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WS-19-635Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-03-19-635 Permit Type: Windows/Shatters Iua-Classification: W nclow/Door Replacement �f � Permit Staters: Approved Issue Date:04/10/2019 F Expiration: 09/23/2019 Parcel Number 1292 NE 94TH ST, Miami Shores, FL 33138 1132050100130 Contacts HAROLD MARSHALL Owner CONSTRUCTION & CONSULTING Contractor 1292 NE 94 ST, MIAMI SHORES, FL 331382947 CONTRACT GILBERT DAVID MORALES 4302 ALTON RD 620, MIAMI BEACH, FL 33140 Business: 7862365755 Description: REMOVE AND REPLACE 12 WINDOWS AND 2 Valuation: $ 15,000.00 inspection Requests: DOORS ff-762-4'949 Total Sq Feet: 0.00 04-08-2019. This project does not constitutes a substantial im rovement. Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $3.00 Scanning Fee $12.00 Technology Fee $6.00 Windows/Shutters Fee $190.00 Total: $276.00 Payments Date Paid Amt Paid Total Fees $276.00 Check # 14670 03/25/2019 $50.00 Check # 14704 04/10/2019 $226.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating tru zoning. Futter tore, I, authorize the abpve named contractor to do the work stated. / Applicant / Contractor / April 10, 2019 Date Page 2 of 2 ' 4 (6 � (q Miami Shores Village PI-ECEIVED M Building Department M R 2 5 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 11-11 INSPECTION LINE PHONLNUMBER: (305) 762-4949 FBC 20 -BUILDING Master Permit No. WS-O3-1 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL Ej PUBLIC WORKS [:]CHANGE OF CANCELLATION ❑ SHOP tt �j CONTRACTOR DRAWINGS JOB ADDRESS: f �is 2 ' 94 City: Miami Shores County: Miami Dade Zip: 3313 8 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Tenant/Lessee Name: Phone#:, Email: CONTRA Address: City: Qualifier Names' 7��/ State Certification or Registration #: DESIGNER: Architect/Engineer: _ Address: Value of Work for this Permit: $, Type of Work: ❑ A.Wition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2� (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 Signat OWNER or AGENT CONTRACTOR The foregoing instrume/ t was acknowledged before me this day of C 20 Gi by Cho i personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Med Notary Puhiic • State of Florida Seal: Commission # GG 222103 My Comm. Expires May 14, 2022 through National Notary Assn, APPROVED BY The foregoing instrumepLwas acknowledged before me this 26 of 20 , by DVID (�2M-hv a- ho i sonally known t me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: Mapnwftt at. a Farb. Loly MY Commission ap 10620E w E>41k" 06119n021 L Plans Examiner Structural Review as s***s*s*******s Zoning Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Z4Q�knowledd ement: Qualifier/Owner Signature Date Print Name OcoON & CoNS C&CC coNT RACTOR5, "REDEFINING EXCEIIENCE" 2019 - TO WHOM It May CONCERN State of Florida County of Miami -Dade Before me this day personally appeared Gilbert David Morales, who being duly sworn, deposes and says, e is the onl son working on the jest located at; 2 / V, Gilbert David Morales CGC061549 Sworn to (or affirmed) and subscribed before me -this ZG , Day of 2019, by, Gilbert David Morales, who is personally known to me A Loly Martinez Notary Public ,pV Notary Public State of Florida c1,e�/ Loly Martinez �j My Commission GG 106206_ ..:- �+o, Expires 08/19/2021 4302 Alton Road, Suite 620, Miami Beach, FL 33140 P: 1 (800) 2201608 • F: 1 (800) 267 7108 • info@candcc.net www.candcc.net Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of �orkcrs' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. 11Y SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS C'ONTF,NT'S. Signature: 9(�14rt/; Az�� Owner Statc of Florida l:ounty of Miami-Dadc I he tbregoing was acknowledge before me this 2� day of �20 13v "_� )�)W?&PT—who is personally known to me or has produced as identification. Notary: C -7 1;I NETTE RODRIGUEZ Notary Public - State of Florida S[iAL:I Commission # GG 222103 My Comm. Expires May 24. 2022 nded through National Notary Aisr. ws � q-&35 Product Approval Review Form 12Q12 u F. �� s Address:- I Miami Shores Villaqe / 'I APPROVED 1 BY ZONING DEPT BLDG DEPT Block:- St JRJf CT TO COMPLIANCE WITH ALL FEDERAL. # Opening Location Size NOA Number NOA Design Pressuure rating Opening Required Pressure Rating II l.l. IIJIV I 1 r1VLC..J /11VV Egress Requirement f1Ct,]V LMI IVIVJ Shutter Requirement (Room Name) Width Height + sf - Psf + Psf - Psf Yes No Yes No .. cl Qs�l SI J --_ Ho"'. b/02009 RECEIVED i2ak-ka- 5 2019 BY: Product Approval Review Form Address:- Z-9 Z 0, Q-- � 4,�-,t, Contractor:ctz, Q-D Block: - Opening Size NOA Design Opening Required Egress Shutter # Location NOA Number Pressuure rating Pressure Rating Requirement Requirement (Room Name) Width Height Psf Psf Psf H psf Yes No Yes No )47 - IF Rev. 5,10,12009 RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CC Robert S. Monsour P.E. FI # 11955 / OLQBD24 ASCE 7-10 WIND CODE DESIGN WIND LOADS rSF = .85 FOR 175 MPH WIND ZONE f k Interior & Exterior Zones - s osi ive ress Exposure D For the 175 mph Wind Zone CATEGORY 2;13L'DG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square -Feet 20 30 40 '50\_ :' ,t 60 1.00 0.95 0.92 0.89 /- 0'88'-- - 0.86 15 48.9 46.7 45.4 44.5 / 43:8N 43.2 20 51.3 49.0 47.6 46.7 -,, -,45,9 45.3 25 53.2 50.8 49.4 48A------, '-,"4736 47.0 30 55.1 52.6 51.2 50A 49.3 48.7 40 57.9 55.3 53.8 52.7-, _ ' } 51.9 51.2 50 60.3 57.6 56.0 '/r---,54.9`-` ' 54.0 53.3 60 62.2 59.4 57.8 ti, / 55;6 ,- 55.7 55.0 Interior Zone (4 - Walls) Negative Pressures-') ` Exposure D For the 175 mph.Wihd�Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Atea (o�, Tributary Area) in Square Feet 7 10 20 f .30 40 50 60 - -1.05_.,, , �` -0.99 -0.98 -0.96 15 -53.1 -50.9 ', `=49:6 -48.7 -47.9 -47.4 20 -55.6 53.3' ` _:.--:; 52.0 -51.0 -50.3 -49.7 25 -57.7 -553 `* -53.9 -52.9 -52.1 -51.5 30 -59.8 f -57.3 -55.8 -54.8 -54.0 -53.3 40 -62.9// A/'=60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4.,E / -62,.7 -61.1 -60.0 -59.1 -58.4 60 76T.5, ` �,-- =64.7 -63.0 1 -61.9 1 -61.0 -60.2 f-, } NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): aA /o Q{ lealt I hIS"Ontal din-Agsion or .4 h, whichever is smaller, but not less than 4% of I6att %ri2onf l dimenslon qr $ ft. (h = mean roof height in feet). "-- THESE TABLES ARE NOT I� TO BE R�O-6Uat-M WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RANVAS ENGINEERING. AISO, THESE TABLES ARE INVALID UNi FS9SIGDMV.VgI'ItBLL EINK AND SEALED BY • • • ROBERT MONSOUR. .._.