU33 t7C.. 2125 170.0 f06] tA.e 2479 1R0 1063 1WA 2J80 1R0 1063 W h 17QD 9m 1R0 746 1AD 111I 1AC 160 170.0 1302 1T0.0 940 1R0 1498 170.0 1015 "0. 1673 IRO 1076 f70.0 IB59 1R0 1722 -1 1R0 Ail 1A.0 1168 100.T 1557 1R0 "--D 1189 170.0 9W 170D 1764 IAA 1002 170.0 180 170.0 1006 IRO 1753 1A.0 rc 66h 1A.0 WI 170.0 7W 117/ 1459 256t 1R0 1771 1155 170.0 1944 17a0 MO 170.0 2771 170.0 1275 15/J 3437 11.1 12m t02➢ 2437 1R0 i2m 3 ]2h 1)0.0 1063 170.0 178 fA.O IAS 7R0 10W 170.0 1{00 +7a0 1126 1R0 1700 t70.0 1A0 17a0 t913 IA.O 1313 /A.0 2175 1A.0 1387 /43.1 21M 170.0 1480 121./ 37N 1A.0 76h IAA 1122 170.0 q1 t710 1346 1R0 10m 170.0 1570 170.0 12M 170.0 1994 1 00.0 1>22 14&1 1521 109.T 2184 17Q0 1330 $M I70.0 1421 144.6 1960 IA.0 1m3 Me IND I@I.I 1548 1061 TM 13/,0 1635 92A 19W 1521 1571 3 7/h IA-0 1131 1T0_0 167 170.0 77H 170.0 1118 170.0 1611 170.0 1T30 170.0 1142 tA.O 1769 1327 1661 f70.011474 137.4 1861 f011 tOm 114.6 II61 147.3 1473 ➢62 1661 139.5 mh 1AD 1320 170.0 IiM 140./ 17p9 1340 1278 iT7.e 13ID 170.0 1196 1t 1./ 1]90 me 85.9 1881 137.8 1451 121.7 117p 9Q! 1396 1102' 1182 a#-5 13W 101.6 1147 743 13W 89,4 1122 •3.6 13N Q7 26h 147A 1229 151.5 to" 122A 1229 127.6 1079 106A 1229 1112 1 003 56D I= 782 f0N 1061 11 1229 98.9 to" 11.2 1229 09.6 1029 711 1121 I24 1018 61A 1271 712 W3 R.7 1728 eye IMh 10]S %1 1041 I77 977 46.1 1229 62.1 W7 I63 %1 60.0 882 74.0 971 173 I/9 84.7 %1 Be.a 9]7 67.5 671 61.8 SM 51.6 171 W-5 815 411 971 49.0 ]W 37.0 %1 M.0 702 324 %1 111 h 10.4 919 %.] 912 79.5 919 51.9 619 W.1 919 A.p /Ca 56. p19 629 7p4 53D 919 50.7 784 47,7 916 S1J 774 70.7 %9 M.6 7Y ]4.1 tl.8 771 919 402 170h 753 766 M.0 710 QI 786 a1,5 703 53-3 7m 53/ m5 472 716 49.4 5m 41.9 786 NA 8T7 ]7.7 705 40.6 as 31A 742 29.0 919 77.1 732 7m706 91.0 1Nh 4J.7 64e H2 004 36A 540 37.0 4W 37.2 648 31A 48t 27.3 Si 20.2 486 243 646 25J 47➢ 21.8 548 22/ M1 zs.e 7m 20A 631 47{ 142 610 1p.3 464 15.0 540 172 TABLE 12B 465 13.7 546 15.5 448 Mchor C--d TablefIbs ------ ANCHOR CAPACITY ADJUSTMENT FORMULA: &:m19 th IbrcIW 334 Car. NOYw CJBU FYq p1U Pf W0m ANCHOR CAP.,, l (DP )X( CAP.,•, 71r Eno Laaxm yr Enotim-m V4•SS Etc snr Eko 174•SSBrs 010Stea s1291a91 •12 awel MchorCllp PanamaArxMr Tyyc yfe Elro utlam vrl9(oU1wm urt MULLION CAP.,e„„/-ANCHOR cDm° A9 .GO U1w(m A99w(" Stwa Z) Sctr F+5) Scrcr dr••A E069 O199rte r z-vr 1• z•1rr s1re• USE THIS FORMULA TO OBTAIN THEANCHOR r 2-11l 1• z-vr r Sllr r 0.4a• air 6.3zr EnUe•eo➢ki 131r t5e F&4• Ive 2• 1-va• 1-vr 1-w° CAPACITY REQUIRED' CORRESPONDING TO AN 2ArNIl1I1 7-vr i-v4• 1-vr 7 1-]•e• Iyr valet NB O.C. / 6e9rda0 tN Obel CYp O`4 i/aT 390 b 390 b 4m b mo b 1644 b 90 b 2801. 354 ACTUAL PRESSURE REQUIREMENT FOR THE a 2-6• b Lt. %4 b 6:4 b9 04S b 311 b 4{2 b 360 b 4 Art W9 Q i6r 34h O.C. 7 5t4r10p0 (°r Gael) C(p 01¢ 37 7a b 743 b 630 Its 1465 b 1424 In NN OPENING, WHEN R IS LOWER THAN THE MULLION Sm b NIA ®311N Nrw em b WA fD21Qf /m b n20 b 8Arc0ns Ot7t•Min O.0 /9iMmi08)r (ya40 C401¢4j Bmb O50 736b tB46b WA NAA CAPACITY (FROM THE TABU OF THE SELECTED 703b NM 7901m INA WA NrA 10221m t39b 1WOb lArclp9®SMK O.C.1 2x7 Ally!gpsIP10$ 7mb b 6m Ii 15Wb 1896b b 5mbs MULLION. IT WILL YIELDAMINIMUM ANCHOR MULLIOCAPAC3. WA 7W Im 74Ib 010b tg2b ®20n emb 112'7b 6Arthx1Qr4h O.I Al2 CJ•s/ 7) 17Ab 1fAb 10'40b 23tlb 1/Nb WHICHMAYBE USED To QUALIFY To QUAU 840•D NIA /ttlb 1f22b 179b 2B�b 10221b t3Tlb 16B0b UIV I 9Arc Mn®tA/'Ww. O.C.I Yu tTTA9.- 7) NU WA NU WA NA WA ADDFNONALANCHDROPTIONSSED WA WA WA NU WA WA NIA WA 6 Artro(6_00.61•MIn. O.C.fUCp, W0.129 AmkM O'168F NU wA WA WA ANCHOR CAPACITY NIA NM WA NM WA N!A WA WA WA WA 21 b 2 Arc1m 426r NA O.CIF4Mft 3Ab 3Ab 3i5 •a 7Ub 7f2b NM 2mb WA ]/81m WA 4tlb NM 9111n l/2b 660b 3Artrc» 17t•NW. O.QI Falp(fi,1. 107 443DS 37_`b 3Ab %9b WA NM 963b WA 3mlm WA WA PYA Otib 6&b etlb NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN ANn sNrunlT vru •,« .� .,,� ........ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURE 6: FIGURE 6: FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP (FIGURES S MUST BE USED mo W PAIRS. w wr. (,-::) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES TO Be DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK 111 (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PNE WITH AN SG OF D.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND AW. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. $10 & #12 ANCHORS INTO WOOD, A1AY BE STEEL, 1" S.S. OR 410 S.S. PRODUCT REVISED an complylnY wltb th• Pbrid• BuBlllnp Cod• NOA No. 17.0630.01 ExpimUon Date 05/26/2021 ey Miam Ird Product Control LYNN • ''.o 11 * r No. 5a705 i �s''•:c�ORIDp.••'C, s�ONAL E A LIII(IN MIL, P.E. FL P.E.# 5870-- m . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . _ _ _ • • • • • • M IDA" o' Table babe= • • • • Qpanwe Wdth (tar W Iirseyapal : naSons) or Opankl0 HaloM (tor hx=rk&papertiro milt!•) so In 60 kr 761. • tolh • Nlil 1o01n 1201. 140 in 1001. 2x6x.26 R.ctenpllr tA•dro T1ap7Tn•Ip laadrr9 RKt.VU.r LodnO ThWTrien9. U9ad11p R•el•l•d•r L0ad110 Trq Thlh". LoWng Raat•prler Laadnp T+WTMV. Lwdro Tbcmlp" Laedro TrWTd•g. Lmdn9 Redsloier Loadn9 11W01.19. Lmft Reeraplr LaarY. nopff N t0ada9 RAWmquar Loodro TadTller•. lned{70 lo. in4ir 1A•dr• TWN-p. tAaro Alum Tube MIIIYon tZ a 6 E i2 F' i> L• IS $ •g _ yF@y _ O d Ya V up • _ Iia a _ 'g�.. 3�a, F Yg as.-. la yga v r .. '�'a, n a 42 Ln 170A ON 170.0 435 170.0 744 17n0 479 IT" 809 170.0 506 170.0 OB2 170.0 51B 17CL 11111 1 170.0 521 170.0 1240 17U 621 17U 1400 170.0 521 1m.1 17361 170.0 1 521 1m.o IBOD Imo 521 48h 17n0 708 17(L0 $24 170.0 850 170.0 SM 170.0 697 1710 MO 170.0 1133 Im.O W 170.0 Ins 170.0 an 170.0 1417 170.0 Sao 170.9 t700 170.0 600 170.0 1W7 17a0 4.0 170.0 T167 17n0 bw 50.025In 170.0 747 170.0 593 170A 00 170.0 931 170.0 10" I n0 684 Iro.O 11W +n0 7D 170.0 1345 170.0 747 1m.0 1404 i7a0 756 170.0 1793 170.0 759 170.0 2042 I70.O 750 170.0 2321 17MO 756 S4ti 17IL0 m7 170.0 612 1T0.0 950 tm.a Oat 170.0 1116 170.0 754 170.0 tI75 1m.0 aO7 170.0 1434 170.0 ab7 1700 15" 1A0 aW 170.0 1913 1m.1) 861 170A 2231 170.0 Oat Imo 2W /70.0 m1 40in 170.0 US 170.0 M1 1704 1082 170.0 797 170.0 1240 170.D a7s 170.0 1417 03.0 044 170.0 1564 1mA 0W 1n0 1771 170.0 1033 170.0 21Z IT" 1aa3 170.0 2A79 In I 1m.0 ZW 170.0 1003 631n 1m.0 930 170.0 745 IXD 1110 770.0 4W 170.0 1302 17U 940 770.0 14aa 170.0 1015 170.0 1673 170.0 tom 170.0 1859 170.0 11M 170.0 2231 170.0 1169 1n.0 26n 170.0 1171 tm.0 2075 170.0 11T1 W In 1m.0 974 179.0 70a 110.0 Ilw 170.0 ILO] 170.0 1384 170.0 +002 tm.D 165a 170.0 IM 1700 1763 170.0 1156 179.0 1943 174LO 1210 170.0 21M 170.0 t273 1m.0 2n7 1m.0 i2w 17LO 3117 170.0 120 c 72in 1mA 1007 170.0 ne 170.0 1275 170.0 1000 I nD 14aa 1700 1120 170.0 1700 In, Iva 1m.0 1913 170.0 1316 1mA 2125 VU 1367 170.0 2W 170.0 1488 170.0 2975 170.0 1=9 1ro.0 34M 170.0 tsao ' 70 in 170.0 1122 170.0 SW tm0 +346 170.0 1DeD 170.0 1570 170.0 12M 170.0 1794 170.0 1322 170.0 2Dt9 V0.0 110 1m.0 2243 1mA IWO 170.4 262 170.0 I= 170.0 3140 170.0 1694 1m.D 35e9 1m.0 1705 2 70 In 170.0 1151 110.0 W7 170.0 INN 170.0 11t6 170.0 1611 17" 1250 170.0 ISO Imo 1388 I79.0 2072 170.0 1474 1m,0 2302 170.0 1584 170A 27Q 170,0 1700 170.0 =3 170.0 17n 1m.0 3Be7 170.0 1709 90h INN 1320 1mA 11" 170.0 1544 170.0 7320 170.0 1359 17U 14W 170.0 2125 17MO 1aW 17&0 2361 170.0 1793[43 2B5a 1m.0 1910 170.0 31U 17U 2125 150.0 NI7 170.0 2273 1303 N17 170.0 D81 Wn 170.0 1{1T 170A tl32 1T0.0 1700 1m.0 14N 1m.0 1003 170.0 1022 1m.D 7A'7 170.0 17D1 1mA 2550 1ro.0 1%2 2a13 170.0 2005 1a0.0 71N 170.0 233e 197.1 3f09 1W.6 24m 120A ]1W 1'AI 2A2a IW in 170.0 15Bt 1m.0 1109 /m.0 1913 170.0 1547 170.0 7231 170A tam 170.0 2550 170.0 2075 164A 2711 170.0 2271 2181 161.9 2W 123.8 2781 140.4 =1 103.0 2781 125.8 22N 92J n01 110.0 2100 111N 1T0.0 163i 1m.9 7451 1m.9 1908 170.0 1Ttp 170.D 22W 170A 1072 170.0 1021 1m.0 21"-2 IS1.0 2832 1029 22/5 2672 140.4 2210 H7.0 2032 12a{ 2189 97.a 2b32 115.1asA 12872 100.3120M /m.0 1771 Ina 1506 170.0 272s 170.0 law 1544 2M 150.0 ISM 130.1 2252 14L4 1961 120.1 2232 1272 12M 2252 11a1 1615 B0.1 7152 99.8 1072 772 2252 aa0 1030 OT.O 2252 a1.4 IB06IM 1n 125.1 1564 126A 1415 104.3 1584 1aa.1 1423 09.4 1561 913 1437 782 15a4 00.7 1760 aaa 76N T1.9 1]73 75a4 ail I- 621 1504 Sa. 1330 44.7 15N IB2 1306 39.1 1581 44A 1203 MCLC IJO A.chw CapackY Table Ib 2.TL 04c 7.5kfama. Hw-cmu F•ed CWJ PT WoodYfr AlrAa Flea Ulaecon iA•Ebo UI•erm Eb• l�Or- 3'1r Ebo Unraroa 1//"Elea t4traaon 1/4' S8 Eb0 AWI.O•I• L18' Beo UK-- 1M' SS Eb AW.Ga• Mo aw ar p5) 01251ad S.-Bi5) e12AnchorC6pPadoms 5oea(G3) EOpe Mi• 2.1? V 2-I? 3-vir 1" 2AW 1• 2-UT 2' 3-VC 2' 0.4r 1w 0.52P• 1.1/1• 4�;7 1a/4" t.'04" Y 1-1/C 1-1M' t-V4• 1.1M' 1!A• 1-1rr1-w 14W2Mums®{75•I4n. O.G IY.alfdaM aO6Mt fXp D=ob Q4.6r LI.40.0.7 SIaW.d 1. 060 C110 Ard- a 1.7r kth 0.G / Sb1Ad•d (Or Oae.f) C� a1M 39ab b �, T00b HOO lb, 450b 4Vo IW 1010 b BBOb I790b 2595 9s 18Hb 3232b WA 2mb 540 ba WA 2qb swb WO IOe ]64b nob WA T4ob 1490 ba 7005 b 374b 7461a WA 6Nb 1272b WA 01eb 1l02b WA Ntb 042bthe 1363 b 442b 1770 the SaDbAnaP.df t720ba 2240 as 4 AneMe B ]• atlas O.C.1 R12%5 Ao0. 01,1/ 11. 31 1. b m0 b 6801. 1560 b Maw b 540 ba 560 b WA 760 V. 74B lb0 mo b 7W2 b 062 b 6B5Ib 11230. eAnclwa®Y44AO.C./1212x5An&CNa./0`19.9k tMI. 15M1. I300b 310b 5792b 1Ca0b Jimb WA Ismb 1496ba 1T00b0 37541be I=be 1T70be 2240b 12 AIr4Mn 13• Albr O.G / M 235 An& C2pe / gig. n 1660Ihe 2100 b 3T00 b WA WA 1320 b WA 1500lba - WA WA WA 2015 p 2654 be 3300 b F' eT WA WA _:!SIX WA WA WA WA WA WA WA WA wa WA WA 10A 1430 b ANGMVH GAYANI T AW V51MItl'11 FVRIauL.I4: (DP,-) X ( ANI>iOR ...1 •ANCHOR CAP.,,� MUW USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 11 WILL YIELD A MINIMUM ANCHOR CAPACITY WIIICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4 Ar•nora Q 1.N' Al O.G / U4Yp. Yea 127 Aan. • O Arcnon 0.64•MIn. O.G/LLG7p, Into .l2Y Aa•r. /Ip. OY WA WA WA WA WA WA NA WA WA WA WA WA WA WA 2aa1b 1�2000"---i tAldfea R4.W'Mn. O.O, FCrp 6k. 10T; 70Cb 700b 450b BBOb t618b 2/0b 290b 934b 7{Db 974b 6%b 91ab Nt •a 441b 5e0b 4 AMIIOIa ®1.71' 14n. O.CJ F-C]W F4. i tk! 500 b 100 •e 5"/. b 7290 b WA 7YA {m b WA 'll7 b WA tYA WA 002 b BB5 b 1120 b 250" NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • LOADING. SEE SHEETS 24 FOR GENERAL INSTALLAT ON METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. • • 0.000' • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 5: FIGURE T. SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRFSSLRE-TREATED • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' MUST IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THCK (18 GAUGE). STRUCTURAL STEEL TO • • • • • • • • fl USED IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW YX0'X2S PMRE THREADS BEYOND THE MATERIAL. #10 & i12 ANCHORS INTO WOOD MAY BE STEEL, 1B-e S.S. OR 410 S,S MULl70N PRODUCT RI as eemolring w Building Ood• NOA-No. � lxpImtl•n Dat• FL A.IP.E. w LU x w cn 2 F . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TABLE 14A •MUYonCa nity Tabla • • • • OP-09YApth(Tor-±:!6k- 501n mWlarr)or OpanI gHa19M(for h342ix1a0}8paf31rp msors) 12V a 2.11" RaglarpWat wdlro Tre{YTdaa. teaa.y RaohlaUv Lua4ap laWT11.4 Laoap Ractayerlr Lualaa TreWNam L-"V •�� RatlaauMf Lowy • TmWfara Lmreg DOh Rr<taWNr L4a08p TraWTeaa Loaarp 100n R4ebrlpJar lnatltg TraWT q�ry. Laa*Q �Oh Ralaailar LoaoBp TuNOts10. L-ft RegW�401T1 L"ft Leaarlp t80 Raclatawhr Lmolrq a1 .126"umTUDa641tY Th TI- T11 '�-. '� _ '� �.. r t il tall A! i I il TJ! a af 42n Mh 1442 90.6 527 4W 18T0 100.0 Q8 133 12A2 80.5 Me 403 144 9l7 i1➢ 323 VLO 89.0 1 403 Vag 88A 04 320 80.4 am 4M am 81.4 "1 317 BOLL 63.7 dZa 403 1341 MI 411 315 721 526 1341 41l 60.1 61' 1311 alt 81.6 828 13/.1 411 4S1 33 134.1 411 37{ 9a2 403 1a6 314 50.@Sn a23 3ta ➢LD Y11 84B 7R h� 294 50.8�318 362 -2 I86 -1 SB3 646 284 490 H.2 403 962 70.8 038 314 2E1 40] 343 4Ri 9B2 70.E 836 3N 2B7 34.8 21.4 4W 70.0 a7.e 918 2M 7�.t 53.1 267 218 6GB 41.2 31e 25a Bl2 43.7 2B7 214 4y5+W7255 363 318 w5a 636 372 29 W 37.7 310 648 230 31➢ 318 YS 21 2G3 918 4➢.t 2�8 34.2 3Bt 318 4➢.1 26325736263 248 21.2 318 4➢.t 283 24649,5 W in 427 231 I5.6 �0 35.8 234 38.1 195 30.3 TU3 268 340 2N 247 254 33.4 203 2a8 258 322 2H17.7 258 322 201 1&5 268 322 201 65n 213 3➢.4 1B3 2N 31.6 1® 217 2N ffi4 105 21.4 234 2a0 1. 17.8 234 25.6 183 15.3 234 215 1m 13.4 2N8.5 /83 371 30.1 165 31.0 21.9 2t3 17➢ 037 25.8 179 152 205 2DA 213 179 23.2 17.9 213 179 77.0 20.3 173 I47 2.0 15.9 213 179 2S1 1l.7 170 t45 10.8 213 23.7 IN 1SS 213 $.2 167 13.3 2t9 22,0 1B6 11.8 213 220 186 7Bh 24.3 i61 25.4 140 203 181 21.0 137 17.4 161 19.0 136 142 161 17.0 1. 78h YS 162 2fl3 Intfle t52 1a9 731 16t 152 190 128 TABLE 148 slOnmiC .0 2.73 nw a..paclq T3.9k Cas. -Et. iaa• peal Ho6n9 CMU FIIaO p1U PT Wood Meta Mchor CYp Pat•ma Arc11➢r TYLr a16•Eko UVdr01 Vr Fholamtm yU1➢Cr S116'Ek0Ua1Kx1 L'C Eft Uearon WSS Ek05/18•Eko VC99 Fko 410 SIad 012 aT®I f125W Eg78 Ca1arce' A99%3d. Lft- AQWa et SLa:r (CB) screw lc6) Bra (0.q E1BOnrr2 1• 2-/2 1.9'4• iS•C 7501ta 780 G r ?1? 1a'C hYC 6N 3-tI8• r 1' bt? 1-11r 1-V4• 1• 2-V.- 141C . 1-144" 2' H1C 196' 1-vrr 7 2' OIP 1-318• O.SC 1J'8• 0.32C 1Bbey 4 A,.h- ®7 Mh. QC. / 2r 5 G,ps / 1) . It. 1W an 1®6 as S10 p 650 ea WA 7®'Ba 748108 B8p 1p taD210r 662 Cs 88y p yq0 py TABLE NOTES 1) SEE SHEET 1 FOR LYSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWR OPENING WIDTHS IS ALLOWABLE • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21 23. ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SURSTRATES: CCNCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE S063-T5 AND BE MINIMUM OF.125• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO .D45• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST ,125' THICK AND A36. ALL ANCHCRS INTO METAL SHALL E)(TENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #108 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. nn w 3lrewrlI 7W IMtNI FORMULA: (DP_) X/ANCHOR �.""'", .ANCHOR CM.,,, `MULLK)N CAP.,"a„.r USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMEVT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, cn Z 1 O LL = v N 0: 'o g v, 2 F J¢ W lD ~ M LL a Ul Z 2 (ni _ j _Z 1( U ¢Z i Z U3 N Q W oco F X Z N ro co r InLLI R X Y Y u ~ N � v) p vN p g Q a IZ In h 904 8 � PRODUCT REVISED as comp)rinp aatth tha Acrid. Building Coda NOA-N . 