• • • • _.• • • • ov,•-•••.--. Exterior Zones (5 ,Walls)'Negative Pressures Exposure D For the 175 mph Wind Zone CATEGORY 2 BLDG Height! (Max! Effective Wind Area (or, Tributary Area) in Square Feet `, ', 10 20 30 40 50 60 % `- -1.29 -1.23 -1.19 -1.15 -1.13 1,5 `�-- -65.5 -61.1 -58.5 -56.7 -55.3 -54.1 •; f' 20 `•, - -64.1 -61.4 -59.4 -57.9 -56.7 25 ` �:� -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 +� 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 .' "- Tz4; ; 69. • • -67.1 -65.5 -64.1 50 -80.8 9 .1. -69.9 -68.1 -66.7 60 -83.3 '-7�.4• -72.1 -70.3 -68.8 t� ��ll�.•. ��,.� �313R o rAWZ -ram -Z4 A-**-i,(,� 3 -�- Z�% -53-� 4- 4b.q - (- Ss �313� . . .... ...... .... .... ...... MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NDX1G9_0F ACCEPTANCE (NOA) , PGT Industry, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing 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 been des' Florida Building Code, including igh V icane one.- DESCRIPT Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL D 7 - sta11 (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 val stamp with the Notice of Acceptance number and a e y the Miami- a Product Contro ion. 1VIISSILE IMPA TING: Large and Small Missi�Imp�adRes�istant LABELING: Each um e 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 fdr hf*ctt4)n dt tlt _t)b.Site at the request of the Building Official. This NOA consists of this page 1•and ev�danoe pales 91 and E-2, as well as approval document mentioned above. " ••• •• • • • '• The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE CODU y��7)[000 0 000 0: - : 01. 0 0 . 0: see 00 :00.: oeo,�-Ot 66 0 0 NOA No. 18-0627.01 Expiration Date: August 23, 2023 Approval Date: Au 18 Page i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 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, 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. CALC 1. Anchor verification calcu tions and structural analysis, complying with FBC 6" Edition (2017), dated 0 8/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed thony Lynn Miller, P.E. 2. mp ies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). .. .... . . . . .. . ......... . .. ... .. . .. .. .. ... . ... . . . . . . .. . . . . . .. .. ... . .. . . ... . ... . Manuel er z, P.E. Product Contr 1 E aminer NOA N-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. 1, IvI I &W 1449-4 glv� — Manuel Pe a P.E. Product Control xa iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 HR7710A IMPACT LVA10 FOR ANCHOR ) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMEOF THE QUANTITIES, LORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).NTS SEE TABLES 12-14 2) S707FERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 r CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 1 A 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 7 OVERRALL ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" HEIGHT THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 75" BUCK 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REC1b IREDATEACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SU%T"Tj.:SE SHIMS F-AIPABLCOF TRANSFERFRI+KaAPPLIED LOADS. 7) DESIGN PRESSURES: f / • 000 • SEE WEEPHOLE A. NE"IY'6iDE✓iIGN LOADS40ASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTIR El300. • • 0 NOTES THIS SHEET B. POSITIVE DESIGN LOADS BMED ON WATER WWO WWOSURE, STRUCTURAL & CYCLE TESTI�'{� D G}�jSS PERA TM E73QQ0�. C. DESI XUADS ARE BA D�RRL�OWABLE •JAPSl,S lb�SIGN, ASO. 8) THE •NCHORAGE METHODS SHOWN HAVE BEEN MAIIED TO RESIST THE WINDLOADS CORRESfaO#JSI111(lbTO THE REOWREDOESIGN PRE6*". THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.4111LOAD DUILATION FACTOR WAS USED FOR THE EVALU�f OjJ QF_CHORS INtO Wes. ANCHOR3lN�1COME INTO CONTACT WITH OTHER DISSIMILAR MATE �{J� MEET THE REQUIREMENTS 0g r1 :E� �OR IDA BUILDING CODE FOR CORROSION RESIS CE. • 9) METAU6UBSTRATE TO MfkET64IN. StTRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING OIDDE AND TO BEREVIEVCD BY THE MJTHOIRINY HAVING JURISDICTION. 4 • • • 10) REFtftACe%0TEST REPORTS*k 18-7891 & 1 ERJ891.O1*ELCO ULTRACON NOA; ELCO CRETEFLEX NOR; NATIONAL DESIGN SPECIFINjgg 0 WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL a 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TART F I. Glass T Description (Listed from Exterior to Interior) DP Table # Anehor Table # OX ND XO 1 1/8"AN„ 'PVB, 1/8" AN 2 3 3/16' AN, .090" PVB 3/1 CAP, AIRSPACE, 1/8" AN, .D90" PVB, 1/8" AN WHD 16 16 5 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 15 6 13118"LIG: 3/16"AN CAP, AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 3 - 16 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 9 12 - 16 8 3/16" AN, .090" SG, 3116" AN 6 10 13 14 17 9 3r16" HS, .090" SG, 3/16" HS 6 11 13 14 18 10 13/18" LIG: 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3/1 6 10 13 14 17 11 13116" LIG: t/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3116 JHSS 6 10 13 14 17 12 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" 6 11 13 14 18 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8' Fis .09U" SG, 1/8- 6 11 13 14 18 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/ 6 11 13 14 18 15 13(16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8 6 11 13 14 18 SG= KURARAY SENTRYGLASe INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED FORANCHOR QUANTITIES, SEE TABLES 15-18 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE. LARGE & SMALL MISSILE 12' SEE TABLES 2-11 IMPACT RESISTANT ' 23" O.C. 9" O.C. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. A 2) KNOWING YOUR GLAZING OPTION (TABLE 1), 69" fig j / WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES SASH FIXED , 2-11. IT MUST EQUAL OR EXCEED THE DESIGN VISIBLE VISIBLE 1/ PRESSURE REQUIREMENT FOR THE LIGHT / LIGHT / 22 1 WINDOW OPENING OBTAINED IN STEP 1. O.C. 3) DETERMINE THE ANCHOR QUANTITY FROM 34-318" TABLES 12-18. SASH 34-318" FIXED VI IL B4) INSTALL AS PER SHEET 15 FOR FLANGE LIGHT INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN %EPHOUE STALLATION. B OTE: DESIGN PRESSURE RATING DETERMINATION 75" BUCK WIDTH THE SAME PROCESS FOR ALL FRAME TYPES 76"OVERALL WIDTH LANGE, INTEGRAL FIN OR EQUAL LEG/BOX). FLANGEOEVATION OX� NOTES: 1) 1-5/8" X .300" WITH PLASTIC BAFFLE. MAX. DIMENSIONS LOWED SHOWN 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 22-172" - O.C. 12" 01\ \ r � r C 86" 1 / 56" SASH FIXED 63" VISIBLE VISIBLE OVERALL HEIGHT LIGHT LIGHT / 22 1 P 62" O.C. BUCK 34" 55-3/8" FIXED HEIGHT SASH VISIBLE LIGHT VISIBLE LIGHT J L I I— I I I I 9„ - ' BUJ�THIS OLE 119"BUCKWIDTH 120" OVERALL WIDTH =ANCHORAGE TYP. FLANGE XOX ELEVATION MAX. DIMENSIONS ALLOWED SHOWN GENERAL NOTES..................................1 ELEVATIONS..........................................1 CODES I STANDARDS USED: GLASS TYPES TABLE. .... ................... ..1 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES ...........................2-9 eASTM E1300-09 ANCHOR QUANTITIES .......................... 10.14 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION /ANCHOR SPECS....... 15-17 -ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........................ 18 -AISI S100-12 CORNER ASSEMBLY ............................ 19 •RISC 360.10 PARTS LIST ............................................ 19 ro = W > C) U) as D_ w O ¢o C)0 } U' N z a;op O U) N O z O Z 0- O aw - W O Z (00 UJa J o Mp n FOW 00 F 00 rca r` > Z Z a O Z O U W J J > W J W LL O N N F2 W O F O Q Z 0 O Z J O O U W Z _J 1: ' sap s :a5 ANY LYNN `� Ile •LICENSE�� No.58705 O� STATE OF i Cis .'-F70RIDP..•' 10NAL IENG`�` A. LYNN MILLER, P.E. P.E.# 58705 O erall Width Design Pressure (Ib ft2) O & OX Windo s Glass e: 1 Rail dard 22-118" Overall Hgt. 37" Oee II Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Oaerall Hgt. 20" +65.01+65.0 0 +65.0 -65.0 +65. +65.0 65.0 25" +65.065.0 65. +65.0 -65.0 65.0 65.0 +6 65.0 7" +65.065.0 65.0 +65.0 -65.0 +65.0 65.0 +65.0 65.49" +65.065.0 65.0 +65.0 -65.0 +65.0 +65.0 65.0 61" +65.065.0 -65.0 +65.0 -65. +65.0 -65.0 +65.0 -65.0 6T +65.065.0 �5.0 +65.0 65.05.0 65.0 +65.0 63 3 5.074" 1 -63 3 +65.065.0 -65.0 +65.0 65.0 +65.0 • • • • • • • • • • • • • • o� Aith • • • Prof• •.,. • • • Glass Types: 2, 3, 5, 6, 7 Qesign o sslre (Ibsffr j Or XO & OX Windows Meeting Rail: Standard • A2-1/8" Ovwall t• 37" qp6 6 t. 49" Oeerall Hgt. 55" Overall Hgt. 63" Oeerall Hgt. • 20" • +65.0 $0.0 +65.9 • e ♦ O +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • !90 • • +65.0 • -80.8 +65.6 a •4i"0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37 +65.0 -80.6 +65.0 0-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • 4J' • 410 +65.0 • JIBQ.e +65.0 • -80t0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 61188.8 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67" +65.0 80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -79.2` 74" +65.0 .80.0 +65.0 80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -72.2' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1E /8" AN GLA .090" PVB I� 0 118" AN GLASS I 1 r-^ 112" NOW GLASS BITE GLASS TYPE 1 1/8" HS GLASS .090" PVB 1/8" HS GLASS 30 1/2" NOM. I GLASS BITE .090" PVB EXTERIOR EXTERIOR 3/16" AN GLASS 1/16" AN GLASS 12" NOM. GLASS BITE u GLASS TYPE 2 GLASS TYPE 3 13116" NOM. GLASS STACK 13116" NOM. (�-i I- GLASS STACK AIRSPACE 090" PVB AIRSPACE .090" PVB 1/8" TEMPERED II 1/8"� 3/16" AN OR TP GLASS---• 1/8"AN GLASS GLASS 31 I GLASS 74 74 2�OR 18 1/2' NOM. Z1 OR12" 1 NOM. GLASS BITE GLASS BITE EXTERIOR EXT70-73 f*:;� 3�3�F OR 3B 3�OR GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) W > cnCID ay w Y O atop O O n 0 N 9 N 0,-, S D_ rn Z dJ O 12 m Z LL , :2 J W � O Iz o 0 U C) o e� oMep I. LU CD OW � S2 < H N pM0 >2 o o 1n z. Z U IX W J J O W J m F LL O of W N # 0O � ;anus ' LU LLo Z p Z o 1� b O J L W r a! = < O uas p77 N.. LICENSE No. 58705 ` WSTAT.�: (� '•'4 ORIOP.. •' ��` / �ONAL 1ENG A LYNN MILLER, P.E. P. E.% 58705 Overall Width Glass Type: 4 Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" 1 +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 1 +65.0 -77.1 +64.9 -64.9 •••• •••••• • • • • • •••••• • •• •• •• ••••• •• • •••• bvefa11 • • • • • • • • Glass Types: 8 thru 15 Design Pressure (Ibs{iej W XO & OX Windows Meeting Rail: Standard •Width • 22-1/8" OM11"t 37" DVe911 Mgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Z +80.0 1, -11090 +80.e •NI0.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 5•• 0+80.0 •-Im, +80.0• -11e.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3T' +80.0 - ib*b +80.0 -110.0 +80.0 -110.0- +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9` 67' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 _110.0 +80.0 -95.7' 74" +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -90.0` -•1 IU.0 rVRVWJJ IIrCJ �, IG, J, OIU 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. GLASS STACK .0901, PVB AIRSPACE- i 1 /8" AN GLASS--- 1/8" AN GLASS 131 I � 74 �1��AOR� B-! � 12"NOM. .. GLASS B1TE EXTERIOR ' 1 OR 33B 70-73 GLASS TYPE 4 13/16" NOM. GLASS STACK .090" SG 3/16" AN OR ••-�HS GLASS 3/16" AN OR AIRSPACE 1/8" AN OR TP GLASS 14 I .090" SG 3/16" AN GLASS 30 I HSGLASS I 31 74 U 23 12" NOM. 1&0R 1 B 12" NOW GLASS BITE I GLASS BITE EXTERIOR a 7d EXTERIOR GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) 13/16" NOM. - GLASS STACK 13/16" NOM. GLASS STACK AIRSPACE 1-.090" SG '�I AIRSPACE 090" SG 1/8"AN OR TP GLASS _I 1118" HS GLASS 3116"ANOR TP GLASS I 1 /8" HS GLASS 12'NOM. GLASSBITE EXTERIOR a GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED),. 1�OR 18 12" NOM. GLASS BITE EXTERIOR <� 7t0-73 33 OR 33B GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) w z � 2 6 o M >> 'naZ � 0 00 o 7 O r o V N a:oo O Q zti to O Z J O ay ZLL m= W O n U U o o, J �B umoip FZ00 i ¢ LU Q .�N > co z w w J J O J co LL O ® Of IV w � M 9° 0 o U) 334 to o OfLU Q- Z Z it U g C7 Of Q = Q LYNN�i \,ICEN&,, �.•: No.58705 2AT90F - "17 7 (� 57AT ✓ /ice (V ONAL IEN A. LYNN MILLER, P.E. P.E.# 58705 Overall Design Pressure Ibs/fe forXO & OX Windows Glass Types: 8 thru D 9 � � Meeting Rail: Heavy -Duty Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +86.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0. +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49"' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 76" 880.0 -110.0 +80.0 -110.0 +80.0 -1 00.0 +80.0 -110.0 +80.0 • • • • • 3/N6" AN" •••••• HGGUASS • • • .090" SG-i•.• • • •••, 3l16" A�•1 OR • • • • • • 3S HS CLASS • •• f23ASJ7E••••EXT• ••• ..... a • • • • 74 • • • • • • • • •••••• 32 • • GLASS TYPL-6: • • • •••••• ••GiLASSTYP84e*oe •••••• •••• • • 13116" NOM. GLASS STACK AIRSPACE .090" SG 1 /8" AN OR ��- TP GLASS �t _ 6"AN GLASS 1/2" NOM. GLASS BITE 11 �.0 +$I),() 109.