1743630.01 Explratlon Dat•0512612021 By Mfa aQ ro uct contmi `.�a�NY LYNV •�,.•LICENSE •; �� * : No.58705 AO M-TE �INAL' 11E 011 A. LYIG MILLER P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . • • .. . . . . . . . . . . . . . ... . . . . .. . TAR[ F 15A • • • • • • • • • •fluMonI paoity TabN baA17 • • • • 4-49 th f� 111tB1arm) or Opening Height (for Bolo: falyep4 ng nulfar) 50M W;,• • • n1h • •*is • twin 1mh I 12a1. 1 1401n Ieob 32' 30 ft.-Oft jd I.P -,& L-*V _�' 745G•pAa Lm9 T-wrO.40 Ladrp fiecYnp4ar o"m TfWTda1.9. L-ft P•aIqL4r a64/ Lodm W.010 Lad• Ud/ PN6n�. L."v NAr� 6-ft LyTa ftmms Lop Top01vY Lab• -.W"U 0 ALBAYAUL dg tg$ • a f � � I ri 7*f1 s. ' 1 4STn dmg �iv 1111 ag 1 o H 42 in 170.0 640 170.0 436 170.01 744 170A 473 170.0 606 170.0 506 1170.01 092 1T0.0 612 170.0 1115 170.0 WI 170.0 1240 170.0 021 IMO 1 1460 1 170A 621 170.0 1735 170.0 5M 14%1 1740 170.0 521 44In 170.0 101 1 Iro.0 524 170 NO 170.0 NN 170.0 962 MA 00 170.0 1111 IMO III imo im ima 077 170.0 1417 IMO 60 I= 1522 170E 60 130.3 iM2 170.0 600 1142 1522 170.0 00 50.1261n 170.0 747 170A 60 17D.0 a95 170.0 MI 1700 1046 170.E 684 170.0 119E 17D.0 723 170.D 1345 170.0 U7 1642 M43 1170.0 7M INA "0 170.0 756 117.3 1442 IM0 7Y 1026 1443 IMO 756 541n I70.0 111 1 170.0 012 170A N6 170.0 001 170.0 1116 170.0 754 170.0 1275 170.0 m IS0.4 130 170.0 037 144.3 1353 179.0 VA t20.3 1363 170,0 111 1433.1 130 170.0 851 90.2 1353 110.0 a61 0In 170A a66 170.0 701 170.0 1063 170.0 78r 187,0 1213 1760 670 146.1 1210 170.0 944 t20.9 1213 159.5 m6 116.9 121a MI 924 07.4 IMI 740.1 913 0.5 1216 1461 1 013 73.1 1218 140.1 013 63 in WCA 930 170.0 745 170.0 1116 170.0 869 11W 166.E 9U f31A 115E 153.0 9U 110A 1150 141A Bea 1061 1150 1342 Sao 57A 1150 125.7 971 75.1 1160 1262 f70 65.7 1150 1232 PO Win VIA IN 170.6 7" 132.4 10N 166.8 UI 1045 145A aft 114.3 1045 133.1 060 101A 10" 1214 63e 21.4 IW6 116.6 aW 762 WO IM4 821 115.3 104a 1062 816 57.1 10" 1062 014 7210 140.8 M 147A 764 117A 00 121.0 TO r10.2 Bm 110.5 7x 560 0a0 f00.0 772 rig Oa0 920 713 70.4 60 062 7m SLT 50 792 a0 50.3 M0. M5 Na 44.9 10 76.4 OU 3J 761n 116.7 7m 125.1 400 60.1 7m 100.4 076 7m 14.3 W3 74.0 7W 53.9 062[211.4 7m Me 643 $0.2 7m 71.7 05 45A 790 61.1 624 7m R.1 111 11A 111 61D 011 7a In 1t0A 730 113.5 057 M3 750 9L1 ON 760 U.9 6T4 W.2 700 T7.1 621 750 70.6 612 55.4 7m 067 006 442 760 WA W4 :,1 39.8 70 552 IN 34.0 70 55.5 IN 10 In TL1 353 M4 IN 0.1 50 111 491 543 NA 463 46.1 50 469 11 475 50 44.4 4sa wi 5w 4a5 4a2 =13� 50 352 452 26.6 60 33.3 445 2" M3 31A 442 Nin 59.4 490 61.1 443 465 495 51.5 436 42-4 405 44.2 427 37.1 05 U.1 431 496 34.1 445 29.T 40 332 409 2La 4W 29.1 400 212 495 20./ 3W 15.0 4m 25.0 3m 1061A 41.7 391 tlb 36J x.0 791 56➢ 34e 79.6 >ol ]1.1 x2 76.1 >91 ZlA a37 361 24.9 333 30./ 381 2LA 3.28 17.4 3M 10.7 321 14.9 361 17.1 315 ill i, ss4 370 392 311 32.0 370 1W0 370 Z/.s ITO 2e9 325 24.0 370 267 ]20 3ro 22A 316 192 370 �.0 712 16.0 7ro 1&1 305 I iO In 70.1 317 m.9 7aD 26.3 717 260 2N 21.7 317 2Lf i00 19.0 317 10.2 276 317 17,9 2I3 144 n 17.6 220 17.5 tm I TARI F 1SR Anchor Capacity Table ba Anchor Ctlp Pabemt Stdsialc NrJin TYPE _ 2.76 Ca4nr41a Y1r Eko U1tra0a 151 Cane. I 11060• C1Au Fbbd CMU PT Wmd m" 1H' FJoo U14oca 11r E7co UYKor1 Y1r Elcc Ulm- 1. Eko Uhaeaf I1V 53 EW �, �r 11r Edco Oda IWSSEa0 AMNeGOMf 8103Wd 13- ow A126WI s- r.5) a12 ald 8- M) Ecbr 000-(a1l 1' 2.112' 1' 1 2-V2' 3-Vr 1' 1 2-W 1' 2-1Q' 7 3.1l6' 2' 0.4r 0.54- 0324' E.b k-1 (In7 1-Y4' TW 7.WN• 1 mr 2- }1 !4' 1- w 1-I14' 1.114' 1-IA' 1.11 2- 1 3/T I� rrira 2 Morva Q S M]t. O.C. l R) 2.5 Mob a0r l (F79. 1T xA tl 390 a4, 4m a. NOP.1T0 Yr 270 Yr 2W IW 331 Me 0e 374 1os T20 W we R. 3411. 442 W. 50 Ss 4 Arch- O 3.5' Mh O.C.1 (2) 2.5 Mob CfpO / ft. 27: 750 b.10 b 790 ea N70 0M 2575 W 540 b SOD 16a WA 1120 LLa 7461b BBO 0• 1692104 iB2 b 605100 1720 L. a ArKt 2.71' Min. O.C. I RI 2i5 M01a Q I Gn7. 3Y I720104 1I.. - ea 22461b0 7251 164 WA NO lba WA low 6a NIA 1321 b. WA 1022 W 1727 h 100 b FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROU I"-FLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORK LA_ (DP ) ,y ( ANCHOR CAP.,,,,,,,, AN CAP.- DP-) CAP.,,,,,.,,,) USE THIS FORMULA TO OBTAIN THE'AN OR CAPACITY REQUIRED' CORRESPOr•1DIN TO AN ACTUAL PRESSURE REQUIREMENT THE OPENING. WHEN R IS LOWER THAN TH MU LION CAPACITY (FROM THE TABLE) OF THE S TED MULLION. IT WILL YIELD A MINIMUM AN CAPACITY WHICH MAY BE USED TO Q ADDITIONAL ANCHOR OPTIONS FROM E ANCHOR CAPACITY TABLE 30' BAY MULLION 13.27 50' ii WIZ so w f w � o � w H C3 cis Q m a O a Z 0 �� PRODUCT REVISED as complZing with the Florida Bu114Bng odo NOA-No. 17-0630.01 Expiration DatoOS/26l2021 By Nlam • Product Control 111111 r11f/ Q' No.58705 13 O SATE �44 0NAL A. LYPILLER, P.E. FL P.E.# 58705 Q7 .. .. . .. .. . .. . . . . . . . . . . • •a• . . • • . .•• • • . . .•a - --- - • • • • • mu ckOTable ObTJR2 • • • Operinp YOdtlb(fv's1ti -rig ) or Opening H•ipht (for ha1mnWhh�WgrFirp mL&m) 50h BON . • • aon •ao • 00n 100h 120n 140n 160n 3.26" 46 Rwb pW m Lmi 7Rprrd6.- ImON R.,.%4r Lod V Trq.7rwp Lmmi Ra4."n Lr•ml9 TWnftKp ludn9 7ieOtil6r L.W.9 T. T6ui. LOamW Pe`1Wr Lae00i hynbV. l d R d&Rp4r L•IQnp 15."nW lcam0 RaeWWJt Load1N T.WW-V. Lr41i ibeh rgAu Laam19 T.WMW lmdep R.d.nVYr lmdri 7uprrnw9 Lodi DEO. AL BAY NULL s•.a .. ! °3 z 1 • 41. c3 a $'_ 4i g F L • s a r r _ �•_ g 'gr_ o 'prg_ 6 LS g �.. �' 'a� r3 £a d e Y.-. laS cS e` Q h 170.01 620 1170.0 4M 1T0.0 744 170.0 478 170.0 IN 17 MI 5W 170.0 992 1170.01 M9 170.0 1114 170.0 0 170.0 1240 1720 521 17D.0 7408 1MD 521 170.0 17-A 170.0 3M 150.3 1671 17a0 521 48. J70.01 70e 1 170.0 524 170.0 BW 17UO 6N 170.0 912 17U 630 170.0 1133 170.0 681 17CO 1276 170.0 677 170.0 1417 1730 680 1163.7 1637 170.01 680 140.3 1637 170.0 MO W-11 1437 170.0 OW 50.825n 170.0 147 1T0.0 W3 119.0 896 170.0 031 170.0 1001 170.01 04 170.0 1195 170601 T23 I 1T0.0 1345 170.0 747 170.0 1494 170.1 750 147A 1%2 170.01 7N 128.1 1552 INN 766 110.4 IM2 170.0 IN 54 N 170.0 797 170.01 612 170.0 N6 17C.0 691 1701) Ille 170.01 754 170.0 I= 170.0 1 003 1 170.0 14U 170.0 937 1552 149 11110 6W 1P.3 1455 170.01 501 110.4 1455 170.0 W 97.0 1 7455 17&0 851 eon 170.0 W 17Q0 I Ml 170.0 1053 170.0 797 Im 170.0 578 167.1 13N 170.0 944 139.7 U09 170.0 998 125.1 1300 193.3 9r[5r.3 13M 157.1 9S! 19.8 1300 157.1 90 7a6 1309 167.1 902 63h 170.0 SM 170.0 745 t70.0 1118 170.0 NO 1247 17U 9W 142A 1247 1MS W3 120.7 1247 1526 95 114.0 1247 144.2 952 t247 1382 936 61.4 1247 135.7 M 71.3 1247 1357 IM $ 05n /R0 074 171LO M9 170.D 1199 170.0 9W 1190 163-1 9B5 129.9 JIM 147.9 945 115A 1190 13c6 WS 1WA 1190 184 914 1190 11" r6 742 /160 116.1 W 64.2 1100 11a1 693 c 72N 76tb 1010 te9.5 `T7 134.T 1010 IM.6 059 r1l 1010 12T2 N2 701.0 7070 174.7 629 r.0 1910 105.0 817 80.6 1010 969 8W f0f0 88b 795 67.7 1610 57A 710 60.3 1010 t7.T 7r m Mn I]7.4 9D6 147b 792 1/4b BOB 1220 775 9r WT.1 761 ffi9 908 962 74d Ta3 905 e82 7Y 6c7 1708 671 779 100 74.7 710 49.1 e08 T72 7W 429 806 A.! 708 MN 727.1 e61 1L.6 754 1CSA 067 H2.5 776 r1r6jl...4 725 79.4 r1 6a5 713 70.6 05/ 61.0 7m 83.8 801 75.4 694 661 80.1 661 49A 661 r.5 WS ]0.T bl 63.7 672 Pon 62.7 NO a5.4 574 51.9 7H6 72.7 vA 69.1 646 554W5W45.5 645 460 64 50.2 527 41.4 114 47.0 SW MS 64 41A 519 29.5 640 3a2 511 219 W 35.6 507 rN 9a2 6r 70.1 504 50.6 5M 59.1 4r 4c7 5M 491 163 37.9 558 41.4 4M 34.1 5r 3a1 470 28.4 50 33.4 459 24.3 6r 30.5 452 21.3 SM 20.7 u7 106In 47.9 449 40.9 405 -9 4W 412 399 K2 449 393 3W 25.8 40 20.0 U2 23.9 449 20.1 377 20.0 449 22.7 354 17.1 "ll =4 3e1 15.0 449 18A 356 III In 44.1 425 45.0 36S 34.1 4P ]7A 379 ]1.5 475 $73 367 2/.5 425 782 392 2212L0 3W 1L4 425 201 350 15.9364 20.8 329 24.9 304 321 317 19.4 364 P.S 313 1T.5 364 ta7 3W tun P2 2W P.4 233 Ice 263 17.1 no TABLE 16B L 31..Dal. 27k Ctrerde 3.5A Ode. A09av CMU F4ad CMU PT1Abo0 Mehl I Anchor C6p Pabem6 A.U. Type NIR Eb0 U-. 14' Ek. Lkl- Since vUr Ebc Ul0' . Iw Ew l9riCtn jAlSGA W4E_ 7/4. Eb AppnCa 6it0 S7W (c9 012 slut 6- (Gs) 612 eiw a-105) Ea9. Dawn. Ont 1•1' 2.1/7 3.1ir 1• 2.7rr 1. 2-IW Y 31/6• 2• uAr 0.5� 0.724' En104•n.a pn 15M' 1-0W' IJM• I-w 7 1.1w 1.V4' I-UI- 1-114- 1-1/4' 1.114' 2' Ilw I-w 1.f4e 3 AWlan A 5• MN O.C, ! (2) 2+5 NNIe CLp / (Fi. 1 k 990 b ]90 b 4506r 890 Ea 1700 b 270 2BO Ilx 354 Es 110 Ea 9741b 72010a fi10 b 91110. M2lb, 90D b 4A-03S11NOG/(2) 2.5 Ands Cape I FG.2k 710 b4 7w 7901. 1070b 2'rb NOb 5BOb WA 1120 74Id fWb feelb 692b WSN. 1120 6 AncW4 Q 271-Wl 0 G/(2)W An01e CW/(Fe. 3k 11P 1h4 1I2Db 958b 2244 b4 M54b WA BIOb WA I f059b WA 1AOb WA 10226. 1-b I=b FIGURE 1: El FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063TSAND BE A MINIMUM 01 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046` THICK (18 GAUGEj STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Y10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 1843 S.S. OR 410 S.S. ANL MUR L:AYAW I T AW USt MR I r V K7r1U- (D r) X / ANCHOR CAP.,,"„•„\ ANCHOR CAP.,,, I MULLION CAP.,,,,1 USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM TI IE ANCHOR CAPACITY TABLE rt a ~ LU Z N W $O AC S W 0 0 d' W ]C S n v O C o IV¢ Z C O i PRODUCT REVISED -=Z.p'yiog wkh th. Florida NOA-No.Cod• 17-0630.01 Expiration Date 05/26/2021 .L1a�NY LYNN * No.58705 Z •: tt = O � �TSAI.- � ,,IDS/0 LNG A. Lr'MN J 41 14LP'i,1 P.E. FL P.E.it 58706 • • ••• • • • • ••• • • 1 1.000" r- Ilrr-1 1.000 1- • e • f.125' I .1�: • • 2000' 2007 • • • • ••• I .126" • • • 375'• • • VXT X.125MULLION 1' X 7 X.375'MULLION 8083•T6 ALUM. 6083-T6 ALUM. X-SECTION XSECTION 125" T- I SI"ANDARD CLIP 2 OI00" I 6063-T6 ALUM. X-SECTION r.125' i 5.500' .3 3.125--1 - CUT HERETO I _ 375' CREATE FCLIP, SEE MIN. MIN. DETAIL F. SHEET 4 STANDARD CLIP 6063-T8 ALUM. COMER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS S-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DLAMETFR + 1/16'. .375' MIN. MiK r----------- r------------ I 1 I I I I I I I � 1 B I I i 1 I I I C OFFSET CLIP .125 60693TB ALUM. I TOPVIEW • .1 1e001 f-• . . . • .125" 2.750' • • • • • • 375' • V X 275' X.376' MULLION 8063-T6 ALUM. XSECTION r--.126" I 2125' UCUP I 6083-TI ALUM. X-SECTION 125'� -i .740' F-- E i .338'MIN. A I U•CLIP 6003-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE ASH1D BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. TABLE B V X 2.75' X.850' MULLION IIN346 ALUM. X-SECTION 2X5 ANGLE CUP 6063T6ALUM. 2_ppp• XSECTION 4 .125' I .376' MIN. 4� 2xs ANGLE cLw 6063-T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE GASHED BOUNDARY. SEE SHEETS &18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE ONME FR: ANCHOR DIAMETER • V18'. Mull Dimension (sheet PGT Part* Mullion Sid. Clip ORsstClip UClfp Amyl• Clip 1" X 2" X.126- (5) 66505 666113M 6861115M 666243M 666511 M 1' X2' X.375- (6) 666W6 666114M 6MI119M SM44M 688512M V X 2.75" X.376' (7) 66607 W6115M 6061120M 66W45M 666513M V X2.75- X.650'(8) 6660E 666118M 6MI121M 666246M 666514M 1' X 3.1T5" X.500" (9) 88637M 6861116M 6661114M 666242M 666515M 1.25-X3.188'X.266'(12) 56641M 6661117M 6881113M 668241M 666516M 1.26' X2.11' X.125' (18) 69370 WA WA WA I OW17M NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. 12 3 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -1.266'-1 1 .125' 2.116" 125' .900' 1.26" X 2.11' X .125' MULLION 8063-TB ALUM. XSECTION TABLE A Dimension Value (In) For Mullion: A 1.625 V X2' X.125' Aluminum Tube Mullion B 2.654 C 0.885 D 0.740 A 1.125 375 V XY X.Alurim Tube Mullion ullio n 8 2.404 C 0.635 D 0.490 A 1.875 1' X 275- X .375 A lurntrl Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1' X 2.75' X .850' Alumnum Tuba Mullion 8 3.000 C 0.476 D 0.836 A 2.000 1' X 3.125" X •500' Alan Tube Mull B 2637 C 0.863 D 1.137 A 2.625 1.25' X 3.11W X.265" Alum Tube Mull B 3.282 C 0.862 D 1.782 A 1126- 1.813 X2.It- .121' Alum Tube Midi PRODUCT REVISED as complying wltb the Florida Building • NOA-Ne. 17-0630.01 EaPimtioe Data 05/2�6*021 BY \1111,. I.... r///�/ .�apY LY/VV , %1 OCENSF •• * : No. 58705 p0�gLP. W70 A.1 125'X3.2S X.100• 115*X3.25'X.824' MULLION MULLION 5005-T5 ALJM. 8005-T5 ALUM. X-SECTION X-SECTION . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .'. ,}•• ... I T.438" .124 STANDARDCLIP [226- • • • •• • .001.6003T8 ALUM. X-SECTION 126" • • • • • ••• •• .375' 1.X4-X3TS 'T'-MUWON 6063-T6 ALUM. XSECTION 1.25T i 3.94' .10D' i 624' --1 .820' 1-- 1.25' X 3.94' X 32C MULLION 6006-T6 ALUM, XSECTION 2.661' I ` .125' ' 1.87T V31r- 26' I 4s /�'45' BAY MULLION I 3.250'30'BAY MUL6063T5 ALUM.6083T8 ALUX-SECTIONX-SECTIOI 228"1 1-.aer-I .22SJ I-- 981 -1 74V --i F--.125 1 2.125' 2.�. 2X5 ANGLE CLIP �� 5083T I ALUM. I 80d3-TO ALUM. X-SECTION .126' X-SECTION ,25'r CENTER OF ANCHOR HOLE MUST UE WTHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE MAXMUM ANCHOR HOLE DLAMETER: ANCHOR DNAIE-ER + 11W. 5.600'� 3.125 CUT HERE TO .375 1 _CREATE FLLIP, SEE MIN. I DETAIL F. SHEET 4 i 1 I I i 1 1 I i 1 1 I i I 1 I I 1 I 1 I 1 1 I I 375 I I I I I I I I F I I I I I I 1 I I I I I I 1 1 I 1 I 1 I 1 Ir STANDARD CUP Y:ITI. R OF ANCHOR HOLE MUST LIE 6063-TB ALUM. THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1118'. 375' MIN.. I I I I 2.250'L-L ------- j I I H I I -- G OFFSET CLIP 9083T6 ALUM. TOPVIF.W I I I I 1 I I I 1 1 I I I I I 1 I I I 1 I 1 I 1 I I I 1 1 1 NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1C• 11, 13-15. 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 375' CENTER OF ANCHOR HOLE 1 MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 1D•17 ANCHOR O.C. DISTANCE MAXIMUM FFORTHE ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118'. U-CLIP 8063-T8 ALUM. TOPVIEW TABLE C Dimension Value (In) For Mulion: 11 x1r X G 000 .126' Aitenhan H 2.660 1 3.000 Tube Ion F 3.187 1' X4 X G 0.757 .375 AluNnum H 2430 I 3.000 Tube 6 T F 2.250 125'X 3.25' G 0.750 X.100' AJWV m H 1.500 1 3,250 Tuba Minion TARI G n TABLE C.CONT. Dimenslonj Value Ba) For Mullion: F G 1.938 0.500 1.25X 3 X.924' Al mllurn Tube MuIllon H I 1.438 3.260 F O 2.825 1.126 125' X 3.84' X.624' Aluminum Tube M~ F I 1.500 M60 F 2813 30'Ba Mull F 2.975 45' Ba Mu6 R W z to F- US ANGLE CLIP "O 6063-111 ALUM. TOPVIEW PRODU1rCTgREVISED as 9uHd�hlp 11M with the Florida Non-No.God 17-0630.01 Expiration Dato 05/26/2021 0 ft Mull Dhnenalon (.loot 0) PGT Part# Mullion Std. Clip OOmi CIlp U1:lip Angle Clip 1'x4'X A28'(10) 00364 858111M 6881122M M241M a6B518M i'X4-X.376-(it) 65810 060112M WSl123M (166242M SB6.119M 1' X V X.37S T It 1) 12Y X3.26- X.100' (13) 1; X%. X.824• (14) om 20150=12 20181r=6 658112M 8861f27M 8861128M W61123M NOI124M W51125M 886242M V82410M 6681M 2Af M619M SM115M BMII8M 4.25 X3.ge' X.82P (15) 20182 80E1117M WBI126M MU41M a5a517Li 30 Degree (10) B8849 WA WA WA 88861,OM 45 Dogma (201 88650 WA WA 1 WA 8685111M ' oNY No. 56705 _ NE tS , A. LYNNIAIILLER, P.E. FL P.E.# 58705 TART F F Mull Dimension (sheet#) PGT Part# • Mullion S[d. Clip 11�llp Angle Clip 2'X4-X.25'(15) 86502 666261M 666277A WWI12M 2' X6' X.25- (17) 66B04 666262M 1 MU72M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 18-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.00W--I 4.000' '2 2'X 4X.25' MULLION 6063-T6 ALUM. X-SECTION 250' -^-2007---j 2'X 6'X 13 MULLION 6083-TO ALUM. XSECTION .. .. . . . .. .. . . . . . . . . . . . • . ... • . 1 • • •• • • • • •• • •• • ••• • IT STANDARD CUP 2000, 6063-TBALUM. • X-SECTION • •I •• •• ••• •• • • • , • , .125• • • 3.500' CUT HERE TO CREATE FP, .3.375*E _ AISEE DETAIL F. 37S MIN. r SHEEr4 tMIN. r------- ---- -- -------� I 1 I I I , I I j 4 -�-- --- --1- 3.438' I I I I I I I I I I , �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM WRMINTHEDASHED BOUNDARY. SEE TOPVIEW SHEETS 15-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE '375"_ rt— 5.500" CUr HERETO 3.500'—�{ £ sEE DETAL F, .375' _ r SHEEf4 MIN. I I I I I I f I L___-___- - , I I I I I I I I , I I I I I I , I 4.688' - I I I I I I I I I 1 I I I I I , I I I I , 1 I STANDARD CLIP 6063-TE AUJM TOP VIEW C —j f ^.125" LLCLIP 2.125 I I ALUM. BOBXS-SECTION SECTION 125' 375' + 3 438" U-CUP, 606346 ALUM. / CENTER OF ANCHOR HOLE MUST UE L WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR TOLE DIAMETER ANCHOR DIAMETER + 1/1 V. 375' ­7 r 5.436' i I I U-CLIP 6C83-TB ALUM. USED FOR 2' X 8' MULLgN, SHEET 17 roPYIEw 2X5 ANOIZ CUP 6063-TB ALUM. 2.000• X-SECrI(Nr .125' ��- MIN. f-------------------T I I I I I I I I I 1 3 438' I L j .375' L-------- --------- MIN. 2X5 NOLECUP CETITER OF ANCHOR HOLE MUST LIE 6003A TO ALUM. WrrHIN THE DASHED BOUNDARY. SEE TOPVIE'N SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE -DIAMETER ANCHOR DIAMETER + 1/18'. MIN In Z N N rc I- W O W = W K J cc _ w ul F Z O � Q z m z z W'i J d 0 Z Q J r Z Q O N 01 iL ca �� 90 o y LU ZI O 0 � J• t0 !ql U < Q s 5 Z C) a N 666 666� Ix PRODUCT REVISED :I. lying pwith th• Fbrlda NOA-4o.CoW 17-0630.01 Expiration D_a 5/26/2021 NY - -�-- Miamr4 • Pro ucl ontro \11111III— ``� ON'!.LYN, 7r,. No. 58705 •• 9 .375' + MIN. 0 ;QNAL EN�'``• A. Ll1' M mikI [IR P.E. FL RE.#58705 EXAMPLE 1: SINGLE VERTICAL MULLION 7T• MULLION LENGTH NOAIGHONB W HEN) Tl E"'.00N T3 1 4 4 fX=TNLS, SHEETS 23 -------------- NO NJC/10R.91N WINOOM SLI I 3r--yF----3r --I F--Muu mOn+ PEJNC WOTH • . ... • • e ... .. .. . . . .. .. . • • 000 • .0 0 060 • TF{; %LDIVISUBSTRATEqS KNOVAI TO BE WOOD ON ALj FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-WJO PSF. • • • • • • • ♦) INTTMLLLY AiSUYIN4THATSi 1• WEE M7U ON S AB -.THE. MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32•+32+1-=65'. RFFF.RF.NCPIG SHEET 25. THE COLUMN USING 1jECTl11GULAR L(•1DIYG W TEE USED. E LUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4•AND WILL MEET OR EXCEED THE REQUIRED • • EESI:::RESSL:RE OI•+67.1 C*O PSF. Ij THE TA LE OES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. • • ••• • FROM TABLE 3A. SHEET 7, THE 1• X 2.75' X .375- MULLION (LENGTH -72', OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -OLU.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F" Top SH ET 8, THE V X 2.76' X .650• MULLION (LENGTH - 72'. OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF +/-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE pPENIN4 NQMV BEUSWHI:/PLICA-fit . NOTE THE ANCHOR CAPACITY REQUIREDOF am Las. • ••• • 2) UGE T�"4B j0 F;D:-I& RNC (fit TYPE. CHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)#12 ANCHORS AND THE 2X5 ANGLE 4LIPSOWTy4 (4j4IWCj1OT,9 HAVE A CAgACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. •• • • • • • ••• as 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUCN AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 83B LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF)X / 636 LBS \ = 524.9 LBS (MAY B= USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTHAI E IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-W. THE OPENING REQUIRES A i DESIGN PRESSURE OF +50.0/35o PSF. 7 FOR THE VERTICAL MULLION: J Q H N 1) INITIALLY ASSUMING "I HAT A 1• WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+7?-1-106' AND THE OPENING WIDTH IS 36'+36•+l'-73t REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT LSAT LEAST THE WINDOW FRAME DEPTH OF 2-Y8• AND WILL m MCI EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REOU:RED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 33 d D J @ MALL WIDTH SEE DETAILS, I I_ 9r¢ETs z3 FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375' MULLION (LENGTH = 108". OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +F-15.1 PSF LU O_ Y _ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F TD - FROM TABLE 12A, SHEET 18. THE 2• X 4' X .250' MULLION (LENGTH =108', OPENING WIDTH = 807 HAS q DESIGN PRESSURE OF *1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS U Q 30 a - Z FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACIY REQUIRED OF 971 LBS. to sEE 9EE 3r FENESTRATKIN DETNLS, BECAUSE IT IS NOW KNOWN THAT THE MULU ON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2`s74', NOT 73' AS PREVIOUSLY ml PROWCTs SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE 15 STILL APPLICABLE FOR THE ADJUSTED OPENING. A-TERNATNELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN , APPROVAL 2� �- THE73'DIMENSION(3S-1R'+35-1/2•+r=73j. PRODUCT REVISED - comp In wfh the Florida 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED Building ode VERTICAL 1 CONCRETE HEADER MID SILL ARE 8' WIOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•, CARE MUST GE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17A630.01 MULLION — SEE SEE USING THE STANDARD CLIPWITH (6) 3/16• ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1(Y GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND ENpimtlon Date 0512612021 LENGTH OETALS. DETNL E. THEREFORE SUITABLE• FOR THE REQUIRED ANCHOR CAPACITY OF 97' LBS. [�+ OFEWNG SHEETS zr SHEET FOR THE HORIZONTAL MULLIONS: By FIEIGfiT FOR BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER w Mlam de Product Contra w HORIL MULLION 7r MULLION TYPE COULD BE CHOSEN. a h 1) THE MULLION LENGTH IS 36• AND THE OPENING HEIGHT IS 32'-72'+2' =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRANGULAR LOADING MAYBE (�0 USED. FROM TABLE 12A. SHEET 16, THE 2' X 4' X .250' MULLION (a LENGTH = 42% OPEN. -NO HEIGHT - 120-) HAS A DESIGN PRESSURE OF +i-170.0 PSF WHICH EXCEEDS THEIr SEE REQUIREMENTS FOR THE OPENING AND MAYBE USED W THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. c LS,2) SHEETWIDE. USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AHD CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE Ir Li 12'1 IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B', CARE MUS-7 BETARN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH (4) 3/16ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED of 11 1 I I F I ANCHOR CAPACITY OF 521 LBS. ,,` ANY LYN/y I 30%HORIZ. I 36•, MOW7 JJI rMuu LENGTH LENGTH IF--- <) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 L85. TABLE 12B FOR THE U-0LIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LHS. THE uj a , OPENING WIDTH FOR VERnCAL MULL --II ANCHOR TYPE IS A #12 STEEL SCREW. z _ * No. 58705' FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULUCK- (L 7k - _ +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/-170A PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTTON} THE LOWEST DESIGN PRESSURE IS +/£4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •FL�R10T;-, �'/,,,ZONAL i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION e PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A LYIVIW0i", P.E. " ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. 0 FL P.E.$ 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• • • • EXAMPLES OF RECTANGULAR LO•DIN6: • • • • • • • • • • • •• • • • • • • • • • • I • • • • LOADING OF VERTICAL MUWON SILL OF WINDOWS NOT ANCHORED PN I 1 /L I StWtl • I • � I � LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED DRANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: In __ _ Orr drdA �s�i I 1 -- LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MLLLION LOADING OF HORIZONTAL MULLION PW PW if LOADING OF VERTICAL MULLION a W ' 2i Ito Pw (D A8 $ It 0 `1 Y ® U a � ¢ O O > a.. Z 0s0 SHlDH 00i ..� C L' PRODUCT REVISED / .e en 1y1ng or with th. Flida •olldingg Cod. NOA-Ho. 17-0630.01 expiration Date 05/26/2021 LOADING OF HORIZONTAL gY MULLION Miami -"a Produ ontror NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT PW BE DETERMINED. USE RECTANGULAR LOAD NG. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. LOADING OF HORIZONTAL MULLION ���.• �.ICENBF •' �((a yT : No. 58705 VAL �N�`� A. LKNMIMIh►E'f3, P.E. FL P.El 58705 MIAMI- ROM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade goy/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 • SCOPE: •.� •..• •...�• ...... ....:. This NOA is being issued under the applicable rules and regulations governing'W use of copstructioq materials. The documentation submitted has been reviewed and accepted by Miami bade CoxU RER ."•'. Product Control Section to be used in Miami Dade County and other areas where lloo d by the Authority • • • • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Cctinty Pro&000l iCOntrof • • • . Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.G@rty) reserve the right • • 0 to have this product or material tested for quality assurance purposes. If this product er martial sails to perform in the accepted manner, the manufacturer will incur the expense of such jes4ly and the AIJ may; • • • • immediately revoke, modify, or suspend the use of such product or material within t'hoeir jurisdiet�isj: • 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 "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and scaled 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# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM•DADE COUNTY NOA No. 18-0430.05 • • Expiration Date: February 19, 2024 _ Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • (Submitted under NOA No. 08-1112.09) • • •"• 2. Drawing No. MD-720-820.1, titled "Fixed Window Installatioii'Guideling#? •Sheet through 11 of 11, dated 04/12/13, with revision C dated *.Jj7kl7, prepared manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... • • • • •.•• .... B. TESTS •••••• " ' 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pVF Q, TAS 2(100 0 2) Large Missile Impact Test per FBC, TAS 20 1-94 : • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-24 • • • along with marked -up drawings and installation diagram of a PV IE sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z, E. Product Control a ner NOA No. 18 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 0000 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by .... manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • •' 2. Glazing complies with ASTM E1300-09 6..6 • 80060 D. QUALITY ASSURANCE 0 1. Miami -Dade Department of Regulatory and Economic Resources*,=R). •....' E. MATERIAL CERTIFICATIONS • • • • " 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerit'h,' M. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaye s" dated 0l'*- /L' expiring on 07/08/19. 00000 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for thtr'if • "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/ 18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61' Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Ant4grly Lynn Miller P.E. • 2. Statement letter of no financial interest, dated 06/09/17, isaned: by nlqqtjheturer, - signed and sealed by Anthony Lynn Miller, P.E. • • • • • • 0 • • • • • • 3. Proposal No. 16-1372B issued by the Product Control Sectio1i,.*44tgil 11/09/j16, signed ••• by Manuel Perez, RE 66900• •••••• ••••� 4. Proposal No. 16-0125 issued by the Product Control Section, "td•03/09/16;aped •.:..' by Ishaq Chanda, P.E. • • • • •• • 000000 5. Laboratory compliance letter for Test Report No. FTL-7212i'cdaZed 03/21/13 signed '. ...... and sealed by Marlin D. Brinson, P.E. • • • • • (Submitted under NOA No. 13-0502.03) 0000• • • • • • 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-*3859,* dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. V Product Control ExknjAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 2b l•-N: . • • • 5) Cyclic Wind Pressure Loading per FBC, T" 203-94 : • 0.0 0 ...... 6) Forced Entry Test, per FBC 2411.3.2.1 and7AY202-94 ' • 7) Drop Load Test, per CPCS 16 CFR 1201 (CeY ))� and KI;1YJ•Z97. >: • • (400 foot-pound impact) 000000 • 0 0 60:06. along with marked -up drawings and installation diagram of a "qerie,? �W7e-3 *7720 • • • • • aluminum fixed window, prepared by Fenestration Testing Labbtlfckry, Inc., Test •, Report No. FTL-18-7763, dated 03/19/18, signed and sealed bey Idafmis C tegaP.E. • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window- L.M.I.; approved on-10/1 2LL7 and --- expiring on 02/19/19. Manuel Perez roduct Control Exa i NOA No. 1"430.05 Expiration Date: February 19, 2024 E - 4 Approval Date: August 23, 2018 -- - - . . ... . . . O .. .. . . . .. .. r . . . . . . . . . . . . ... . . . . .. . 