$' ' GLASS TYPES 8 - 15 MAY NOT BE USED 110.0 +80.0 105.8' WITH INTEGRAL FIN -110.0 FOR GLASS TYPES 8-13 & 15 • FRAMES 13116" NOM. GLASS STACK AIRSPACE -Lly O 90" SG TP GLASS ~i - 1B" HS GLASS 12" NOM. GLASS BITE EXTERIOR a EXTERIOR a _ 7�-J y70.73 OR 38 33 OR 36 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. �..�� 13/16" NOM. GLASS STACK AIRSPACE 090" SG 3116" AN OR I TP GLASS 118" HS GLASS ��OR 113 12" NOM, GLASS BITE EXTERIOR < J{ 710-73 0: A"OR638 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) co LU z y O � (n 0 naz D 0 kn 3 co O O 7 } U N iy a;oo U) O a U Z QO -i J O y W O r Z 1p mx S = . .•. rr U o v J ,ie '-0 r- Q U) iN.0 CDW > U p Z o Z U of J W J m J F O w K O U (n laa, = W w O O Z_ ZIX n O J W = a o LYNIV \,10ENSF'•. _ No. 58705 ;�00 • TES : �� ' siS'ONAL 1\1 A. LYNN MILLER, P.E. P.E.# 58705 4 iNn�c c Overall Width Sash Configuration Width Range In 9 � ) Gla Type , 5 Design Pressure (Ibs/ft2) o In ws tin R : Sta and 21-1/8" Overall H t. 29" Overall H t. 37" Overall H 49" ra 5" verall Hgt. 63" O II Hgt. g g g ' 1/4_1/2_1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 .0 0.0 -60.0 +60.0 -60.0 44" 1 /3-/3-/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 + 60.0 -60.0 +60.0 �0. +60.0 L60.0 +60.0 -60.0 %4-1/2_1/4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" �/3-1/3-1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/z--1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53118 1 i /3-/3-/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 �0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-Y4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61 �/3-1/3-�/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %-1/2-Ya 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 0.0 -60.0- + -6 . • •22.186 - 25.675 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 � 60.0 -60. +6 . •/a-� z+�iii •" 24 08 • +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 - .9 +48.7 -48. • • • • • 92-1/8"• custom 24.083 - 2 •1 5 *60.0 -60.0 +60.0 -60.0 +60.0 0.0 +60.0 -60.0 +60.0 0.0 +57.8 -57.8 • • • • • 1/3-y3jO/3 26.186 - 3d.038 0-60.0 -60.0 +60.0 -60.0 +60.0 0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 • 1/4_1/-1A - 26160 • a-60.0 -60.0 +60.0 -60.0 +60.0 -60. +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 • 9T'• • custom • 5.303 - 27M95 • rt60.0 �0.0 +60.0 �0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 00000 custCRt• NO 7.18;22901" •60.0 -60.0 +60.0 -60.0 +60.0 -60.0 60.0 -60.0 +60.0 -60.0 +58.6 -58.6 ?71n: Y4_1/!'If • q'" !!2 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 + .2 -58.2 +53.9 53.9 +48.7 -48.7 • 31.: custoM .30 +60.0 -60.0 +60.0 -60.0 +60.0 0.0 +60. -60.0 +59.8 - 9.8 +51.3 -51.• usto • 29.10,60.0 -60.0 +60.0 -60.0 +60.0 -6 .0 +60.0 -60. +60.0 -6 0 +52.5 .5 •+60.0 -60.0 +60.0 -60.0 +60.0 - -60 + .2 3.9 -5 -48.7. WIDTH - 57.924 SASH WIDTH LANGE WIN S lf* • i OVERALL WIDTH - 56.924 MIN. SASH WIDTH (F UAL -LEG WINDOWS) = 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1-FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. '"�_.---v ANGLASS 090" PVB 1/ "AN GLASS 0 12" NOM. GLASS SITE 11 j' GLASS STACK f �I AIRSPACE .090"PVB 1/8"AN GLASS 1/8" AN GLASS 31 74 21 0R L 12" NOM. GLASS BITE EXTERIOR a 3A oR 3e 70-73 GLASS TYPE 4 13116" NOM. I GLASS STACK I AIRSPACE 090"PVB 1/8"TP 1/8"AN GLASS r ncc EXTERIOR a 12"NOM. GLASS BITE GLASS TYPE 5 m W z ti O M rn 0 r,ab. w 0 O co > a/oa O O rY O m w n J O ay 2 rn W Z O ZLL�m=�,- Z V• i < Q 9Mc 0 j r to O a Z Z J w _j m 0)W !L 0 O W L0 ® N N D= M O U) ,aa4 S rn LLI LLo Q- o Z Z n w O r U _1 W = Q 0 \`,11111111/,,,/ ANY LYN/y �..� VICENSF'•. �� i * No.58705 %�0, S ROF •F /(ASS tDRIDP.• GN '., /0NAL10\' A LYNN MILLER, P_E- P.E.# 58705 WE, overall Width Sash Configuration Sash Width Range (in) 2 Glass Types: 2 3 Design Pressure (Ibs/ft) for XOX Windows a In l: Stan and 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall H 63" Overall Hgt. 1/2- 12.038 - 12,052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4_1/2_1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-y3-Y3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-118" �4_1/-1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/ 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/2_1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2-%4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • 1/3 1A-0%/j • 2;.186 - 2i .6750 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • 1/4_1�_1/4 •'• A.P82 165.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 4pZa/8': cus opt 0 Z.083 - V.185 t65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 1 -80.0 • • 1/3_1/3_1A 26.186 - 3910« *65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • • • ..0 •" - 2. 6S -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • cuslo" 5.303-2VOIS91 0 •65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • • • 1/3_1/ M%3• ;f.186 - 3.2%13 ,t65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • • • 1/4_1/2_1/4 28. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" • custom 28.303 - 30.1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • 1/3_1 _% 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • 1/4-Y2'61 29 463 : 65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 113 5/8' cus • .464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6 . 0 +65.0 -60.0 +65.0 -80.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 0.0 +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 A.0 +65.0 -80.0 custom 133.186 - 38.222 +65.0 80.0 +65.0 80.0 +65.0 80. +65.0 80.0 +65.0 8 0 +65.0 80.0 -1-1/8" HS GLASS .090" PVB�• 1 1/8" HS GLASS �' 24 � 12" NOM, GLASS BITE EXT`EERRIIOR 74 \32) ni n cc Tvn� n •./3/16"AN GLASS .090" PVB Imo\ 3/16" AN IGLASS \/ OM. OR GLASS BITE 32 I I 74 GLASS TYPE 3 , c 00 LU ? Y > O > N CO ' -nab. 0 O U) } » aro0 O Q c� N Z O O ce) rn Z QJ O a s W O Z- S o� WU0 O, ""Cl J 'o OW ¢ 9MG a CO Z w x rn W J J Co LL J Q O O ® w W 10 a) =aa S O M = W a g W LLo ZDa O F Z Z g 0 O J W = a o "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH-58.556 \ �" 2 ^ .��pD1Y.LYNN� OVERALL WIDTH-57.556� 1-tGENSF "MIN. SASH WIDTH (FIN &EQUAL -LEG WINDOWS) = 2 P�,.. • No.58705 - V 7 NOTES: S ATEOF �Uj 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND iC1 ••• F(ORIDP-..`•'\ EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN �i, S/ THE TABLE TO DETERMINE THE WINDOW SIZE. /�NAL 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A. LYNN MILLER, RE P.E.# 56705 Overall Width Sash Configuration Sash Width In Range 9 (in) Glass Types: 6, 7 Design Pressure (IbS/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4-1/2-1/4 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 y3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8" �4_%2 1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 1/3-1/3 1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61~ �4_yz--1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_%_1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • 1/3 1 1/• A 186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • • i Ya-1/2-Y4 0.. - 24.162 *+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 69941V cus .083 - 7f.185 •+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • 1/3 1/3-1(B 26.186 -:1.4$ �65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • • • • • 1/4_7 _ �4• •` 2519N2 •i,65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 74.1" +65.0 -67.5B • S '• • custot'r1• 25.303 - 27t189 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 • • • • • 1/3-1/ 91% 27.186 - 12!MS + 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 1/a-1��1/a • " 28�3D2 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 74.1A +65.0 67.58 109~ • custom 28.303 - 0. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 ••••• • 1/3-1�-3ij 30.186 - 36.675r65 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 75.8 • • • • 1/4_1/2; 4• '• 29.463 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 113-5/8" custo LP9.464 - 33.185 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/31/3-1/3 33.186 - 38.222 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 Y4_1/y4 " -31.052 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 75.7 +65.0 �73] custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 1 13/16" NOM. I GLASS STACK AIRSPACE ��j��• -090" PVB 3116" Al OR TP GLASS Ii 1/8"AN GLASS QZ A.ORQ B-� 12"NGM. J �J GLASS BITE EXTERIOR ' i u°R8-/ GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) ti m 2 N co) �o o O �w atop r' N z t <t N W Q O M J ~7 Z D J C, am LL W O Z mx�� esU �W JJ ..��0 < W c�N JMC Or i F_ Z W J W J Qi 0 F O W n a � 0 V) D = W a g of o a o C9 I; c1 J W 2 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 ~-80.0 FOR GLASS TYPE 7 � %11 % 1 1 1 1 11 r I 2 '-75.0 FOR GLASS TYPE 7 `��NY LYN / "MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 : �O' I ..... . 2 - Pam,.• F ..l�� * No.58705 * *_ p NOTES: _ -)j •, i0' :. •SLY\ O�'. (v 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND S q7E OF i Cam ' F<ORID F EQUAL -LEG WINDOWS, SUBTRACT I"FROM THE TIP -TO -TIP DIMENSION IN s G� THE TABLE TO DETERMINE THE WINDOW SIZE. ,///`,S70NAL EN ��,\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. /III I I I 11111 �� A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width In Range 9 (in) 2 Glass Types: 8, 10, 11 Pressure (ibs/ft ) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Y4-1/Z-Y4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" Y4_1/2_1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_1/3_-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1 /8" �4-1/2-1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" %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 1/3-1/3-1/ 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4_1/,_1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_1� 1/3• 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • • • •: Y4_1/Z-1/4 • �" A4.062 0+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 •93-.1 cus 0 114.083 - 26.185 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 • • 1/3-1/3 1/_ 26.186 - 31.Ji §+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 ..... 1/4-%-1/40 "" 25aV2 .+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 .4BTi. cusw r 25.303 - 17.0 .+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 • • ... • 1/3-1/30A X7.186 - 32DW6 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 Y4-1/z 1/a 10** - 2"2 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" • custorr? 28.303 -" S •+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 • • • • 1/3-%!W $Q.186 - IINM 0+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 • 1/4 42-Y4 19.46 .+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 20.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 Ya-Yz-1/4 -- - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 3/16" AN GLASS .090"SG 3/16"AN GLASS � J � t `OM. GLASS SITE EXTERIOR 74, U GLASS TYPE 8 13116" NOW GLASS STACK AIRSPACE 090" SG 1/8" AN OR TP GLASS 3116"AN GLASS 74 YOR 1 B 12- NOM. GLASS BITE EXTERIOR a 70-73 �OR 36 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) - GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES m Y W z > 1n o o O N� U' N Q w w OJ 0: Q O Z p l c) ay Z L W O cOp LLjo 0 p 6 ®! J �"'g0 n W a ~o 'JMC LU ro > a FQ- rn Z � o z U W J W J mQ O J Q W p � ,a ar = � O = 1n w Q g of Q o a o Z Z r � O n O J W = Q o "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 \�� o1JY LYN� "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 �\�'• LICENSE F: • No. 58705 NOTES: __O �` ) tle 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG ,��.' '�C�s '.."ZORIOP•, �'' S/0NAL WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE EN ''/ TO DETERMINE THE WINDOW SIZE. / / / 11 I 111111� 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash ConfigurationWidth Sash Ran e In 9 I ) Glass Types: 9, 12, 13, 14, 15 Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_��_�/a 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �4_1/-1/4 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 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110-.0 +80.0 -110.0 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 61" 1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -ya 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76"" • 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 E/4/21/a .1, �.186 - 2,6.6766 +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 i?n ••• 24U82 t80.0 110.0 +80.0 110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 -106.7' 2k.083 - 26.185 0-80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 7•�y -/3 26.186 - 31b4>3 80.0 4_7Qr -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • •• _ �5!3%. •+80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +so.o -110.0 +So.o -110.0 +80.0 -106.7• •.