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED 60 GDMPLYIMTH• • • • THE REQUIREMENTS OF THE FLORIDA BUILDING CeDEPINCLLODING THE • • • • • • • • • • • • • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • • 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE • • 49"TIP-T"• 4WIDTji 48' BUCK WIDTH + DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 45-1/4" VISIBLE 3) FOR MASONRY APPLICATIONS IN MIAMI-l7ADE COUNTY, USE <iIJL'6 MI-DADE COUNTY APPROVED MASONRY • • LIGHT WIDTH • • - SHE�Ta6 ANCHORS. MFTERWIll • us USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,*STRI C9e • • • • CONCRETE MASONRY UNITS AND CONCRETE WITH MIN KS?PER • • • •' • • ANCHOR TYPE. • • • • • .I • . • 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I 1 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF JJ1..___ THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.0 DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT, NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 6-12" MAX 7) DESIGN PRESSURES - A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300, e. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE 11AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763. ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANS9AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. CODES/STANDARDS USED' •2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION :ASTM E1300-09 ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIDO.12 •AISC 360-10 — 6-1/2' MAX. A 96' C 48" BUCK WIDTH - 45-114" VISIBLE LIGHT WIDTH J D, SHEET 7 _ BUCK SHEET7 HEIGHT L- i 93-1/4' i� VISIBLE 12" MAX. j I / -- LIGHT O.C. i HEIGHT X 9 i TIP -TO TIP i HEIGHT 1 I - I—IT� �+— 12" MAX. O.C. 6" L-. p y� MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS' GENERAL NOTES ........................ 1 ELEVATIONS...._ .....,......I GLAZING DETAILS ....................... 25 DESIGN PRESSURES... ..... 2.5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG. 7 INSTALLATION, INT. FIN A. .........8 INSTALLATION, INT. FIN 8...........9 CORNERASSEMBLY. 10 EXTRUSION PROFILES................10 PARTS LIST ...............................*' 10 TART P I DESIGN PRESSURE RATING IMPACT RATING' VARIES, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE �-- 48' BUCK WIDTH -•I LF,SHEET IBLE DTH � 6" MAX. 8 T9 C E. SHEETS G.SHEET9 BUCK I HEIGHT ------ 93-IW VISIBLE LIGHT HEIGHT 1 5' MAX. O.C. �-•�— 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION FIGURE 1 1 Y O.C. MAX. 12" O.C. / 6" MAX. Type k Description Sheet k 1 7/16' Urnl f8' An - 09W VB • Y18" K!' 2 3 1-1I16'Umi. IG 3116'T•7/16"Air-3/16'An-.090'PVB-3/16'MS) 2 4 1-1/16*Lmi.G 3116"T-7/16"Alr-3/16"HS-.090"PVB-3/16"HS) 3 5 771/1766'"LUammii ((3Y1B"An-.090SG- 'A) 4 6 16- HS - 0G.3166HS 5 7 1-7l16`Lami. K33116"T-711B'Air-3/16'An-.090'SG-T18'An)4 B 1-1/16"Lami. IG 3116'T-7/18'Air-3/78'HS-.090"SG-3N6"HS 5 �� - M� r xN 1 KTULA5 IN I EKLAYER" BY KURARAY AMERICA, INC. "PVB" _ "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY ANIERICA. INC. 2" MAX. E. G �93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT --r F, H 5" MAX. O.C. TYP. FIN FRAME ELEVATION F ES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLACK BTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. OR SPACING TO BE 6" MAX. FROM CORNERS AND 12"O.C. MAX. FOR ALL CURVED FRAME ERS, SEE FIGURE 1, THIS SHEET. �— WIDTH WIDTH F--WIOTHWIDTH 11 ill iTL �i WIDTH WIDTH f-- WIDTH --{ WIDTH jj xl I = L J WIDTH WIDTH —1 I-- WIDTH —{ f— WIDTH —( I---- Ti --- T jr--- wI a co PIP 14h Fk W. 3wlJi, C nn No kA-30 CT E.pimmri Da:e VVJbL JR - 03/16/18 - PDATED VALUES AND VIES FOR 9 GLASS TYPE SERIES NAM HANGE TO 7720A FROM . J z w Oc 0 -1 O a 2 LL 10 S U U_ d o F Z v C3 W . Z � o U 4"ll 705 FF IIIIAA LER, P.E. Window Design Pressure (+/-, psf) for Glass Type 1 Long Side. Ti to Tip 6&718 1 73 77 1 81 1 85 89 93 97 101 105 110-1/2 31 .1. +1-80 i H.80 +/-80 +/-80 +/-80 +/-80 +/-50 +1-80 N-60 +/-80 33 +1.80 +/-80 i +1-00 +1-80 +/-80 +/-60 +/-80 +/-8D +1-W H-80 +/AO 35 +680 +/-00 .1-80 0•80 +/-W +A80 +/-00 +1-50 +1-80 +1.79.8 +/-79.4 - +/-80 +/-80 +1.80 +1-80 +/-80 +/-79.7 +/-77.2 +/-75.1 +/43.4 +1-72.2 39 +/-80 +1-80 +/-80 +l-5o +1-80 +/-78.1 +/-75.2 +/-72.5 H-70.3 +/-68.5 +/-66.3 +/-W +1-80 . N +1-79.8 +/-77.2 +/-74.3 +f-71.3 +1-87.9 +1665.1 +1-63.4 +/-61.8 43 +1-80 +/-W .l +1-77A +1-74.3 +1-71.3 N-68.2 +/-64.7 +1-01.6 H-59.8 +1-58.2 F 45 +/-80 +1_80 +/-78.9 1 +1-75.4 +1.72.1 +/-58.9 +1-65.6 H-62.2 +/59.7 +1-57.5 3 47 +/-SD +/-80 1 +/-T7.2 1 +1-73.6 +1-70.1 1 +/-We -1-63.5 +/-60.3 +1.57.7 n F 49 +/-8D +1-79.3 +/-75S +1-71.9 +1-68.3 +A64.9 +1-61.5 H-58.2 51 ./-W N-77.5 +1-74.1 .l•70.3 +1$6.7 H-63.1 N-59.7 rn 53 +1.79.1 +1-75.6 +472.4 +/-68.a +1-65.1 +/-81.5 55 +1•77.4 +1-73.8 +/-70.5 +147.3 +1-63.5 rn 57 +/•75.8 +/42 +/-68.6 +1-65.3 59 +1-74.2 +/-70.3 +1-66.8 61 +/-72.7 +/-68.7 +1-65 63 +1-71.2 +1•67.1 65 +1-69.7 67 +/-68.3 68-7/8 +1-67 � 1 � r- i v- i �r u�mcrvoivrva anvvvrv. run m i cu � nn nnu cvun� �cm winuvrva, auo� nnu i � rrtuM inc i n•-� u-� it uimcnolvn m THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. lllfttxtlm�� Window Design Pressure (+l-, psf) for Glass Type 3 LorQSide Ti ro TI in 6&718 73 77 81F+/-ewo 89 93 97 101 105 110.112 31 +/-80 +/-W +/BO H-80 H-80 +1-30 +1-80 +/-80 +1-W +/-80 33 +/-80 H-W H-80 +/•W +f-80 +1.80 +1-80 +/-50 +/-W +1-80 35 *f-W +1-80 +/-80 H•80 +1-W +/-80 H-00 +/-80 +/-80 +1-80 37 +/-80 +/-50 +1-80 +1-80 +/-60 +1-80 +1-80 +/•80 +/-W N-80 39 +IAO +1•W +1-80 +/.80 +/-80 +/-80 +/-80 +1.79.4 +1.76.4 +/-74.3 ,-- 41 +/-W +/-W +f-W +l•W +/-80 +/BO +1-76.7 +1.73.5 +1-70.9 +/-89 --c- 43 +/-80 +l•W +1-80 +/-80 +/-80 +1-77 +/-73.1 +beg.8 +l•66.9 +1-65245 +/-W +/•so +/-00 H-W+147.8 +1-74.1 +/-70.3 +/-07.5 +/-83.9 .9 47 +/-W +1-50 +/-0o +l-W +1-79.2 1 +1-75A +1-71.7 +1-63.1 +1-65.1 F 49 +1.80 +/-80 44-80 +/.80 +/-77.2 +1-73.3 +1-W.5 +1-65.8 51 +1-m +/-80 +1.80 +/-7g.4 +1-75.3 +1-71.3 +1.67.5 53 +1-80 +1-80 +140 +1-77.7 +/.73.5 +1-69.5 55 +/-80- +/-W +/-79.6 H•76 +01.8 rn 57 +l-W +l-W H-T7.5 +/-73.8 59 +l-W +I-79A +1-75.4 61 +1-W +/-77,6 +1-73.5 63 +/-W +1-75.8 65 +/-78.a +l•74 67 1 +1-77.2 68-718 1 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/18" LAMINATED I I GLASS STACK I I .090"PVBINTERLAYER 3/16" ANNEALED GLASS � _ 3/16" HEAT STRENGTHENED GLASS . 11 5/B' �- LONG SIDE GLASS SITE T 1.3 SHORT EXTERIOR SIDE a 20 13 y GLASS TYPE 1 J� T F` LONG SIDE -� 1 SHORT y SIDE 1� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/18'NOM. ��JJ GLASS STACK 7/16"LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 7116-AIRSPACE 3/16"ANNEALED GLASS .090' PV8 � SHORT I _ 11 INTERLAYER SIDE r 5 SB" GLASS SITE 1J ;/ LONG p9 SIDE EXTERIOR a7s7 21 13 GLASS TYPE 3 - • • • • • • • SHORT • • • • • • • • • • • •SIDE • •• • • • • ••• is •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W z > N V 2 0 p No v N r aio0 O QO iD N i _ OL N ¢ n Z Z LL H LU Z zi tE vMoi;7 n O = LL 0_Uo e LU O ; S00 m0 O Z o p U g J Q -j Q F o N ® n N Z W l.a•,5 0 1n LU Z o0. O cr Z w O Lu W X L7 LL W O d `\111111 I1111 //Ii N\( LYN/y 0, *• ; No. 58705 *' '�Q STST T.. (U�� � NAL A LYNN MILLER. RE P.E. It 58705 Window Design Pressure (+/-, psi) for Glass Types 2 6 4 68.718 +l-80 +/_g0 +/-80 73 +/_80 +/-80 +1-80 +/-80 I- + 80 +1-80 +/.80 +/-80 77 +/-80 +f-W +r-80 M-80 +l_80 +/-80 +l-80 +1-80 +/-80 81 +/-80 +/•80 N-80 +1-80 +/- !!D +/-80 +/_80 0 0 1++/-80 0 0 85 +/-80 +1-W H-BO +1-80 +/-80 +/.80 +1.80 +/-80 +f-80 +/.80 +/.80 +l•BO +/-78.657 89 +/-80 +/_90 +1-80 +/. W +/-80 +/-80 +/.SO +1-80 +l-SO +/-80 +f-80 +l•79.1 93 +/-80 +1.80 +l-BO + f BO i/-80 +1.80 +1-80 +1-80 +/-Bp +/.80 +l-80 97 +/-80 +I- +� 80 80 +1-80 +/-60 +1.80 +1-80 +/-80 +1-80 +/_BO 101 +l•80 .� +1-80 +1-W +1.811 +/.80 +/-80 +1-80 +IAO Lo Side 105 +1_80 +1-80 +1-80 +/-80 +/-80 +/- fio +/-80 Ti b T in 110.1l2 +1.80 +l•+1_80 +/_80 +/-Sp )_ + 80 +/-eo 113 +/-80 +l-80 M-BO +1-60 +1-60 117 +l-80 +/-W +/-Bp +/-80 121 +/-8D +/-W N-80 +/-80 125 +/-80 +/-80 N- � 129 +1•80 +/-80 +/-80 133 +1_80 +1-80 31 33 35 37 39 41 c 43 0 45 0 47 F 49 m 51 53 55 59 61 63 65 67 68-7/8 137 +/-W +/-80 141 H•80 +/-00 145 +/-80 +1-SO +l 80 +l•80 +/-80 +1-80 +1-80 +l-BO +/-80 +l-BO +/-80 +1-80 +I_80 +/_80 +/-11p +1-80 +1-80 +l-80 +/-80 +1-800 +1-80 +1-80 +/-80 +1-80 +1.80 +/-W .1 +1.80 +/.80 +/_79.3 +1-80 +l-80 +1-80 +1-80 I) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP Mill inu ua 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a 1-1/16" NOM. GLASS STACK 7/16' LAMINATED GLASS STACK .090" PVB INTERLAYER 311 6"TEMPEZGLASS311l HEAT STRENGTHENED GLASS 3/16"HEAT 116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/1090" PVB INTERLAYER SS BITE �GLASS SS BITE GLASS TYPE 2 TABLE DIMENSIONS MAY BE T ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG �- LONG SIDE 10, SIDE SHORT j SIDE � 1 SHORT 1 SIDE EXTERIOR 4 1 �— LONG SIDE --�I ste z1 13 �--• GLASS TYPE 4 SHORT LONG SIDE• • • • • • '' •SIDE •• ••• •• • • •oJ SHORT I _ SIDE . ••• . . ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 04 • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 0 • NO CHANGES THIS SHEET s W i Y ❑ yo 10 Q CD ? W N U) OJ O w n ..of0 ZLL (OD "i J ❑ _ U ��c Up H Z a sr scv w O p Z N O O 3 w J ILL O P) Q Q H ® f j W aav5 Z W co O 1n Z Z W a c N' O � o Z w ❑ 0 � U w X 1n w li ❑ O. 11111111 fill/// GNY LYN/yM/.,, Q�. LICENSE'•. No.58705 ••� T OF /SRONAL BN,.. A L /l U'l P.E. P.E.e 58705 TABLE 5: Window Design Pressure (+/•, pef) for Glass Type 5 sae, r o nin 37 69- : +90-16. -1 +pry-127s +Ba-120 77 •9a-127s +Ba-114.5 7e-14 +BO'-121.7 +Ba-112.9 81 .BW-np.e +90'-111 e5 .Da-116s .p(a.107.5 -1 «9a-113.5 93 97 .9a-Ili .pa-108.5 101 105 109 +p0'.1083 +901-1as .9a-Was 110-112 .BOlnas .9ry•126,1 41 !1 +9a-120.1 +pry-114.1 +Ba-113.5 +9a•107.5 +pa-107.3 +9d-102.aa 5 .9a•f05.2 +9a-100.7 +9a-103 +pa-p8.6 +901-100.5 •9ry-95,2 +OW-104.S +9a-97.8 .9ry-92.2 +Ory-1017 +pa-995 .9a-B1.p +pp/-9x .9a-977 +9a-96.1 +9a-946 ./-ppb +/.88 ./-86.5 .9ry-p4,1 +l-9 17 45 4DW-108.7 +9a-1025 +9a-9a.a .91Y-97.1 .9a-p/.9 +9ry-91 +/-873 ./-89.1 ./-m. ./-p/.1 +/43 ./•8'A H-60.4 .1-501 c 17 ._ +9a-90.8 •W.R5.7 +9a-97.p +8I9-91.6 . «/-07.5 (_ + a9.6 ./•81.7 . +181 .l-73.9 +l-78.7 ./-n.e 1 N-761 0-76-7 H-74.7 .l-75.8 +9a-1D4,4 Ip I ♦BOI-107.1 +9a-97 .pa•p2 B +9a• W.9 +/-ep'S +f-8/.3 H-81.2 H-78.5 +1-IB.1 +/.727 H•73.9 +f-71.7 +/-60_e_ +/-72 51 8 +9a-96.1 +9f9-91.1 +w-901 /- ./4L5.7 ./-82_ - +/-60 - +/-78.1 ./-79./ _+1889 53 55 +9a-95,3 .9a-92.5 +9a-91.1 +/48.2 ./-87.4 .1-61.3 H-65.6 .1-82a ./-81.3 .1-81.4 +/-77 ./-74_9 ./-74.1 +r.71.3 N_71,p ./-891 +/-08.7 +/-064 +/-06.3 +/-03.9 +/-04 +1-83.2 H-01.8 .57 59 /-a9.8 +1-87.1 +/•BS_3 ./-926 +l-Bts N-B0.6 .l-79 +/-76.2 +/-73 +/-69.9 +/-66.0 H6l.i +/-612 61 +1-60.8 H•7a.7 +1.77.8 «/J64 +!_75.2 H-76.8 .1-74 +/-67.9 +/-a4.8 +/-02.2-- 63 +1-82.5 +1-78.9 +/-74.6 ./.7�3.2 +/_74.6 +771 4 +1-71 7 +/-89.4 +I-89 +/-65.5 N-65.9 +l-82.8 +/-02.9 .1-e0.9 •/-00_8 65 +/-80.7 H-77 •LZ3.5 +/-72.2 0-704 +1-67.3 +/-64.4 87 +/-79 +/-75.3 +/-71.7 H•T0.2 H-M.4 H-65.2 +/-824 '---'-- 6&7/8 ./-77.3 +/-73.9 +/-70 + sa.5 6 H117.7 -*/-l1.1 _73 +1-73.8 +/-70.2 +/-08.5 +/-el.8 a/-02.9 H P +l-70 +/-66.5 +/-63.2 7&314 I l'no-Tn_TIO +/_" 51 +/-64.8 ��........,.,. -I lNl..I I rntml Int IIF- I W I IF DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6' Window Design Pressure (+/-, pal) for Glass Type 7 L In 31 W7/B «9a-130 77 +9a-130 77 .Ba'-13D 7611 .9a•170 81 +Da- 170 85 BSB� «9ry-130 +9a-130 93 .pa-170 97 101 105 109 110-112 u +Ba-130 +9a-13D +ppr-130 +ea-190 .Ba-130 +9a-130 +9a-130 .9a-1>f1 +9a-130 +9ry.130 ♦Dry-130 .W.13o +9a•130 +9a-130 +90/-130 '.. 35 .90/-130 +9ry-130 +9a•130 +9a.100 +WA30 +9a-130 +BO'-130 +Ba-130 .9a-130 +9a-170 +9a-130 +9a-130 +9a-130 +9a- 18 +9a-1J0 1Nt 37 +9a-130 9ry-130 +901-13D +9a-130 +9ry-130 +9a-130 �+Ba-12D.3 +9a-127.1 �91Y•1?I.8 +Ba-120.1 +90.118.1 +Ba-118.1 .901-118.1 39 .9a-130 .9a-130 .pa.129.4 +9a-1Z7.5 +9ry-125.4 +9a-121.51+901-116.1 +9a-11l.D +901-112s .901-1194 +9a.1 o'a +9a•108.9 41 +9a-130 +pa•128.3 .Bry-121.2 +9a-116.9 +MA16,4 +9a-113.8:+9a-110.5 .Ba-107.2 +Ba-10J.9 +9a-101.J +9a-B9.4 +9a-toe.3 43 +90/-729.J +9(Y-121.5 +9a-115.8 190/-1 33.8 +=-I!! 4 .Ba•107.51 .aa•,04.2 +9ry-102! I .ilry-98.7 +Ba-100.8 .90I-BS +ya-97 .Ba-84.3 +9ry-93.B +9a-90.1 .90/.92 +90lA7.7 +9ry-B0.9 *9ry•a7.1 +9a-90.5 45 +90022.9 +9a-115.8 +W.1li a +90/-100.7 +919-1079 47 +90!•118 +9a-112.7 +9a-108.1 +90t-105.1 .pa-103.5 ow-Wo +9a•a1.0 +Bry-91.5 H-Bp.1 ./-07.B +Ba-66.9 +ery-064 49 .aa-114.2 +901-108.6 +9a•106.7 +pry•f 04.e .9a•101.6 +90/-1027 +Da-99.8 +9a-100 +p0/-96.p +Ba-p5.3 +90-91.8 +! +/-88.7 +Ba-84.4 +Ba-a21 +Bpl-01.3 51 +9a-110.9 SJ +BOf•,07.7 +Bry•102.a +90_96.7 +Oa-96.7 +91YA1.1 +BryA04 H-87 +Bry-83.7 +Ba'60.a +Ba-80.5 .f•77.9 55 +9a-Was +9a-99s .Ba-83.7 +Bry-93.7 +9a-91.a I •� 7 +Ba-84.6 +8a-81.3 +/-78.1 ./-77.7 H-71.9 H-723 57 .Ba-101.5 +971-98.1 +9a- 92.5 .9ryA1 +f-B9.J +Ba-86.1 +ery-824 +/-78.8 +/-75.6 +/.75.1 +1-72.5 +/.722 N-0B9 Hfi9.B +/-07.9 N.Bp.1 59 +5- 06.5 +Ba•93.5 H-90 +/-89.5 •Ba-e6.6 +Ba-84.3 +aa-03.6 I +80'-80.3 +1-78.7 +/-73.3 H-70.3 61 +Ba-95.8 +9a-91.3 +/-87.7 +Ba-862 +ary-81 +/-77.9 +/-74.5 N-71 H-BB.7 83 .9a-92.2 +l-68.t +Bd-a/.J 7ea-82.7 .9ry-80.7 H-77.3 «/-74 «/.71 +/-8l.0 65 +9aA13 +/-87 .60l-832 +/-76.1 +/-728 +/-70 67 +/-893 .8a-85 +Ba.81 ./.79.4 +/-77.3 N-73.7 +/-70.5 68-7/8 +1.87.3 +W-'* 2 +/-79.1 +/_77 4 +/-75 2 _ -1-71.6 +/-69 73 +6a_83.2 1 +l-7B.1 +l-724 .1.7 1 ./-75.1 •/-714 H-73.2 ./-69.9 H-71 +/-86.4 77 7sy4 .1-n4 .1-73.2 ./a9.c .l.eae II TIC-Tr)-nP 71184FNclnuc cunwu no uiT-- TABLE TO DETERMINE THE WINDOW SIZE -.----_.I-. ' - Inc I Iry I W 11I UIMtN51L 1N IN THE 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK �O'SGINTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS EXTERIOR a 1-1/16" NOM. GLASS STACK 3/16" TEMPERED GLASS, 711 6"AIR SPACE EXTERIOR a I 5/8" GLASS SITE LONG SIDE T T_ SHORT SIDE 5 f I ~ LONG SIDE - I SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS LAMINATED GLASS STACK tli�3!/16"ANNEALED GLASS 3/16" ANNEALED GLASS .090"SG INTERLAYER SHORT �7 SIDE iGLASS BITE y LONG A` SIDE 13 TYPE 7 •• ••• • • • • ••dHORT • • • • • • • SIDE f • •• • • • • ••• • • ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • Is • • • • • • • • • • • • • • • Is• • •• •• • • • •• •• *•• 0 • • ••• s • WOf CI 0 0 < N O $ Z Aa 0 _ LL o W .o,C UUo o� m ~ Z pN W O 7 p Z o Q 1--LU rn _J IL. O V Q Q F Q ® T ♦- (4 W :aa,s q Z w %i 0 U) Z o Lij x a'_s N O a Z I�3iO w 0 W 1n X "I I'll W N.. LYfV/y •CWCENSF' * :• No. 58705 ' S1WTy0F� (vim A LAW11LER, P.E P.E.0 $8705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Lmg SldeTI Ti (in) 73 T7 78-3/4 81 85 89 93 97 101 15 19 110.12 7 117 121 125 129 137 1456&7/8 31 D +3 - +0-13 +9-10 +90-10 +.-10 +901-130 +9W-130 +901-130 +901-130 90/-130 +90/-130 +90/-130 +WA30 +90-130+3033 ♦9-130 +90/-130 +90/_130 +9D/-730 0-1J 90-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +goy-130 90/-130 t +90/-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +901-130 +901-130 «90/-130 •90/-130 +90/-130 +90/-130 +901-130 +801-130 +g0/-130 +gry-130 +901-130 +90/_13D «g0l-130 +901-130 +90/-130 +90/_130 +90/•130 +901.130 90/-130 1 +901-130 +90/-130 +80T110 +80/-110 37 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90'-130 +901-130 +90/-130 +90/•130 90-730 1 +9pl-130 +90l-130 +807-110 +80/-110 +901-130 +9&-130 +904130 +901-130 39 +90(-130 +90/-130 +90/-130 +901.130 r90/-130 +9d-130 +gD/_730 t9LV_ 30 +90'-130 +90/-130 +901.130 -130 T +801-110 +8d-110 +M-110 +8D/•110 41 +901.130 •90/.130 +90l-130 +901-130 +90/-130 «90/-130 +9W-13D +901-130 +90/_130 +901-130 +90/-130 +W-130 +90/-130 +90/.130 +801-110 801-110 +801-110 +801.110 +80/-110 +80/-110 43 E +90/-130 +90/-130 +9D1.130 +901-130 +901-130 +9b-130 +W-130 +9&-130 +90/-130 +901-130 +90/-130 +9LV-130 +90/-130 +8(y-110 +BOI-170 B01-110 +80/-110 *60/-110 +80/-170 +80/-110 45 +90/-130 +90/-130 +90/-130 +90/-130 +90/_130 +90/-130 +90%130 +904130 1 +901-130 +90/-130 +90/-130 +80/_110 +80'-110 +80/_110 +80/-170 60/-110 +Bd-110 +BLy_710 tBp/-110 Fe. 47 +90/_730 +904130 +901.130 +90/-130 +901-130 +90/-130 +901-130 +90l-130 +901-73D +901_730 +80/-110 +801-110 +80'-110 +BOI-11D +9ry_710 80/-110 +80/-110 +80/-110 8 49 +901-130 +90/-130 +90/-130 +90/_130 +90/-130 +90/-130 +90/-130 +80/-130 +901-130 +80/-110 +M-110 +801.110 «80/-110 +80/-110 +801-110 80/-110 +80/-170 P. 51 +90/-130 +901-130 +90-130 +90/-130 +90/-130 +901-130 +90/- 330 89.41-128. +801-110 +W-110 +801-110 +8&-110 +80/•110 +80/-110 +801-110 80/.110 F 53 +901_130 1 +90/.130 +901-130 +901-130 +90/_730 +90-130 88.8/-128.1 +80/-110 +BD/-110 +8&.110 +801-110 +BW-110 +80/-110 +BW-110 +80/-110 55 +901.130 +90/-130 +90/-130 +W1.130 +9a-130 88.8/-128.1 +BW-110 +Ba-110 +8a-110 +B0/-110 +Bd-710 +80/A10 +m.110 +8&.110 57 +90/-130 «9p/-130 +90/-130 +901-130 +89.41-129 +80/-110 +801-110 +BW-110 +m-110 +801.110 +80/-110 +8a-110 59 +9UA30 I +90/-130 +90/-130 89.51-129.1 +80/-110 +sw-110 +SW-110 +80F110 +BD/-110 +8D/-110 +801-110 A 61 +90/_130 +90/-130 89.6/-129. +80/-110 +801-110 +801-110 +80/-110 +BU-110 +ery_710 +80/-110 63 +90/-130 1 +90/-130 +80-110 +80/-110 +801-110 +BO/-110 +801.710 +80/-110 +80/-110 65 +90/-130 +901=130 +80/-110 +804110 +801.110 +80/-110 I +80/-110 +801-110 67 +901-130 +801-110 +B&A10 +80/-110 +80/-110 +8&.110 1 .&Y-110 68-7/8 +901-130 +801-110 +801-110 +80/-110 +80/-110 +8W-110 73 +801-110 +BW-11p +BO/•110 +87_-110 BOI-110 +801-110 +80/-110 77 +80/-110 +80/ 110 1 +80'-110 I +BW-110 7&3/4 +80V•110 +8D/-110 1 +80/-110 1 +BOW-110 11 TIP_Tn-TIP nJUFNCIt1NC CIInWeI F iu r_vei c1u nun cn„e, . cn ..nunn. _ _ _ _ ._._...._ ... . _ ... _...._.._._.. ......_ .....�� ... ..�. �,.......� ,..� ...,.w.. emirs. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. T/�,BLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR t-1/16' NOM. H RIZONTALLY AS SHOWN. G GLASS 7/1LAMINATED GLASS STACK LAMINATED GLASS STACK � � GLASS STACK LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS 3l18' HEAT STRENGTHENED GLASS I"�' LONG SIDE �/ 3/16" HEAT 3118' HEAT STRENGTHENED GLASS 7r 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090' SG INTERLAYER SHORT 1 SIDE 01 4 11 � � SHORT 5 8' 5 SIDE GLASS BITE 518 GLASS BITE T 1-2 1-2 f` LONG SIDE �I } EXTERIOR EXTERIOR a 20 13 � st 21 13 SHORT ,,�' /, LONG v— SIDE • • • •'• • • • `•.y" SIDE GLASS TYPE 6 GLASS TYPE 8 � • • • • • • • • • • • • • • • • SHORT SIDE • ••• • • ••• • • • • • • • • • • • 000 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • PRODUCT REVISFJ) os+Vl)'P8 wish the Florid. Bvldq Code �.A.a, AooVN. No 18'_oa5C JR - 03/16/18 - UPDATED VALUES AND SIZES. s W 0 Y > - W a U) 7. Of O % n alcp O (9 N Z 0:_j N Q) Op a w Z 11_ = Ui W LU F Z S < oN W .-. U' c.1A2 o rc Z °av' o O U W LL O N Q Q Lu N W ® m Z Of • FN- Z '< Z ¢o o � a w U W %� Z W LL 0 d ro 0 x_,.as LYN�y,I'''•. \ 1,7CENs,, * N0.58705 ' _ :� 1 JOJIO tt T 7E •'•F�,ORIDP.•.•' N /()NAL ECG '11111111711` A LYNN MILLER, P.E. P E 6 58705 ZX WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2. THIS SHEET INSTALLATION TYPE A ���-- WINDOW BUCK EXTERIOR HEIGHT a TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 5 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET =' 1 EMBEDMENT — EDGE DISTANCE 1/4" MAX 1 SHIM USED FOR ALL SIDES OF _ ARCHITECTURAL SHAPES Q 11-7/8" O.C. MAX. CONCRETE/CMU PERANCHOR REQUIREMENT INSTALLATION METHOD D INSTALLATION TYPE C EMBEDMENT 114" MAX SHIM 1/4" MAX. SHIM 9 } EXTERIOR aSTEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET T/4" MAX SHIM INSTALLATION TYPE B ( WOOD BUCKSTRIP. NOTE 2, THIS SHEET —� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EXTERIOR 4 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH — TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTInm EMBEDMENT EDGE DISTANCE PRODUCIIREVIStEl Iu -q4i-9 wish gle Flared. Bmldma Cod. A rL4_1�04S • -- • : • NO CHIANG€5 THIS SHEET. CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Soufhem Pine .55 r #14 410 SS Screw Ahmdnun 6W3-T5 A36 S*eI d 'n. Soutllarn Pine SG. .55 F#12 #14 Sle-elScrew (G5) AWrrdnum 6063-T5 A36 Stael S id Cr. 33 'n. n• Min. Etlge Di 9/18" 3!8" Min. Embedment 1-3/8" 0.063' • Max O.C. S act 12' 12" ale" 0.063" • 17' 3/6" 9116" 0.045" 18 Ga 1-3/8" 12' 12' n. 3/8" 0.083"" 12" 3!8" 3/8" 0063" • 0.045" 18 Ga 12' 12' 410 SS CreteFlex COncreb finin. 3.35 - min. 2.85 114" Steel Ultracon oncrete mn. C•90 2-1/2" 1-114" 12' W i 1" 1" 1-34" 1-3l4- .12" 12" ro CMU AS 5/16" Stael lAtracon Concrete rni . 3.5 Gr CMU AS1TA • MIN. OF 3 THREADS BEYOND THE METAL SUBS "UNGROUTED CMU"VALUES MAY BE USED FOR GR ALL HEAD TYPES APPLICABLE. 90 2-i/2" 1-1/4" 12" 1-1/4" 1-3/4" 12" -90 1-3!4" 12" TED CMU APPLICATIONS. \ \ } 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION NOTES' �— 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EMBEDMENT • ° CONCRETE PER EDGE DISTANCE LIMITS. • • • • • • - , • ANCHOR REQUIREMENT 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", AF; BUCKS 4SE! TaTHICKNESS • • • • • • • Material IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OFT10NAL�F/JN F"00 BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BU�I(S DEPKTE�AS• 1-1/2"THICK OR GREATER. INSTALLATION TOft9E -Mg Sbael Screw •Jcrew 20 ky"2X"ARE Imo— EDGE ISTANCE TYP. ANCHOR TYPE, EMBEDMENT SUBS E OI• WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYtraCo AUTHORITY HAVING JURISDICTION. •••410 o ffn.F,in. 10 ksiINSTALLATION 77 ks B AND EDGE DISTANCE PERSUBSTRATE, 410 SS Ek:a CmleFle>� 9 7 ksiTYPE SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL yEMB � L BE OF 6�•T-T5AWmnum22 ksi SIZE TO PROVIDE FULL SUPPORT TO THE WINDOWIFR•ME • S I 38 ks 58 ks • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM • • • • • 338 . 33 11A 33 ksi 45 ksi ERHER WINDOW OR • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • •• • • ••• • • • • •• • • • • • • ••• • • • ••• • • • ••• • 1`10 gqIIrl/j// . \ONY'LYNA( •..••C1�ENSe.•.l(� N0158705 '•. *' �� %�O� .• ST TE t S�ONAL A LYNN MILLER, PF P.E.# 58705 ZX WOOD BUCKSTRIP EDGE DISTANCE r OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE E EXTERKM a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2.3/4' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET 1 EMBEDjMENT ! EDGE DISTANCE ^�114"MAX ' � 7 1 SHIM 4 USED FOR ALL SIDES OF ARCHITECTURAL SHAPES 0 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE G TYPE F I X WOODBUCKSTRIP, +� EMBEDMENT SEE NOTE 2, THIS SHEET 1 /4" MAX ~I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND _ EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9, THIS SHEET — • I EXTERIOR \ 4 11 I I VISIBLE LIGHT WIDTH CONCRETEICMU = PER ANCHOR F'�� WINDOW BUCK WIDTH - 2-3/4" REQUIREMENT WINDOW BUCK WIDTH I HORIZONTAL SECTION C-C INSTALLATION TYPE H 1/4" MAX. SHIM 9 EXTERIOR a09. STEEL SELF -DRILLING SMS (GS), SEE TABLE THIS SHEET MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EMBEDMENT EDGE DISTANCE PRODUCT REVISED as e..oybw wish the Florida Buildmg Cod. Ate« No t o<foa MYMNig1t1� Ex�DrN. CONCRETE/CMU PER ANCHOR REQUIREMENT Ancha Substrat9 Min. Edge Min Enbednent Max O.C. #12 a #14 410 SS Screw Souhmn Pine S1G­0. 9/16' 1.318" 12" Akmnum nln. 3r6" 0.053" 12' A36 S 318" 0.083' • 12" kel Stud, mn 318" 0.045" 18 Ga 17 #12 a #14 Steel Screw (G5) Southern Pine S0=0 9116" 1-we!, 12" AkxTvnuM 60631TS min. 318" 0.083" ' 12" A36 Sta4 3/9" 0.063" • 12• mn 318' 0.045' 18 Go 12" V4' 410 SS CrekfkxLkvmzbd CMU ASIM C,90 2-12" 1-1/4" 12" Concrete trin. 135 ksi 1" 1-3/4" 12" 114" Steel Ultracon Concrete(min'85 k90 1" 1-314" 12• Concrele min. Z85 ksi 2-12" 1-3/8" 12" 2-12" 1-114" 12, 5116" Sleet Ukracon 1 Comrek nnin. .5 ksl 1-114' 1-3/4" 12" CMU A 2.112" 1-3(4" 12" �� v "UNGROUTED CMU" VALUES MAY BE USED FOR ROUTED CMU APPLICATIONS. 5 �1/4' MAX SHIM INSTALLATION NOTES: ALL HEAD TYPES APPLICABLE. 1X WOOD BUCKSTRIP 1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AN \ \\ SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX', ARE BUCKS WHOSE TOTAL CONCRETE PER THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE 0PMM * w UNIT CON • EMBEDMENT ;, ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WO� BUCKS DENCT•O A• • ° • " REQUIREMENT "2X' ARE 1.12" THICK OR GREATER. INSTALLATION T V�iE SUBSTRAT E OFI• • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APgROVEL RY • �• • INSTALLATION - EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AUTHORITY HAVING JURISDICTION. • • • • • • : • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF I SIZE TYPE F I Makrial Min. Fr Min, F. Steel Screw 92 W 120 ksi 410 Screw 90 ksi 110 ksi • E)Ip icon® 155 ksi 177 ksi 4V S9 EIOE CreteRe)M 127.4 ksi 189.7 kai T5 ATuonum 16 ksi 22 ksi • •A3r• 36 ksI 58 k9i Gr. 33 Steel Sh1d 1 33 ksi 1 45 ksl AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FgdtglTAtR RINDOW O• • • ••• • MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • .01 ••• • • • • ••• • ••• • • • NO CHANGES THIS SHEET. m Y W 0a v O 0 0 N Z u CD N -1 �a� W n p LL ZJO ai O t0 = 00 U U_ d 0 W a LU LUZ v 5: 3 ON JMG W 0 0 z � 0 Z O LLO .J Q g ® a� Z Q 's 3 I- O z z >w Zw O J w W X a LL W d !:•i -z:p s :as / LYNIyM'', ocEN * No. 58705 - O t�0 ONAL •9?E IF ��u� i�S/FLORID." G\�; A. LYNN MILLER. P.E. RE 58705 FIN FRAMES ARE ONLY TO BE USED TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 2X WOOD BUCKSTRIP EMBEDMENT OR FRAMING, SEE NOTE INSTALLATION WITH GLASS TYPES 14 TYPE INTERLAYER), NOT TO BE (pve D WITH INSTALLATION TYPE SUBSTRATE, 2, THIS SHEET EDGE GLASS TYPES 5-8, (SG INTE LAYER). K SEE TABLE 10, THIS SHEET — _ ,—.__ DISTANCE INSTALLATION __—_�-- EDGE -G7 Imo, 1/4• MAX SHIM EDGE DISTANCE -+I DISTANCE I IIIr� I I ZX WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I III TYPE I I` I OR FING, SEE RAMTE OR FRAMING, SEE Ini �1 III NO2, THIS SHEET NOTE 2, THIS SHEET I I �1U' ` �� I/ I I FI TYP. ANCHOR TYPE, EMBEDMENT AND I I I V f MAX 1 �� 1 EDGE DISTANCE PER SUBSTRA I 1 II 3 SHIM 6 SEE TABLE 10. THIS SHEET EMBEDMENT 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL I II I I 1 1 EXTERIOR SHAPES 11-718 29 O.C. MAX. - EXTERIOR 4 J1 WINDOW BUCK INSTALLATION VIIGHTWI WINDOWOW BUCK WIDTHH -2-2- 314• �1 HEIGHT EXTERIOR TYPE L WINDOW BUCK WIDTH a 1/4• r MAX. SHIM HORIZONTAL SECTION E-E VISIBLE --- LIGHT HEIGHT 9 WINDOW STEEL SELF -DRILLING BUCK SMS(GS), SEE TABLE HEIGHT- 10. THIS SHEET 2-3/4• MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 21 6 2X WOOD BUCKSTRIP OR FRAMING• SEE NOTE 2, THIS SHEET Fn9 1/4" MAX SHIM INSTALLATION ---�-- TYPEJ EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F-F Anchor ISutlsIrate NGn. Edge e Max. O.C. Spacing 2-112" x .113" Box Nail Southern Pine SG 0.55 5116" 5" 2-1/2" x .131" Common Nail Soulhem Pine SG=0.55 318• 5" 2-1/2' x .145" Roofina Nail Southem Pine SG-0.55 318" 5" #10 x 1" Steel Screw (GS)' MIN np R T}IRFAf1C CNnwin ruc Southern Pine SG=0.55 V2" 5" 0.093" Alu u 6063-T5 min. 5116" 5" 1/ 6" A36 Steel 5/16' 5" 0.045' 18 .. r"., Steel Stud r. 33 1 5116' 1 5" INSTALLATION NOTES! 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTU W1• MBMOM SMALL• BE OF A SIZE TO PROVIDE FULL SUPPORT TOE E WINDOV•FRIME• • • 3. IF APPLICABLE, LOWER DESIGN PRESSURE FARERf�E1! •I • • • WINDOW OR MULLION NOA APPLIES TO VM06E 'TF • • : • • 931626 kkkse4l1 1 l kSteel kkkseeli 43 33 kal kel • • • • • • •I • • • • • • • • • • • • • ••• • • 0 ••• 0 . c nNYW1 n•iIN Bsldine Code AcrePzpireZ No ii Etioa TMe� I I NO CHANGES THIS SHEET. I W i M >Df h y _a (0 N l00 O Q (7 N O O O n m OLL z LU Z �e S lyj W U o 0 C] _U �Zv �J ov Z It O o U g UL O Q 00 F- z O z O 3als z O z U W X z Z r No. 587 ••: * _ -10 <(/ S/ONAt E ♦♦♦ A LYNN ER, P.E. EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-11" INSTALLATION - TYPE N 1 T EMBEDMENT i TYP. ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED EMBEDMENT AND EDGE WITH GLASS TYPES 1-4 (PVB DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH SEE TABLE 11. THIS SHEET - EMBEDMENT GLASS TYPES 5-8. (SG INTERLAYER). 