••• 9T' custom 25.303 - 1 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 110.0 WIN - W_675 e80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • • • • • • 1/ - z1/ -s 1 a •• 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* r • •1 gT • cusp • 28.303 - 30.1465 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • • 1/3- �3 30.186 - 6.67 • +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • • • • • 1/4_1/z.;/4 •' 3 •+80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 113-5/8" custwe • 4 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-%_% ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom j 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80A -110.0 '" MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 56.555 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57,556 2 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES 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 '(� =-3/16" HS GLASS .090"SG�_• . ��T_ 3116" HS GLASS 1/2" NOM. GLASS BITE EXTERIOR 133� 13/16" NOM. GLASS STACK AIRSPACE ! ' 090" SG 1/8" AN OR TP GLASS --i _ i i/8" HS GLASS 1/Y' NOM, GLASS BITE EXTERIOR a GLASS TYPE 13 (TEMPERED) 13/16" NOM. -+ GLASS STACK AIRSPACE.090" SG 3/16" AN OR "I � TP GLASS 1/8" HS GLASS i�OR 1B j j GLASS BITE EXTERIOR a 70-73 OR 3B GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) w ? of w 0 0 �a o > ,lop O W ON 3h O Z LL a h _ Z W o Z cep UU_ o oo Oz J 9 ;n ip � FW-- Z co S Q Q .cN o j - i u) o1A o Z v g ? U � W w J J 0] lL J O Fa-0 W O) ® IV x i � O � = W a o 0O Z Z I� w O n O J Wfn = ANY LYNN L\CENS.' No.58705� � W " 40 (ems �'•F<ORIDP..�'� �C,� G� A LYNN MILLER, P.E. P.E.# 58705 TART F 19' Overall Width If Anchor Quantitie fo O & OX Windows Glass Type ' 1 t u 7 eting Rail: Standard 22-1/8" Overall Hgt. 37" O all Hgt. 9" Overall H Head &Sill t. 5" Overall H Head &Sill t 63" Overall Hgt. Head &Sill m Head & Head &Sill m 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 3 3 1+C2+ 3 " 1+C2+1 2 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 " 3 74" 1+C2+1 2 +1 1+C2+1 3 1+C2+1^ 3 r, 1 C3 01 '^-, r Glass Types: 8 thni 15 Anchor Quantities for XO & OX Windows • • • • • • • Meeting Rail: Standard Width2-1/8" Overall Hgt. 37" rall H 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width • i • • • Head &Sill @ Heaa & $ill @ Head & Sill Head &Sill ImE Head &Sill •�'►• 1+CY+1 • 2 1+Ca*l • 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2Sw • 1+C"o 2 1+C9+1• • 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 •3Y• • 1+C2-MO Q 1+Cii1• • 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 •4.9� • 1+C2-P1 •2 1+Ct" • 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 • 61" 1+C2+ P 2 1+"-Pl* • 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 • 1+C:�.1• •• 4 2+tl� • 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 • 4" 2+C +2 21 2+�2� • 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 ------ • -- - - • GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS �II USTER OF3 2 ANCHOR ANCHORS 4 ANCHORS AT THE EREDAT THE 2ANCHORSATj IN THE SASH ETING RAIL THE LITE JAMB E i ` 23" MAX. O.C. 9" MAX. -�� h— '•I 9'I'M 1 X O 22— MAx. o.c. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL MAX. O. Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty Overall 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 1 55" Overall Hgt. 1 63" Overall Hgt. 76" Overall Hgt. Width Head & Sill E Head & Sill E Head & Sill E Head & Sill @ Head &Sill Head &Sillca 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 76" 2+C2+2 2 2+C2+2 2 2+_ +2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 6" N 2-ANCHOR \ 1STER DETAIL 4" MAX. O.C. —� 4 4-ANCHOR CLUSTER DETAIL 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. m R W ? y O 7 0 r o C. O )- o c� N u 0 O 0 M _ U) Z Ogg aw Z LL f0 m s .J.. W o I` xL U U_ o o d �.a.o t- ILULU < or j F �N 9M0 a rn Z Z ° m � J w 03 rn rL O I¢- O o � ® m IV ~ F U H- Z ¢ ;aay5 ¢ G1 ¢ Z O n � U g 2 U J Z = a.7.'1 "JSaO 5aUa5 \1%�I 11111/, / CNY LY/VV 1,10ENSF��' i No.58705 -'o :4 �O� . �fnrrS57if /'/S;ONAL IEN . A. LYNN MILLER, P.E. P.E.# 58705 Glass y 1, 4, 5 Anchor Quantities f OX Windows Sash I: Standard Overall Sash Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hg 4 ' rail Ove II 63" Overall Hgt. Width Configuration Range (in) .n a a a Head & Sill E Head & Sill E Head & Sill Hea Si -EE ead Sill E Head & Sill E 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 +C2+1 +1 3 1+,C 1+C 1 3 1+C2+1+C2+1 3 �a-1/z-1/a 12.038 - 12.052 44„ 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 3 1+132+1+C2+ 3 1+C2+1+C2+1 3 1/a-1/z 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 3 49" 1/3_1/3_1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2 ?/q 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3--1/3 1/3 14.334 - 18.050 1+C2+1+C2+1 1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a_1/z -/ 12.038-16.302 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 61" 1/3 -/3 -/3 16.303 - 20.675 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/a-1/z 1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+ C2+1 2+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+ 2+1 2 1+C2+112+1 3 1+C2 +C2+1 3 1+C2+1+C2+1 3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ 2 1+C2+1+ 2+1 1+C2+1 C2+1 3 1+C2+1+C2+1 3 1/s-1/z 1/a '• 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C 1 1+C2+3+ 2+1 1+C2+3+ 2+1 3 1+C2+3+C2+1 3 •241.082 9414% • Custom 083 - 26A85 •+C +%2+1 2 1+C2+2+C2+1 2 1+C2+2+C2 1 2 2+2+ +1 3 +C2+2+ 2+1 3 1+C2+2+C2+1 3 • 1 31/3?/3 J7V:31.038 1fC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 2 1+C +C +1 3 1+ 1+C2+1 3 1+C2+1+C2+1 3 ••• • •L 1 1 1-/2-/4 • -• 925.302 •1+C2+3+L2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+ 1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97'• • custom 2�303-27.185 *W%P�S2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+ 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 ••• • Custom 27. *0 - 31.038 1*W+"2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 +C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 /4 • r• •- 28.302 •02•Y£2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C 1 3 1+C2+3+C2+1 3 a303 •29.185 1rG2ri+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 C2+3+C 1 3 2+3+ 2+1 3 46li-i" i 81j 1.038 1rV43+ 2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+ +3+ +1 3 1+C C2+1 34 �' 31.038 1j�.I+F2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+ C2+1 C2 C2+1 3 +C2+3+C2+1 3 _"�.wt�itN4•�TH Lr�•:l•I�:�s>` yERALLWIDTH - 2a MII1` 1ASH WIDTH (EQ��IAL-LE/G�WDOWS)i e • 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE GUID TO USING ANCH R QUANTITY TABLES FOR XOX WINDOWS: 12" MAX. O.C.' r— 2-ANCHOR CLUSTER DETAIL CLUSTER OF 2 CLUSTER OF 2 3 ANCHOR: ANCHORS ANCHORS IN THE 1 ANCHORAT CENTERED AT THE CENTERED AT THE 3 ANCHORS AT (JAMB THE SASH MEETING RAIL MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. 1 ANCHOR AT 9" MAX. 12" MAX O.C. 4 THE SASH i 9"MAX. X � O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ti °2 Y W ? N 6 M to �: 0 O U) } N C7 ry aeon C ? N O rn O Z aF Z m x _ W o n cop sa U L) J aN Z W J O w m rn LL O ® m N H g = O r Z 5 = a =) < g O < o Z O o U Z = _j NY LYN!V \� Q�•.. �1GENSF . �(�� No. 58705 ' T S'OI NAL V-- A. LYNN MILLER, P.E. P.E.# 58705 TART F 1F n Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 3, 7 . Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt.- 55" Overall Hgt. 63" Overall Hgt. a Head 8 Sill � Head &Sill � m Head &Sill Head &Sill a Head &Sill a Head &Sill a �4/z-�/a 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /a-yz 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a-1/s 1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a 1/z-y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-t18" 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-1/z_1/4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" %3-1/3 '/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-1/z_1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1i 1B-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • •1 1 1• «• _24.08t '+t24 +C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 3 t+C3+3+C3+1 3 •92-1/8" • custoryl 26.185 1+C2+t+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 •••••• 1/3 �/3-�3• 26.156 - 31.04d 1+C2+41+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 •• 1/4-1/2-1/4 - 25.302 1ktiMC2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 • WA'• •• custorl} 2EE03 - 27.185 *C"+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 000691 27186 - 32.67! *49"+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 • • • • • �a 1/z t a• •* • - 28.302 Off '-3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" •••• • custom • 281808-30.185 *CJ*3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 • 1/3 1/3-1/3 P30.186 - 36.676 ""+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 /z_•r -29.46! b-C+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 3 1+C2+3+C2+1 3 +C3+3+C3+1 3 Z1315/8 custoro 29064 - 33.186 1+Ci+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+ +C + 3 1+ + 1+C3+3+C3+1 3 • 1/3 '/3-1/f 3$A86 - 38.222 1+C24+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+ 2+2+C2+1 3 1+C3+2+C3+1 3 1/s'/z/�• •Y-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 3 1 2+3+C2+1 3 1+C3+3+C3+1 3 120 custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 31 1 C2+3+C2+1 3 1+C3+3+C3+1 3 custom 133.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 1f2 1+C2+2+C2+1 3 C2+3+C2+1 3 1+C3+3+C3+1 13 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 12" MAX. O.C. i 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. r- 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY 1 ANCHgAT SCENTERED CLUSTER OF 2 ANCHORS AT THE MEETING RAIL 3 ANCHORS AT THE FIXED LITE CLUSTER OF 2 ANCHORSTHE CENTERED AT THE MEETING RAIL '3 ANCHOR; dgMB 22-1/2" MAX. O.C. 1 ANCHOR AT 9" MAX. -- 12" MAX O.C. THE SASH _J L_____J L-r7X7_T 9^MAX. / X / O MEETING RAIL REPEAT ANCHOR PATTERN AT SILL LU o as w Cl) O O r > 0 N ZH a,cp O Q Q M a z C7 Z O J O N Z LL m x v w O n LLi co o uMo�p r- UJ CD ~ Z � < �N 9M0 O j ,-, E r Q a F F_ Z o Z W J J m IL O O r O r = O Z iday5 j = Q � c C7 Q o Z o n U g 2 U Of J Z = ¢1 yap sauas \t,Y LYNN * No. 5��8••++705 0 STA OF . FCORIDP.•' GN /ONAU'111111111N A. LYNN MILLER, P.E. P.E.# 58705 �i Overall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 1 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. n Head &Sill E a Head &Sill ' a Head &Sill E n Head &Sill a Head &Sill E Head &Sill 1/a-1/2-1/a 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/2-1/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3_1/3_1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/z 1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/3_1/3 1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 22.i86.25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 13 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ••• • 4 1/Z 1� -24.082 1+92+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 • 92-1/8" custom • Q6.486o 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 31 1+C3+2+C3+1 3 ••• • 1/3-1/3_1/3 26.186 - 31.048 1+C2+2;C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 • 14_1/ry4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 ••• 97" custom • 26.303. 27.165 1+Ci+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 •• • 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4 �z-1/4• Y• 28.302 1+C2+3•C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 • tOG'i •custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 • 30.186 - 36.675 1+,C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 • 1/4 7/z-1/4• - • 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 • 1134518" custom 29.464 - 33.185 1+C2+3iC2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 13 ••• /3-1/3 13. 33.186. 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 %a-1/2--Y4 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 13 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 121 2+C2+3+C2+2 2 2+C2+3+C2+2 12 2+C3+3+C3+2 13, 2+C3+3+C3+2 3 2+C3+3+C3+2 3 •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •• MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 12" MAX. O.C. i( i 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF2 CLUSTER OF2 3ANCHOR� ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE 3ANCHORSAT CENTERED AA JAMB THE SASH MEETING RAIL MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. �- i ANCHOR AT 9" MAX 12" MAX. O.C. THE SASH _ _ _ J L _ J/ - 9" MAX. �XI O I X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL w w = w M U) > J i-,, �o o aloa O U' rN z N OJ Cl) D rn ¢O Z 0 J O au Z LL crnp b W -� O o�- fWC O ? '_ r a Z rn Ir J 0 w m H rn LL O ® o # = N O O F 2 QZ < r Z O O n U Z = Q Q \"'1 % I I III///// NY LYNN '',, ,....... '�� •' �10ENSFAl�� No. 58705 �J�S 77 :4 STATE F (V; (�S' .'�<ORIOP..