1--- 1/4' MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES Q 11,718" O.C. MAX. EXTERIOR a INSTALLATION TYPE N EMBEDMENT I1.Ir I I I 1X WOOD BUC 2X WOOD BUCKSTRIP NOTE 2,�HIS OR FRAMING, SEE IP, SEE SHEET -LI/4"MAX i NOTE 2, THIS SHEET SHIM I I 1 / i TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I SEE TABLE 11, THIS SHEET DISTAAaNCE 1111i 1"(1) INSTALLATION TYPE O STEEL SELF -DRILLING SMS (435), SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11.THIS SHEET CONCRETE/CMU PERANCHOR EDGE REQUIREMENT DISTANCE VERTICAL SECTION H-H U VISIBLE LIGHT WIDTH = _ 114" WINDOW BUCK WIDTH - 2314" MAX. SHIM WINDOW BUCK WIDTH c HORIZONTAL SECTION G-G EMBEDMENT I EDGE JL•�' DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT EXTERIOR V Anchor Substrate Mn. Edge Di e Mn. Enlbedrllerlt max O.C. S #12 or 914 410 SS Screw Sm&,em Pine SRO. 9/16" 1-3/8" 6.2" Ahern 6D63-T5 mn' 3/✓r 0.067 • 6.2" A36 Steel 3/6" 0.083" • 8.2" 3/8" 0.D45" 18 Ga • 6.2" #12 or #14 Steel Screw (G5) Southern Fine SCrO. 9/16" 1-318" 6.2• A jm 6063-TS rrn. 3/8 0.063" 6.2" A38 Steel 3/8" 0.063" 6.2" 3✓8" 0.045 18 Ga 6.Y' 1/4" 410 SS CreteFlex routed CMU (AS C-90 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi) 1" 1-3/4" 11.6" 114" Steel lJt'acon Concrete 70. 2.85 ksi 1" 1-314" 11.6" Concrete n1in. 2.85 ksi 2-1/2' 1-3l8" 11.8" COk41 TM C-90 1-114" 5/18" Steel Ultracon Concrlge min. 3.5 ksi 1-114" 1-3/4" Gr C C-90 1-314" 11.6" �114" MAX SHIM 1X WOOD BUCKSTRIP, MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. I SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: ALL HEAD TYPES APPLICABLE. • • • • • • • ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTAI4OE LIMITS • I • • 0 • • • • • • • • • • • • • 1. USE ONLY ANCHORS LISTED • •• 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICK4t9 IS L11134HAN •11R". XiNOOIi BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS '2X' ARE 1-111 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE iO PQOVIDE BULL SUP�IJ TO F• • WINDOW FRAME • • • •I ! • • 'W Mn. F, MA F. •46Wl S- 92 Its 120 ks 410 Serve 90 I® 110 W Eto L/1raCone 155 kai 177 ks 410 SS Eto CrarFY.0 127.4 W 18e.7 ks rvn 18 kai ks S 38 k1i 58 Wi Gr. Skd 33 W 45 W 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLIOR NCF APPUL� TO W -PC EISYS;ENy • • • • • =• • • • • • • • • • • • • • •• •• • • • ••••• ••• • • • ••• • PRODUCT REV I: ..-Plyilg wuA urld.g co& AIf orxptaooc No E�wmv Dreg I NO CHANGEIS THIS SHEET. I W z Y u p q c O N a1oQ p a0 O IY n Z a Z u-.,c W � = _ N W L) o O cv ~o LU C9 cxa .>ILL Z U � 0 O Q O1 ~ laau� ® Z Z O z q Z Z ¢ Q in o W n X Z Li LL a "ac s �. pNY L NH,y1i ��% * ; No. 705 OF \` ��i775'/Q(VI I % \E \\\ A LYNN alER, PE- Item # PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equalaeg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Cunoes Rigid PVC 8 4267 7/ Ur Lami. Glass Beading for Cunes Alum. 6063-T5 9 4269 I.G. Beading for Cures Alum. 6063-T5 10 70589C Gasket (at W comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116' x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block. I.G. 311T x 1-3132" x 4" Neoprene, Duro. 85 +/-1 29 76X1 14FPD #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXr 77 lQuanex Duraseal Spacer 78 1 Cardinal XL Edge Spacer ALL CORNERS TO j USE GASKET 1 AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES 90'CORNER FRAME ASSEMBLY 4, / / EXTERIOR `\ EQUAL -LEG FRAME `FLANGE FRAME m 2.784' 094' — -II-�- 074• � o6r 1.875' +T L 436" t.000" T 500 1.050---- OFLANGE FRAME 2.764" .094" o7a .052" L 375" .IO8I I�18I1 . LyIVI� 970.346' 970' 1.037" .875' 875875 I '1_050' DW 050•.050 7/16* LAM] BEGDIGO1- 1116' I.G. GLASS INSTALLATION BEADING FAROVER GLASS BEADING FOR CURVES 5" 2784• 094 F:074" • --Il � 06 500" 436" 1.125• 077' &N. FRAME .875� If jl IIIII 050• OI.G. GLASS BEADING FOR CURVES HOT -MELT SILICONE BUTYL ALUMINUM POLYISOBUTYLENE DESICCANTFILL STRUCTURAL REINFORCEMENT SEAL 5/16" NOM. POLYISO- 1/4' NOM. 3116" MOM. SILICONE BUTYLENE WITH STRUCTURAL BUTYL 6 5/16" NOM. SEAL DESICCANT SILICONE i�/ DESICCANT' ROLL -FORMED / FOAM WITH / FOAM' STAINLESS STEEL EXT. GLASS // DESICCANT i / EXT.GLASS / EXT. GLASS EXT. GLASS INT GLASS INT GLASS I INT. GLASS INT. GLASS 75 KODIS SCE 7' NXTER SPACER'S T. OSPRASE 78 L° XLEDER- ACER SPAC ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAMEASSEMBLY KKAL-LEG FRAME E FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS b (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ALL CORNERS TO j USE GASKET I AND/OR SEALANT 90' CORNER FRAME ASSEMBLY • EXTERIOR 1 ANGLED/CURVED FRAME ASSEMBLY Afy.n. • EXTERIOR MITERED FRAME WITH INTERIOR y_AN%EXTERIO EV�L DS • • (IIHOWN) OR eO R J(ETrTT • • �REriN BOSSE°ySEA NT TALL CORNERS ••• • •I • • ••• • • • • • • • • • • • • • • • •• 600 • • • • • ••• •• •• •• PRODUCT REVS as cwmplYug wi16 Fbrida Buiklies Coda Accapt,oce too 1 04' E-Pka o. O+tc ! NO CHANGgS THIS SHEET. W z O N j Ur a a O [� O J O =LL c W UUo 0 O Co rl-> pi O Z O u � Y a � v O rn a,c O W � z J W 0 0 Z O I= g U) z z 0 t] Z W L X LL 0 r- G rn , w "w W z O LL" U LL O O o z Q U) z O Z o H Q LU O W N 0 e m D- \`1 t11111111/1 it N/V��l', 't 'OC NSF • . l� ; * : No. 58705 :i0 A s�SO!PF .•G N 0.ALE�\ AhE612.L�0.2 58 M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Flpyid433175-2474 BOARD AND CODE ADMINISTRATION DIVISION T �786) %15-2590 • .F.gJM 315-2J9.9.... NOTICE OF ACCEPTANCE (NOA) •. jAyy1.miamWade.sov/economy . • SIW Solution, LLC • ...... . ...... 975 S. Congress Ave. # 102 • Delray Beach, Florida 33445 000000 • • • • . 000000 • • • • . ... • .... .... .. SCOPE: • • This NOA is beingissued under the applicable rules and regulations governing the use of c � S� •Ction m •y'1.15. The: : : • PP � g g PP 1� �@ 3 ...... documentation submitted has been reviewed and accepted by Miami -Dade County RER-P1pdW4.Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisd3cti(In ;AHJ)... . ....:. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Rroduct tontaol Section (In Miami DadeCounty) and/or the in areas other than Miami Dade ounty reserve tko right to have fts pro uct • 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 Velocitv Hurricane Zone. DESCRIPTION: Series "500-9 " Aluminum Outswing Doors w/wo Sidelite or Transom APPROVAL DOCUMENT: Drawing No. W13-68 Rev F, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Jan 08, 2019, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 Limitations: 1. See DP tables for X or XX in sheets 2 & 3 O/X or O/XX in sheet 4, for O in sheet 4_1 and door w/ sidelites (Narrow stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet 5, shall not exceed = 36-91/6". 3. ADA threshold options #1 and #2 are not rated for water Resistance' and limited to DP=+*/- 62 PSF. 4. Glass A is limited to DP=+/- 70 PSF. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and rollowing statement: "Miami -Dade Gounty-Product Gontrol-Approved", noted -herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1115.01 (former SIW Impact Window, LLC) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 19-0131.14 ExpirationDate: May.22, 2023 Approval Date: February 28, 2019 1*No\ Page 1 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED1. . . .... Evidence submitted under previous approvals ...... • .... % A. DRAWINGS •••••• ••••% 1. Manufacturer's die drawings and sections (submitted under files # see bejQyv) .... 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance boor4.M.I.)'i sheets 1, • •; • •, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015,•pmp$red by,A� �ooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • • • • • • • • • B. TESTS (submitted under file # 14-0305.06) •• • • • • • Test reports on* 1 I Air Infiltration Tee1y �m •""' 909 • Per F$�� TAS • -94 2) Uniform Static Air Pressure Test, Loading per FBZf TAS 202.9C..' • • • • 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5tb Edition), prepared by Al Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 1 1. LX 40-).. IshA I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 E-1 — ApprovaMate:-'jcbruary28,2019 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS •....• ...... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc tForiner E:J..0Uont '. DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) G1&11 Ynterlayers", • • expiring on 07/04/18. • • • • • • ; .... ; 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Int E.1.DiVbnt . • • • • • ,(,fprther DeNemours & Co., Inc.) for the `Butacite ® PVB interlayer", expiring on Ji2/11 /16 • Goo** • F. STATEMENTS (Except item # 1, all other submitted under file # 14-0305.*no • • • 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of fir* ncial.interest, .. 0 0:0 prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ahanad3 O.E. • . ...... 3. Addendum letter dated 05/09/14 ref #BT-SIW-13-001 and BT-SIW-13-006, issued lY Mack Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. W13-68 Rev E, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)" sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12/30/13 and last revised on 11/07/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC 51h Edition (2014) and FBC 6" Edition (2017) prepared by Al Farooq Corporation, dated 11/03/2017, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS -- _-- 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol Ultraclear , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 6" Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated 11/03/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises and renews NOA # 15-0406.13, expiring 05/22/18. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 E-2 _Approval Date:_FEbruary 28,2019 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted. • . . .... ...... A. DRAWINGS • ...... . ...... 1. Drawing No. W13-68 Rev F, titled "Series 500-9 Alum Outswing Entraxw4Dpor (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised onJe#1608, 2019*•9 • prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P' P • • • • • • • • •; • •. ...... .. . ..... B. TESTS • .. .. .. . ...... 1. None. ...... C. CALCULATIONS �' "' • 1. None. • D. QUALITY ASSURANCE • • • • • 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol Ultraclear, , Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS (submitted under file 918-0116.11) 1. Letter of conformance to FBC 2017 (6' edition) and No Financial interest dated NOV 07, 2017, prepared by Al Farooq Corporation, , signed and sealed by Java Ahmad, P.E. 2. Statement letter dated DEC 28, 2019, issued by SIW Impact Window, LLC that it has sold all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and No longer manufacture the products and request to rescind the Exhibit "A" NOA(s), signed by Abdiel Lopez, Manager. 3. Statement letter dated DEC 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A" NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NO_A # 17-1115.01 (former SIW Impact Window, LLC), miring 05/22/2023. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.14 Expiration Date: May 22, 2023 Approval Date: February 28, 2019 E-3 - NON STRUCTURAL DECORATIVE GRILL 6" HEAT STREN'D GLASS 3/16" HEAT SIREN'D GLASS rSOUD ALUM BAR OPTIONAL .090" Interlayer .090" IntedDyer - T—if.1 PV13 SentryGlas � By 'Kuroray America, Inc.' I` By 'Kuroray America, Inc.' I-3/16" HEAT STREN'D GLASS 1� t-3/16" HEAT STREN'D GLASS 17 12 \ ]UT I 61. /SIUCO l \ IIIIIL NE \ DOWSIL 995 \ G4ASYi:�A. GLASS TYPE 'B' 7/t6" OVERALL LAU. CLASS 7/16" OVERALL LAM. GLASS TEMP. GLASS AIR SPACE S DECORATIVE PANEL SPACE �5/32" HEAT STREN'D GLASS \AIR Intedayer T—if Trositol PVB \ \ VBy Kuroray America, Inc.' r 5/32" HEAT STREN'D GLASS I DOWSIL 995 i s i I � I � SILICONE o ` /r DON51L i ALTERNATE GLAZING DETAIL GLASS TYPES 'A' k 'B' 6" TEMP. GLASS AIR SPACE L 3/16" HEAT STREN'D GLASS 1 .090" Interloyer r T_401 PVB 1 1 By Kuroray America, Inc.' 1`t 1 73/16" HEAT STREN'D GLASS 1 I SILICONE 1 I f- DOWSIL 995 i r I I I:+ \ I/ \ CMDINAL XL �e \ / EDGE SPACER Sr. STEEL GLASS TYPE 'C'I GLASS TYPE 'D' 1" OVERALL LAM. INSUL GLASS 1" OVERALL LAM. INSUL. GLASS GLAZING OPTIONS VARY THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. 10 SMS / GRILLE MIN. SERIES 500-9 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2 k 3. SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. SEE SHEET 3 FOR GLASS TYPE AND ADA SILL. SEE SHEET 4.1 FOR SINGLE SIDEUTE AND GLASS TYPES. LOWER VALUES FROM TRANSOM/SIOELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. -- DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1RY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. • • • • • • • • • • • • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BED AN•LY�tD 1EPIRATAY, • AND TO BE REVIEWED 13Y BUILDING OFFICIAL. • • • • • • • • • • • • I;IZ • •• • • • •/•• V MIr • lROWCt YE1'"• ` ''VGENRF''••. •�\ s di.R C" nlli Ne iLrYr, `. No. 7L•r`•2• • Is)tYaYeer ate 77a2;• • �•L i • S. • • •�0' • 811e 19IIIIIIIIIII&NOW (babe ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �II�III II.. ! i 4 n � �I alga droving no. W13-68 DOORS WITH STD 3 POINT LOCKING HARDWAR 39 3/8- MAX. FRAME WIDTH 76" MAX. FRAME M9DTH 13 3/4 13 3/4" 5 1/2" MAX. HEAD/SILL___ CORNERS A HEAD O SILL I 5 1/2' MAX. CORNERS TI -' MAX. ram„ FAD SILL I ) I -- I I !1'I I I 1 1 1 I I II I I / I I / I L— �I C / I �I ^p Ona \ , \I JN ACTIVE \ SURFACE APPLIED FALSE MUNHNS OR POBDECORATNEMAY BE USED 216' MA%. D.L OPG. 36 9/16" MAX DOOR LEAF WIDTH TYPICAL ELEVATION ( X ) LOCKING OPTIONS SEE SHEET 14 e 1 n St;IFACE APPLIED 'Imw FALSE MUNTINS OR L ¢ DECORATIVE GRILL R I MAY BE USED i � \ _ _ylt�� J/ r 1�E /I \ I I 1' �f'� � LOCKWG SOPTIONS SEEHEET 14, 1M INACTIVE I ACTIVE HEAD ANCHORS AT STILE ENDS (7) AT 3- O.C. �I �I •� II I I I li 1 I _C' N ` O 26 9 i6' MAX. U D.L. OPG. 36 9/16" 111! j DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (7) AT 3' O.C. TYPICAL ELEVATION ( Xx ) SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. 3' MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY 4mw DOORS LOAD CAPACITY - PSF SINGLE (x) OR DOUBLE (xx) DOORS WITHOUT TRANSOM NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) �N4 FLORIDABUILDING COMMISSION • • • • • ylA : • E T Y ToEME Rl• DCA05-DEC-219 • • • • • • • • • • • • • • • • • • • • • • • tsEdLc r IdvIRRI • • • '� � ' EN .'•� n i 6 SINGLE DOOR (X) p11S. DOUBLE DOOR DIX) DIMS. GLASS LOCKS HINGES n o' 8 a ^o a _ TYPE 'A' TYPE 'B' TYPES 'C' k 'D' TYPES 1, 3 TYPE 4 TYPE 5 FRAME 'MOTH FRAME HEIGHT FRAME FRAME WIDTH HE,,,., IM.(-) EXT.(+) INf.(-) EM.(+j IM.(-) EXi.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INi.(-) OUANUfY of LEAF o a o W ,. �; 4 RI w J9-J/6" 97-J/4' 76• � 97-3/4' 70.0 700 80.0 80.0 60.0 60.0 60.0 B0.0 00 60.0 62.0 62.0 4 9-J 108 7 1 80.0 $0.0 - I- 80.0 80.0 - - - - 4 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL Y�1ileK CeAe _ SEE SHEET i FOR GLASS TYPES DESCRIPTION. GLASS D.L.O. FORMULAE: AseyrueeN4 /z'./SI I '70 SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. D.L.O. WIDTH = FRAME WIDTH - 9.813` (X j)�L25) • • • •V4rw �hJ�-r1�• I .• �7 : i3' _ $ S J * _ (FRAME WIDTH - 22.87s')/ ( Dot •- IS • L, •� `•. an8,2018 t", l D.L.O. HEIGHT FRAME HEIGHT - 11.5" (4j BQTTOW L) • Ood9► • .�.(� STATE MDF !(7� drawing no. = FRAME HEIGHT - 13.5" (66 BOTTOY RAIL) • • • • • • • (� �rOR1D�'. \�� . FRAME HEIGHT - 15.5" (8" EOTTOM4RAIL) • • • • • �i S+�`••.."" �G W `3-6$ « USING #20305 (1/2- HT.) THRESHOLD • • • .7i.. AL1�1��` sheet Z of 16 ••• • • • • ••• • • • • • • • • • • • ••• •• •• ••• ••• •• •• I DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4" FRAME WIDTH 5 1/2" MAX. 1 HEAD/9LL CORNERS / SVR SEE SHEET 14 81 26 9/16" MAX. D.L. OPG. 36 9/16' MAX. DOOR LEAF WIDTH TYPICAL ELEVATION (x) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME FRAME EXT.(+) INT.(-) WIDTH HEN;Hf 39-1/4' 1 97-3/16' 82.0 620 76 1/16" FRAME WIDTH 5 1/2" MAX. , HEAD/SILL I Al CORNERS .�_HEAD ANCHORS AT STILE ENDS (7) AT 3" O.C. I 1 i Xi SEE/SHEET 14 M \ i —'- 222555 \ \ \ I L SEE SE / .SHEET 141 / �o U DOOR TIO S i 1 � 'U 26 9/16" MAX. D.L OPG. 36 9/16• MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH---��11 (7) AT 3" 0.6. TYPICAL ELEVATION ( XX ) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) CLASS TYPE 'B' DOOR DIMS. ADA TBRESROLD FRAME FRAME EXT (+) I INT.(-) WIDTH HEIGHT 76-1/16" 97-3/16" 62.0 62.D SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. •• ••• • • • • • •• • • •• • • • • ••• • •• ••• •• • • • ••• NOTE: VERIFY COMPLIANCE WITH EGRESS 11MITATIONS WHERE REQUIRED. i DOOR D.L.O. DIMS. • • • • • • • • • • • • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 13.313' (!' BOTiiM RAIL). D.LO. WIDTH (X DOORS) = FRAME WIDTH - 'R2.AP5�• • • • • • • • • D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - •[2.075)?2 • • • • ••• • • • • ••• • • ••••• • • • • • • ••• • • • •• •• 9tODUC F•EVg a caaoyfq wM dr •haft bw"Aad :cenel e''"r" Wr S CL. pm4m C }gga ry OI N ^i O C U a � a � Jan •N L a C: 2 0tr=�run Z VQ I 100u in 01 ^� 3 Lo W rn o 0 AH �' 'T "'U R zY srHre8 2019'�` d10wing no. W1.3-68 39 3/8" MA%. --{ 76' MAX. _ ��; DOOR/TRANSOM FRAME WD.l DOOR/TRANSOM FRAME WIDTH n 37 1/8' Imo--- 73 3/B' MAX. TRANSOM LEAF W. f TRANSOM LEAF WIDTH O n % _ h ` I MAX.• (2) ANCHORS I 10" 1 MA%4 F i Z ry _a 5 1/2" MAX. 5 1/2' MAX. Q y HEAD AT TRANSOM ENDS �p a� HEAD HEAD/SILL F SILL b ALL LOADS HEAD/SILL F }� SILL CORNERS I CORNERS 1 I a n O 0 15 LL o u �'-� m� DaaQ1YBp m 9i o� G /�%/ I ° O y y E. iG n m l� Q w n n f•I n TJ- � Zy_ � j 1 ( J O QZJi: J I ' 1 J rrvn E%T.(+) DESIGN LOAD IS BASED ON STD. SILL FOR LOCKS AND HINGES LIMITATIONS SEE SHEETS 2 k 14. (5) ANCHORS I O AT TRANSOIA ENDS 5� ^ i ALL LOADS N u Ss a u D.L.O. HEIGHT (TRANSOM) TRANSOM LEAF HEIGHT - 10" 1 pj In LL In m • / I� I D.L.O. WIDTH (TRANSOM) = TRANSOM LEAF WIDTH - 10" I 0 w 191� ti II = n �ODO I+� r o: Jo U✓ I m o 'z �d I V)U X" m I \ I I 1 LOCKING 'ROf1UCf IIEYf� 0Pi10N5 m�D!!ML kY IE! 17YY9 W �' �I I SEE boding C,.& I \ i SHEET 14 -- Axph.61 et No-� 01 )�• (C: c I Q ACTIVE d hedlet m Q a g 8 ---� SURFACE APPLIED y SURFACE APPLIED _ FALSE MUNDNS OR ' mmw FALSE MUNIINS OR_ B '3 •m DECORATIVE GRILL I DECORATIVE GRILL 312 a FFF"""---�••�yy--- M m O = - MAY BE USED 26 9/16' MAX. o MAY BE USED 26 9/16" MAX. o o R g o a �.� H c7 I D.L OPG. ••ml••• • *AT IAPA THH�LL CORNIR NOi cORS' _ _ _ • • • • • • 4 m o u rn 36 9/16' MA%. 36 9/16' MA%. _SHl ANCHORS* STILE END6 • • • • • • • 1111 I!1fl �c� W DOOR LEAF WIO7H DOOR LEAF WIDTH (7) A7 3' O.C. • • • • • • • • • • • ��``J.�, CC�� ����y'T�S'�'��i \ / I ii a Mo. 70592 • • • • • • • • • • Jan 8,2019 • • • • • • • • • �� O• STATEOF ({fdrawing no. • • • . . • . : • • \�% . AZORID� ` W 13-68 • • • • • • • • • • • • : • � • • 7���7�,lQRtAL 1��x sheet 4 of 16 T i Trr • 11 II II II Fi r� II i SINGLE OR DOUBLE DOORS Rfl'H TRANSOM CAPACTfY - PS? FRAME/ G1ASS TYPE GLASS TYPE CLASS TYPE TRANSOM DOOR TRANSDM A' 'B' 'C' Y D. EM.(+) INf.(-) FM.(a) N1T.(-) EXT.(t) 84T.(-) WIDTH HEIGHT NEM:M 24• Be.4 eb.a ee.4 6e.4 60.0 60.0 72' �• es.1 65.1 65.1 I 65.1 60.0 80.0 36` 62.2 62.2 62.2 622 60.0 60.0 96" Ia' 61.0 61.0 81.0 61.0 80.0 60.0 76` (xx) 30' - Se.1 50.1 Se.l Se.t SD.1 5e.1 J6' 58.4 56.4 SS.a 55.4 65.a 55.4 21' 62.2 e2.2 62.2 82.2 - - 72' (%X) 30' S9.5 ' 39.3 SB.S 59.5 - - 38' S7.0 s7.0 s7.0 - 57.0 - 108' -le 55.4 S5.1 55.4 55.1 85.a - - 76• (xx) 30` s3.o 53.0 SJ.o s3.o - - 3e• _ so.e so.e so.e so.e - 1 - J9 J/e• 70.0 70.0 80.0 e0.0 e0.0 80.0 (x) 39 e" 108` 36• 70.0 70.o i �, eo.o eo.D - - ••• • • • • ••• • •• •• • • • •• •• SINGLE (STATIONARY) SIDELITE UNIV1 3 (SEE DETAIL IN SHEET 11) (� ; Z 39 3/8" MAX. 0 h R FRAME WIDTH Hi Zn al ad'fL �� 2 13 3/4- 0 R `- C 5 1/2- MAX. O HEAD IL ry HEAD/SILL CORNERS I SILL i 0 d~ w r - 8Z paoo� II 0 arc D N �� IQ Wyk n i SIDELINE, Q b f y/ m Al y Al it WIDE II J • U t U� � V I SIOELIfE II II 2 II ai oIm �0 m v�I ii J>vi D pna1Nr., Ow m J = h y 0: a i y/ O �OUm I 3^W j SURFACE APPLIEDI� FALSE MUNTINS OR i DECORATIVE GRILL ¢ I� MAY BE USED 29 9/16 MAX. 8 0 ? IR y D.L. OPG. HtOD41CF•EY)A� w • 0 i 36 9/16• MAX. A —,,—,.No 19ro131• ly u e SIDELRE LEAF WIDTH K><PhWa. 0.h_ s• E — i TYPICAL ELEVATION ( O > 0 _ o r 6 7IN ••• ••� • • • • •• C�� o • • • • • • • cam- Wig • •• • • • • • `Illf/// • c • • • • • • • •A I F-1 - r CENgE O � R 7 i g j No. T06B2 - B • • • • • • • • • • • • -X. •. � r8 201P dro..ing no. ii • • ••• i • • i �1011111, �In's W13—••NALLL shee14.1of16 SIDEllTE LOAD CAPACITY - PSF Sf,4\D ALONE STATIONARY PANEL (0) GLASS TYPE GLASS TYPE GLASS TYPES SIDELlfE DIMS. 'A' 'H� 'C' k 'D• FRAME FRAME �.(+) [MT.(-) EM.(+) IM.(-) EM.(+) IM.(1) WIDTH NEICM 3a-3/e' s7-3/4• 70.0 70.o eo.o Bo.o 60.o eo.0 39-3/B• IOE• 70.0 70.0 BO.D BO.D - - • • • • • • • •• • •• ••• • • • • • • 189 3/4' -� �- TESTED FRAME WIDTH 6' Z ^• ; O M °^mg i v I.E. o d �t 0 V p� pKoc§ -3 1' z� LL Z N o f V QWm r--- -1 -� O ? N I N �N b Jan %N� r C� a per= n UUQ �O UJ n OUm N r a e 3nw WfAmo SIDELITE WIDTH1 1/4' DOOR LEAF WIDTH (7) AT 3' O.C. NOTE;E 76' MAX. DOOR WIDTH (XX) THE FRAME AREA OF ALTERNATE SIZE MUST NOT --- � I EXCEED TESTED FRAME AREA 127.31 SO. FT. 39 3/8' MAX. DOOR WIDTH (X)i REINF. AS REDD. 1/'_N' , SEE GHART L SIDELITE LEAF WIDTH = SIDELITE MOTH - 1 �qq EI u,l •-1 1 Ylgi I� r - II 3 EXT. EXT. LEAF WIDTH 0 LEAF WIDTH • • • • • • • • • • s m 0 o w w� • • • • • • •DOOR FRAME WI TH NARROW SIDELRE WIDTH DOOR FRAME WIDTH I WISE•SIDELITE YADTH • • • J. • Ltt�l tt� NARROW STTL.E • • • WADE aSTIiE • • 1'^' :. • • SIDELTTE LATH DOOR • • • • •SIDEiI1E ftIRH DOOR • ENBf'•.'G7 i (W/WO REINFORCEMENT) INSTRUCTIONS: USE CHARTS As Fouows. v°py I yw, _ * _ � ' �I 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY. GLASS jYPES • •"ROw• Ise ./5( `� •t. • AND LOCKING OPTIONS FROM TABLES ON SHEETS Z & i, �"? lY�[�t i A $ 2019 Li/ ^ 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAf•CR• •"^"^ h } BT�TE (yam drawing no. FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO t70.0 PSF FROM TABLE ABwE. • • • . �1�A�1� �• _• •.IR1DI`.••' \��` �) ••• ••RAF' •�Y/���1AL L�G W13-68 EXT. + DESIGN LOAD IS BASED ON STD. SILL 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY r+ TO ENTIRE SYSTEM. ltlllll sheet rj of 16 DESIGN LOAD CAPACITY -PSF SIDELfIEs WITH SINGLE OR DOUBLE LEAF p00R5 SIDELITE y�TM INCHES DOOR FRAME �� INCHES GLASS TYPE 'A' (SEE NOTE DEIAK) CLASS TYPE 'D' CUSS TYPES C. h 'D' NARROW STILE SIDELITE A/O RSINF. EXT.(+) RfT.(-) NARROW 577TE SIDEIJTE WITH REINF. WIDE STILE SIDELITE TI/0 [LEINF. NARROW STILE WIDE STILE SIDELITE Tf/0 RIINF. 9O'.(-) JD JB a ae-7/e Ia 52 54 58 6p so BD.o ao.o so.o eo.o eo.o eo.o eo.o fio.o 80.0 '. BD.O _ 80.0 �e0.0 80.0 I 80.0 60.0 60.0 ao.o eo.o eo.o eo.o eo.o aD.o eo.o 60.0 eo.o eo.o eo.o eo.o Bo.o eo.o - - eo.o eo.o aD.o eo.a fio.o _ - - _eo.o 7J.8 73.a 73.8 73.8 73.e 7J.e - - 71.1 71.1 71.1 71J 71.1 71.1 - - 68.6 68.8 88.8 88A Be.e 88.6 - - 64.0 84.0 81.0 8/.0 64.0 6/.0 - - 30 J6 /2 46-7/8 b 52 54 56 60 BL 80.0 80.0 e0.0 80.0 e0.0 80.0 80.0 80.0 80.0 80.0 a0.0 e0.0 e0.0 80.0 80.0 B0.0 80.0 80.0 e0.0 00.0 80.0 80.0 B0.0 � 60.0 80.0 80.0 80.0 80.0 80.0 80.0 - - eo.0 e0.0 BO.O e0.0 80.0 e0.0 - - 73.8 I 73.8 73.8 7J.8 73.e 73.9 - - 71.1 71.1 71.1 71.1 71.1 71.f - - 68.8 66.6 Be.e e8.8 68.6 - - 6s.0 64.0 64.0 64.0 84.0 - - 30 36 42 48-7/8 46 54 56 90 80.0 80.0 80.0 I B0.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 I 60.0 BO.O 60.0 e0.0 80.0 80.0 80.0 e0.0 - - 80.0 e0.0 80.0 e0.0 60.0 - - 80.0 80.0 80.0 e0.0 80.0 -- 73.8 73.8 - - 71.1 71.1 71,1 71.1 71.1 71.1 - - 68.6 68.6 69.8 60.6 69.8 68.6 _ - - Jo 36 12 48-7/9 b 52 S, 98 eo.a ao.a eo.o eo.o eo.o ea.o eo.o I eo.o 80.0 80.0 e0.0 e0.0 _ 80.0 e0.0 eo.0 60.0 e0.0 80.0 60.0 80.0 80.0 80.0 - 76.0 76.0 78.0 78.0 76.0 76.0 - - 75.1 73.1 75.1 75.1 73.1 76.1 - - 71.8 71.8 71.8 71.e 71.8 71.8 - - 70.2 70.2 70.2 70.2 70.2 70.2 - I - Jo 36 {2 46-7/e 46 52 87-3/a eo.o eo.o ea.o i eo.o eo.o eo.o fio.o I eo.o 80.0 B0.0 80.0 ' 80.0 , e0.0 80.0 80.0 80.0 79.1 79.1 79.1 79.1 79.1 79.1 - - 74.7 74.7 71.7 71.7 71.7 71.7 - - 73.7 73.7 73.7 7},7 7J.7 )J.7 - - 70.3 70.3 70.5 70.3 70.5 70.5 - - So 3e 12 48-7/e N 102' eo.o eo.o eo.o eo.o eo.o eo.o - - Bo.o eo.o eo.o eo.o eo.o eo.o - - 7s.8 73.8 75.8 75.e 7s.8 76.8 - - 71.8 71.6 71.6 71.6 71.6 71.6 - - 70.6 70.6 70.6 70.6 70.6 70.6 - - 30 }B 42 48-7/9 46 108' 79.7 79.7 80.0 e0.0 e0.0 80.0 - I - n.z 7J.z n.3 n.3 na na - - 67.7 67.7 71.8 71.6- 63.7 6J.7 67.6 I 67.6- 62.968.7 68.7 e6.7 66.7 - 5 1/2' MAX. HEAD/� m 1 MAX.4 J' (6) ANCHORS 7YP.�A7 HEAD/SILL CORNERS HEAD/SRL ' I_\r NARROW SIOELRE / K ; I NARROW I mm mo SIDEJE SIDEIRE 51DEL1TE • %<%<•xS rl I / 0 I I 1 p� INACTNE ACTIVE 1/ SURFACE APPLIED _ D.L. OPG. FALSE MUNTINS � Z6 9/16' �� � MAY BE USED I^ NARROW/N'IDE D.L. OPG. 36 9/16� MAX. � SILL ANCHORS AT STILE ENDS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/8' MAX. MAX. FRAME WIDTH MAX. FRAME WIDTH MAX. FRAME WIDTH y FRAME WID� I 1 I I I II O I II Q O II I 0 �11 11 © 0 It oar IeJP.'J ("u) U (2) J9 3/8' MAX. U e ' o !D-fi DOOR FRAME N b � JI„If L mp 3 Qf zR a < 0 o SINGLE LEAF DOORS WITHOUT SIDELRES. O SINGLE LEAF DOORS WITH SINGLE SIDELITE AT IL W EITHER SIDE OF DOOR. C ° FRAME WIDTH FRAME WIDTH L/x / I I Gl (rl 76' MAX. OPTIONAL I 76' MAX. gigs_ \ 01 / / I� c 39 3/8' _..MAX' 78' MAX. rIONAL NGLE AND DOUBLE LEAF DOORS WITH TRANSOMS VD WITHOUT SIDELITES Oh" aQ�� QQ. O lO< is 0obe. E Z s 6 IL Z oERI 00 I N " O DOUBLE LEAF DOORS WITHOUT SIDELITES. DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT J ¢ n EITHER SIDE OF DOOR. ei tnLn LL C 0m= n ., Z v �U m " RRODLIC r Era" m O _roof v trw •• now Meu1in c°a. � cn } `A ` Aacrateace No 11—OI'S 1. �� W � �j 1(1 J E.pirotin D.te cl �_il�z� (A rn O wj Wr'Ihrr NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 SO. FT. SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS I =I 8 SEE SHEET 5 FOR SIDELITE WIDTHS D.L.O. HEIGHT (SIDELITE) - LEAF HEIGHT - 12' (4- TOP RAIL, 5 BOT. RAIL) c - D.L.O. WIDTH (SIIj UTF• Oft LEA %PTH • 10'9(WINE STy.1i) on _ D.L.O. WIDTH (9kDE LITE) LEAF WDTF• - 6' ONARR01f STILES) o o o • •• • • • • ••• `11111 r1U/t� �rW APPROVED CONFIGURATIONS v R No. 705R2 I ' ' T a ! DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS INDMDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUj% • •: • • • • • • • • * 'v USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. • • • • • • • J 8 2019 Sy, LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED MIILr • • • • • •^iF �t� drowing no. APPLY TO ENTIRE SYSTEM. • • • • • • • • �'+OR1D�•'' G CW 1 3-68 TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). • • • •sheet g of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS I= ,,-FOR SPACING n 18Y WOOD BUCK METAL STRUCTURE gS SEE CHART II FASTENERS BY OTHERS OR LICK OR 9S4 � FOR MIN. LENGTH EDGE DIST 1I STRUCTURE APPROVED MULLION � 1 3y FIN SHES •E E•D15T.� i i ,CONCRETE EDGE IN BY OTHERS . CONCRETE EXTERIOR • I 11 EDGE DIST. _0 Z O V O -I Ic_ l,w I I \ I I I { I 1 I I I I i--1' FLUSH BOLT W n GUIDE TUBE ISHES W 8Y OTHERS 1 Q f a 1 Im3 TYP. N i NN o LL JJ/I r 9 >In ✓'� TYPICAL ANCHORS TYPICAL MICHORS \ 3 a O q o 2) SEE ELEVATIONS SEE ELEVATIONS p FOR SPACINGFORSPACING 0 SEE CHART SEE CHART O .3 z FOR MIN. LENGTH FOR MIN. LENGTH �: C 2 O TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD AT SILL AT JAMBS ANCHORS TYPF SUBSTRATE MIN. LENGTH MIN. EDGE D15T. MIN, LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DIST. 1/4' DIA ULTRACONS WOOD 2-3/4' 1' NA. .A N. 3-3/4 1' BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) _ {• - 4' 2-I 2- 3-3 4' 1 2-1/2- /4- DLA. SELF DRILLING SCREWS METAL (GRADE 5 CRS) J/4' ]/4' NA N.0. 3/4' 3/4' WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY . C-90 HOLLOW/FILLED BLOCK f'm I 'sN iO a Ja = 2000 PSI MIN. CONCRETE - Fc - 3000 PSI MIN. METAL - I/8' MIN. THK. STEEL Fu-58 KSI, Fy-36 KSI MIN. J t.i raj MIAMI-DADE COUNTY APPROVED 61 N MULLION r� a CO 1/8• MIN, THK. ALUMINUM (6063-T5, Fu=22 KSI) M = n IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY 'SIW SOLUTIONS' U U I 00 m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER i' O THEM TO BUILDING STRUCTURE. 4 (n SS } = I ANCHORS MAY BE HEX OR MT MEAD. i 1r 1 wi �I � SEE LEAF CORNER DETAIL ON SHEET 15 I I ORODUC T BEvom T.OrJg71� RLf��1YMi,�I� MRMnR Atep1YK ' POURED i N�(7-(JI�(,fy hPlrrir der OQI�I�i l o 5 k HARDENED HIGH STRENGTH GROUT Fc - 5000 PSI MIN. I m ^ { I I • `� U c n i I NOT BY SIW' MUST TRANSFER SHEAR p w O AMdM1.Aat d a LOADS TO STRUCTURE p 1Ok 15 16 LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) W I��1 •.mp W I I + y 30 - `- I I • • • • • • ae 15 •! 35 • • • • • • • - - • • •106 DETAILS o 00 m r B m o 8 _ 29 'CONCRETE • • • • • • • ° • • • • • • s '• ° • •\\ 11 fy/ • •`I A!�!�.fqy '"U\GENRE'•.,!) , • ' IGGE DIST!r - I F T EDGE GIST. CONCRETE TYPICAL ANCHORS 70592 I n ~ r ° TYPICAL ANCHORS• • • • • CHA ••: • = v I £ ' '• CONCRETE s Y '• SEE ELEV. FOR SPACING — FIT s ° °• "�-•SEE ELEV. FOR SPACING — FOR MINELENGTH • • • • • • • l • �- $ a EDGE D.. FOR MIN. LENGTH sx AD • • • • • • • Jan 8.2019 W; -�• • • • • • ATE OF !�� drawing no. • STD_ cIT.T, OPERABLE NITa OPFRABL NIT°* • • • • • • • �.'4y'2C}MD�'.•'' \�� OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE)• • • SLR �� W13-68 (APPROVED FOR WATER RESISTANCE) LIMIT MAX. DESIGN LOADS TO ±62 PS ( MR MAX.RDESIGN LOADS PST) L\ ` sheet 7 of 16 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • O O TYPICAL ANCHORS NOT APPROVED 9 FOR WATER RESISTANCE SEE EL FOR SPACING -� SEE CHART FOR MIN. LENGTH �• A�(I�CTIVE LEAF n H •e �e I WI u ' •. D.L.O. EXTERIOR 3 �6 FlNISHES BY OTHER$ LEAF MOT 3/8 MAX. 39-3/8• MAX. LOAD BEARING FRAME WIDTH 0 SHIM 1BY WOOD BUCK FASTENERS BY OTHERSoc TYPIGLL ANCHORS I SEE ELEV. 9 FOR SPACING SEE CHART ' INACTIVE LEAF FOR MIN. LENGTH 13 � 18 o ET � z Qio 3 a D.L EXTERIOR FINISHES 36-9/1 BY OTHERS LEAF . 3/8_ MA_"_._ _. SEE SHEET 1 FOR GLAZING EXTERIOR TYPICAL HORS SEE ELEV. FOR SP NG SEE C FOR M LENGTH O LOCK OPTIONS SEE SHEET 14 LOAD BENtING SHIM NOT APPROVED LOCK OPTIONS E �,,., ....-.. ..._..�- APPRn CD) 76' MO. EXTERIOR FRAME WIDTH (XX) '-1 APPROVED LOCK OPMINS E FOR WATER RESISTANCE SEE SHEET 14 `/ WITH STD. SILL ,s •• ••• • • • • • • • • • •• • !io4Vcr�Iswl� 10 a • • •: • •: : h1WRGi�•+uu..layy - INACTIVE 1 ACTIVE _ _ - = W-it^°d" C.dwl 8 �— 10 • • • • FjYTFi210g • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 9, r / tG k n n IL O o �` 0IL V C 4 0 �; l� I ci O m M paoo8 n 3 LL=m_o i� )NS t4 Q W 01 f F ra i' ¢J X � a Ipl .li O I- K:AL ANCHOR$ SPACING SPACING CHART z ggg vim [2 MIN. LENGTH V) a 2cr �I �0Q 1 :TURE I y 3 ,n Vlrno //4• MAX. SHRA DOOR DETAILS o . No. 70M = Jan8,2019 I STATE OF ((�. AZOR10�'�•'• �� _ry drOwin9 no. TYPICAL ANCHORS SEE ELEVATIONS __.--FOR SPACING DOORS WITH SURFACE APPLIED PANIC HARDWARE SEE CHART FOR MIN. LENGTH CONCRETE FASTENERS 14 TYPICAL ANCHORS JY SEE SPACING FOR SPACING SEE CHART FOR MIN. LENGTH S C1 9 E1 a o 0 mosEn 18 d G7 1 ❑ LOCK OPTION SEE SHEET 14 INACTIVE LEAF � � ACTIVE LEAF EXTERIOR 24 FINISHES BY OTHERS DOOR LEAF WIDTH DOOR LEAF II \, 3/6' MAX. 6 _ 76' MAX. _ SHIM 1 LOAD BEARING �- DOOR FRAME WIDTH I EXTERIOR B I TYPICAL ANCHORS • • • • • • • • • • SEEEE ELEV. FOR SPACING • • • • • • • • • r SCHART • • • • • • • • • FOR MIN. LENGTH • • • • • • • • • • • o I • • • • • • • • • 6 • • • • • • • ARsouE:r•EVi�j n• � Nr• wYY d. .d& IR•Ye� Csv _ IVY d9-OI SI•It! .•CONCRETE I I P ' • • • • • DINe f • EDGE DST 15 ' • �• ADA THRE SHOLT� OPTION ,M2 • • • • • • • �.. • : 1\ OPF'RAB .F NITc • • • • �C�NI••1 • • • • • • • • • •• • (NOT APPROVED FOR WATER RESISTANCE) • • • • •• • LIMIT MAX. DESIGN LOADS TO 362 PSF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR DETAILS c o w - ``Y111nnINNN� r _ ENS NO. 7OW2 s 5� Jan 8 2019 �; 1 •. STATE Or draw ng no. �S; •. eaao!.- �'; W 13-68 I AIA{ fill% t��`� sheet 9 Of 176 TYPICAL SEE ELEVATIONS Ed. FOR SPACING SEE CHART • EXTERIOR FOR AN. ' FINISHES • BY OTHERS ANCHORS LENGTH OOTCRETE METAL STRUCTURE 2BY BUCK OR OR APPROVED MULLION STRUCTURE (SEE SHEET 7 FOR SPEC) E . Ed._ 18 I .m mN 99 x IZ K /� \ I F 1 \J TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS ELEVATIONS LSEE FOR SPACING FOR SPACING SEE CHART SEE CHART FOR MIN, LENGTH FOR MIN. LENGTH AV TRANSOM HEAD FRAM T41 1 I n JIn Z C r n ZQN ¢ A II TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH X 1- /` �� (�; � AT 12' O. VS . MO. `/ 9 W1 B I 1 S I ALTERNATE LOCATION FOR ANCHORS 11 15 16 4 x w i x �i II � I I OPERABLE DOOR WITH TRANSOM W ' a •� 1 8 d 7�:]E:7XTER�10R EXTERIOR 3 FINISHES 73 3/8- MAX. B'! OTHERS TRANSOM LEAF WIDTH 3/8• MAX. DOOR/TVAIISOIy VQFH • • • • • •• LOAD BEAMNG --T-�• �T•--- •-- • SHIM • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • . • . . . • . • • . • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • H�-" W W E a y G>� Cdoo 8 pNp W 7 ° 4 It W 2 f 3 N n I N O U a� JQn CW L �I 0C= nm �±UU i _CL)mm � OU _ - N -onuc r p>bvps .� rplriq wIH •e.Arl! I I ` o Yd�I�RCw 4 weop no np'mime o h `2 W o e� �C1+-� Mtar��Ir l�.iet ^y!� _ I a•� � TRANSOM -DETAILS ° f O el? o 0 o W `Y`111111111.. ENgf'•. I _ _y+c .70M a s scan 8�2019 ; . �y I drawing no. POURED h HARDENED HIGH STRENGTH GROUT f C _ 5000 PSI MIN. NOT BY 'SD✓ MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOUD SHIMS OPTIONAL TO GROUT) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING jSEE CHART FOR MIN. LENGTH EXTERIOR •EDCE'DISf' FINISHES BY OTHERS __ '• CONCRETE m O 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELEV FOR SPACING 1 • 22 14 SE ;E CHART FOR MIN. LENGTH 16 16 _ _3 7� 18 �EXTERIOR UO } 1803 1 • T— D.L.O. 7 EXTERIOR FINISHES BY OTHERS NARROW SIDEUTE LEAF WIDTH }/S' MAX. }9-}/8' MAX. 3/S• MAX. )AD BEAF6NG STAND ALONE SIDELTTE WIDTH LOAD BEARING SHIM eHlu YYPICAL ANCHORS SEE ELEV. F OR i TYPICAL ANCHORS O SINDEUfE SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ETAL TRUCTURE y� }/S' MAX. }9-}/8' MAX. 7/s• MAx i LOAD BEARING---���111 STAND ALONE SIDEUTE WIDTH---��77 SHIM :i �'_ SHIM n p�iTi c o 0 • • • • • • • • • • • • SIDELITE DETAILS • • • • • • • • •� o l90DMC r YEYmvOEN@F . Q '• R 1' II I s—PL7i.twMdwNNW No.Tf1592 ` CONCRETE •. ' A-490 .. a • ••• • Aatb..Ne 31•�4 �r ;tr_ j a L • • • • • riWt1L••D•h '• Jan8,2019 Jr DGE DIST. •• TYPICAL ANCHORS • • • • • • • • • `•• • STATE OF �� drOring no. SEE ELEV. FOR SPACING W13-68 SEE CHART i • • • • • • r�r Yjtri� • �i�` •'•.ORIOr•. •' 7� FOR MIN. LENGTH UAND ALNEcTATIONARY UPS • • • • • " ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH #12 SMS 9 y K AT 6' FROM ENDS SIDENARROW 11TE NARROWSHIM © . k 12O.C. StDELTE AS REDO. _ 14 9 I 16 18 ' 15 18 16 L�Uo3 18 7 7 26 3 6 EXTERIOR EXTERIOR r--- D.L.C. I _ D.L.O_ _ FWHSHES BY OTHERS NARROW SIDELTE LEAF WIDTH 36 9/16' REIN . MAX. DOOR LEAF WIDTH f� SIOELTE WIDTH (SEE SHEET 5) SEE CHART ' ( 76- (X) 39 3/8 BEARING SHIM i AXM. DOOR FRAME WIDTH --� TYPNANCHORS I NOTE: SEEALLEV.MAX. FRAME AREA OF ALTERNATE SIZE NOT TO EXCEED=127.31 S0. FT FOR SPACING SEE CHART FOR MIN. LENGTH @ WIDE SIDELITE N a'O a g C a, y Z I j D0 w tn�,0 y� ftODUCrREYMM E PM .Rf16e.si,lr �i,� EAy:rflle• One ; S � . .�1.., y g o I L 6 D.L.O. 6 6 . EXTERIOR • 3 •OL.O• • • • • • • • D ^ ag' o 0 • • • • • • • 41MLITE WITH DOOR DETAILS " f • • • • • • • ° u o WIDE SIDELIiE LEAF WIDTH — _ 36 9 /16• • • e • • • • • • • MAX. 1`11111 I t I Hi1Y DOOR LEAF WIDTH • • • • • • • • • /�� I. �Q 3/8' MAK I SIDELITE WIDTH (SEE SHEET 3) I 39 3/8' (X) 1}OENStc .•V I �, n' WD BEARIN—G +� I MAX. DOOR FRAME WIDTH j_ N0. 70592 SHIM � a • • • • • • i i sunbV 19 drawing no. • • • 3-68 • • • • • •• • • ��1�• �: #12 SMS OWOE �AT 6' FROM ENDS SIDLl3TE R 12' O.C. • • • . . . • . . • . •• .• • . • .. .. •.. • • . ... • . --4.600- �- 4.600--a- -.094 )-I .094 -! .750 1.750 1.750 2.122--I �4..- 2.t22 --I SIDELITE FRAME HEAD/SILL 1.250 - _A .0944 125 ] 1 FRAME JAMB i1.900� 100 TYP. 4.000 L437 T TOP/BOTTOM RAIL T- (SIw502) (SIN'537) (SM'536) BOTTOM RAIL 2A) TRANSOM MULLION 4.040-{ 2.000 I .125 TTP. HINGE/LOCK STILE 2.040 -1 � 078 2.0I00 I 125 TP. 7) SIDELITE SASH STILE 1.486 1.676 -II .094 2.156 OM-1.795 DOOR TRANSOM MULLION ADAPTER 70- I O1A59 F�-2.1 C9� JAMB SCREW COVER -.060 930 k^- 2.010A 9A TRANSOM SCREW COVER 4.600-� ^.094 750tr" I T- 1.625 I Fes- 2.337 I IG) TRANSOM FRAME HEAD 1.000, 79/- e.562 r I I I I I �I I I I FLUSH BOLT BLOCK .655--j 123 �{ I� 1.000 �.OS 1.365 1.000 I--L5 � .062 .076, ' _[ ----III 1.238 1.000 12 t2A INTERIOR GLASS STOPS .662 -{ -II .I050 1.365 .803 .144 13 .195 h- .050 1 1.365 .922 116 P 13A EXTERIOR GLASS STOF 1-1.500 - i 299 I 1.939 I .150-• 4�- 38 10 DOUBLE DOOR ASTRAGAL .717 - 062 � s THRESHOLD COVER _ • • • • • • I -•j .855 • I -�- 2.38 • • 1.280 lso I .250 2.089 5w Tj •07 - 4.632 • • • • 1.375 OPTION #2o • • • • is SINGLE DOOR ASTRAGAL (3 ADA THRESHOLD i1.900-q 2.FI .094 L- r .078 J CHAIR RAIL pi_- _375 .078 - -J 1.070 L SNAP COVER .500 I I- 1.750 STEEL REINF. .102 .500 r T 1 4.000----1 OPTION 1 f 41 A,TH�E OLD- • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a 1.146 1 �.094 �1.9r6 9 1-.084 174 J L JAMB/MULL ADAPTER •Y09UC f REVEM n a.�p1pl-z.kb d.,FbwW Y.-A.g C d.�M-_ c:N..r.. atTiwiX �3, 0 AH' • �ceNaf ` No. 70592 JanB,2079 X STATE OF !4/� �0_.�20H10�•. •_.CJ�� R , drawing no. W 13-68 FRAME HEIGHT - 108 IN. LEAF = 36-9/16 IN. DESIGN LOAD = BO PSF 11 TNT LOCK ASSEMBLY T 18055) BY 'ADAMS RITE' W 4015 THROW BOLT AT 35-1/2' FROM BOTTOM FL H BOLTS CONNECTED TO LOCK K OPERATED ON EXTERIOR AND THUMB TURN ON I R AND ENGAGING FRAME AT HEAD AND SILL ASSEMBLY (W5110-STACT6) BY 'ASHLAND' THROW BOLT AT 35-1/2- FROM BOTTOM I BOLTS CONNECTED TO LOCK )PERATED ON EXTERIOR AND THUMB TURN ON OR AND ENGAGING FRAME AT HEAD AND SILL C FALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN R ASSOC.' LALLY OPERATED LEVERS MOUNTED ON IN DE FACE OF LEAF STILE LOCATED AT 13 1/2' FROM BOTTOM AND 34" FROM TOP 1 �I I 1 i I AC1NE I INACENE ACTIVE 36-9/16" LOCK OPf10N #2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT - 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF. EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN 8 ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN k ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34" FROM TOP I i i L ACTIVE _ lIMCTNE ACTIVE 36-9/16" 36-9/16" LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE h INACTIVE LEAF.• SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT J8" FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) #8-32 X 1/4" SOCKET HEAD MACHINE SCREW (1) 16 X 3/4" FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4' SCREWS. ITEM ( PART F REQD. DESCRIP710N MATERIAL ATANF./SUPPLIER/REMARKS 1 SIW523 AS REDD. FRAME TRANSOM HEAD 6053-T6 ALTERNATE TO 2 2 SIW505 1 _ DOOR/SIDEUTE FRAME HEAD/SILL 6063-T6 2A SM'SOSB 7 TRANSOM MULUON 6063-76 3 SIW505 2/DOOR _ FRAME JAMB 6063-T6 4 SIW502 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - 5 SIW337 i/ LEAF DOOR BOTTOM RAIL (e-) 8063-T6 SEE SHEET 13 5.1 SRV536 1/ LEAF I DOOR BOTTOM RAIL (8") 6063-T6 SEE SHEET 13 b SIW503 2/ LEAF HINGE S71LE/LOCK STILE 6063-T8 - 7 SN507 2/ LEAF SIOELITE SASH STILE 6063-T6 - y.. 8 SIW542 AS REDD. DOOR TRANSOM MULLION ADAPTER 6063-T6 6063-T6 JAMB h TRANSOM 9 SW511 AS REOD. SCREW COVER 10 5Nr5o9 A$ RE00. _ OOUBIE DOOR ASTRAGAL 6063-T6 - 10A SM'SJ5 _ AS REOD. SINGLE DOOR ASTRAGAL 6063-T6 11 SW510 AS REGD. SCREW COVER INFERIOR GLASS STOPOR 6083-t5- 12 SIM'S12 AS REQD. 6063-12A DWF-024 AS REOD. INTERIGLASS STOP 6063- 13 SIW513 AS REDD. EXTERIOR GLASS STOP 6063-78 13A SW533 AS REOD. EXTERIOR GLASS STOP 6063-76 - 14 SPW504 AS REOD. DOOR JAMB/MULL ADAPTER 6063_TS - 15 9016E - BULB W'STRIPPING VINYL CENTRAL PLSTICS -- 16 U1513 - O-LON 1VSTRIPPING VINYL SCHLEGEL 17 5530 AS REDD. INTERIOR GLAZING GASKET (DUROMETER 7035) SANTDPRENE BY CENTRAL PLASTICS 17A 5531 AS REDD. EXTERIOR GLAZING GASKET (DUROMETER 7035) SANTOPRENE _ BY CENTRAL PLASTICS 16 W23201NW0020 AS ROD. FINSEAL PILE WSTRIPPING - ULTRAFAS 20 18 X 1/2' - ASTRAGAL SCREWS PM $MS AT 4' FROM END$ h 8' O.C. 21 /8 X 1/2" AS REOD. GLASS STOP SCREWS SELF DRILLING - AT 8' FROM ENDS k 15' O.C. MAX. 22 j12 % 1-1/{" - FIX. PANEL SCREWS PH SMS AT 6" FROM ENDS k 17' D.C. MAX. 24 SD44HD 4/LEAF BUTT HINGES ST. STEEL DELTANA 25 - AS REGO, MULLION REINFORCING STEEL 26 /12 X 4" 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS -_- 27 /12 X 2' AS REOD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SUS 28 /12 X 1/2' AS REDD. HINGE ASSEMBLY SCREWS ST. STEEL FM MS TYPE F SS 29 20305 AS REOD. _ ADA THRESHOLD OPTION /1 30 DBOI9AV38 AS REOD. DOOR BOTTOM SWEEP ALUM/VINYL BV CRL 31 SIW521 - RUSH BOLT BLOCK 6053-T6 - 32 - /2 - FLUSH BOLTS _ SULLNAN k ASSOC. 34 SIW539 - 2" CHAIR RAIL 6053-T6 - 35 SFW546 1 ADA THRESHOLD OPTION /2 6063-T6 - 36 SIW547 1 _ THRESHOLD COVER 6063-T6 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. ••• ••• • • • • HINGES: •• •• ••• • • ••• •• 4' X 4" ST. STEEL BUTT HINGES XWANA (�Wy�NB %1)44% • • • • AT 13' FROM TOP AND BOTTOM ENDS AND 28-5/8' O.C. MAX. • • • • HINGE ATTACHED TO DOOR FRAME AND DOOR SnLE 0200uCFIIEV� USING (4) /12 X 1" FH MS --Ply'" w1M FYeumft 3 HINGES PER LEAF UPTO 6/861IGH QpQ b."Cdr ArAg4w 4 HINGES PER LEAF DOORS NGFiBR THAN I/8 • • �>��A► No 1 13I • A/ �• ��4• 1. G•�.5... • Z m• 0 ZF 2 oW N f Lh cc � $ N e 0 05 � qQ 0 O ¢ A Q W Y Is Q 15m: .9 n n No. 70592 = PJBn8201dL', s STATE CiF -0,1 drawing na. W13-68 DOOR/S(DELfr FRAME TOP CORNER TRANSOM TOP CORNER 27 \ TRANSOM MULLION CORNR i OPTION N2 18 x 1/2" FH u5 2 PER SIDE I I I I j 8' X 1-7/8- X 1/8" .. `ALUM ANGLE 1-1/4" WIDE o 07✓ ^1$� ^�.• • • • • • •ADA • BESHOLD CORNER m o•o W • • •• • • • • OPTION N1 ,1unllgl • •• ••• •• •• 40 ••• �cEeap'�O RI. iODUCr Im zz Rb. 70592 �•dsa.a.Iulr..ar1� • • \ �0 STATE DF , r'.7 no. • • • • • • • .a sl • �. '�ss 11cmo�,.�U��� W 139 68 • ••• • • • • •• •• ST. STEEL WASHER 2' X 1.2' X A S' ALUM PLATES 3/8 THREADED ROD L NUT ACCESS HOLE CHAIR RAIL CORNER ••• ••• • • • • • • • • •• • • • ACCESS HOLE • • • ••• •• ••• •i i i ••• • • • • • • • • • • • • • • ••••• • • • °RODUCf RLvmm �•>bdft A—Vry R'N. t9 aist.ty Att ne'Ab ra/ay NSF 0 N: No. 7M2 - I ^ Jane 2019� ` t' STAVEd, tlrpwing no. �''•.Rtomo!..: �; I W13-68