-' N% � ;S'ONAL A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt. 63" Overall Hgt. a Head & Sill a Head & Sill a EHead &Sill a Head &Sill a E Head & Sill @ Head & Sill a E 1/a-1/z-1/a 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/] 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /a-1/z-1/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3-1/3 13.303 - 16,675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/z 1/a 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1l8" 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z-1/a 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 sr' 1/3-1/3 1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/z 1/4 *406W 20.052 1+C2+2+C2+1 21 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 3 716" ohstom 3D053-422.185 ♦+C2+1sFC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 ••• • 1/j1-% 1/3 22.186-e5.675 111C2+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 ••• y*1/z 1/4 • ••-Q4.082 4+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 • 92-1/8'>• custom 24�83 - 26.185 iiCi2i2f 2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 • ••• �}1/3 1/3 26.1Qi- 31.048 1;C•2+7��2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 •• ;/}% -/a •Y •-25.302 dj"jb3 92+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 • 97'b • •custom y»303 y27.185 1�*?�C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/r1/3 1/3 y.1 •32.675 'ili• *C $2. �2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 • ✓f1/Y-1/a -28.302 c1*C•2t3+�2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 199;• •Qystom 45.3Q3-30.185 jt, t3.+�2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 •• 1/3 1/3 % 3eiffi. ~36.675 4+C2$3,+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 ••• Yr1/z-1/ .• •-29.463 , +3+r2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom �4�- 3.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 %3-1/3-1/3 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4_1/z 1/4 —-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •• MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 12" MAX O C �I r �I 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. �- I 3-ANCHOR CLUSTER DETAIL a" MAX. O.C. --� r-- A -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY CLUSTER OF CLUSTEROF2 3ANCHORE TABLES FOR XOX ANCHORS ANCHORS IN THE WINDOWS: 1 ANCHORAT THE SASH CENTERED Al THE 3 ANCHORS AT CENTERED AT THE MEETING RAIL JAMB MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. I 1 / 9" MAX. 1 i�--- "MAX O C. THE SASHT \\\l��lll , —, r----� r---- — 9"M1AX. I / xi � O I X I MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 0 Y LU 9 o h ">b w 0 No w o O >� »o O 4 o> QN zy x O z Z Z Q J C3 a u Z LL. - LU O n o� = W z J FB W U 00 o f H ¢ vMo.O IN `JMC W V r- > a F- o o Z w ZW WLLj J J W to ¢ rn LL O ® m IV F- u K O H Q» 7y LL v Q O Z Y O w U � _ Z n = J Q Q GEN _ No. 58705 S A� O � C�iS '•FCORIDP.. •'G\�� /ONAL 1,N 0111111 A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 1 --i INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM )MENT SEE TABLE OTE B, FOR H TYPE 114 MAX. EMBEDMENT EDGE tl, SHIM DISTANCE ° TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. 12"LENGTH,CENTERED 1 20 ABOVE SASH ' TYP. ANCHOR TYPE, • EMBEDMENT AND EDGE • • • DISTANCE PER • •• • • • • • • • • SUBSTRATE, SEE TABLE 19 • • • • & NOTE 8 FOR HEAD TYPE. • VISIBLE• • LKWIP • HEIGHT DVERALt!••••• • DA •• •• 4 HEIGHT • •52 ••••• • •••• • 56 • 10 • 40 50 •• 7 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) 18 SCREWS, (P# 60). SASH VISIBLE LIGHT WIDTH EXTERIOR 15 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET 1/4" MAX. EMBEDMENT 7EDGE 17 I�'\\ DISTANCE _ FIXED If LIGHT OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS R 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4" MAX.. BEDMENT SHIM EXTERIOR EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION OPTION 2 SEE TABLE 19. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETFICMU. VERTICAL SECTION B-B 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 19. ALL WOOD BUCKS LESS THAN 1.12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. C 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EXTERIOR V ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUM(NUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLE 19. �.\"\ 1�1 - 0 � \'. k - f l� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 1/4" MAX. SHIM INSTALLATION OPTION 4 H FRA E INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9116, 1-3/8" #12 SteN lumi um, 6063-TS min. 318" 0.063" 18 or 410 SS Screw A36 Steel 3/8" 0.063" _ Steel Stud, GF33 min. 3/8 0.045" 118 33) Concrete (min. 3.35 ksi) 1" 1-3/4' 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' So hem Pine (SG=0.55) 1" Concrete (min. 2.85 sl -31 Steel unreoon Ungrouted C U, (ASTM C-90)- 2.12" Southern Pine (SG=0.55) 1 1' 13W A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. � USE ONLY FLATHEAD HORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) -UNGROUTED CMU" j(ALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 00 ? lU � rri O U) � nat I w O so o O O 0 N z y •S O O w ay cn Z Z z LL O LL _j W O Z c0 m x J U U o a� j �p H Z Co 5= Q Q C N p/nc O LU > F p Z o Z U Q J w O Q) LL O m � gN a N—Q LL O 2 laay 2 O < ~ O Z J n u = J Q U) z \\\11111111//// O�Y LYNN A.'",, No.58705 .:44/ rTD�— TONAL 01 \ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. �- 1/4" MAX. SHIM EDGE DISTANCE EMBEDMENT 1/4 MAX. �, EDGE 4 SHIM EMBEDMENT DISTANCE ° II TYP, ANCHOR TYPE, EMBEDMENT AND EDGE W( DISTANCE PER SUBSTRATE, r— L SEE TABLE 20. •••••• • BUCK•••••• HEIGHT • • • • • 10 • 36 1 /4" MAX. LENGTH,CENTERED/ I° DVE SASH TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (P#60). ONLY SASH VISIBLE LIGHT WIDTH EXTERIOR 15i INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM EMBEDMENT 6 17 I EDGE 1 DISTANCE !��V' • I _ FIXED VISIBLE If LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) v REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". JV 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • OFTHEWINDOW. • ° 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • • EMBEDMENT ° 20. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE 4 CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE • OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EXTERIOR EDGE TYP. ANCHOR TYPE, a DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION OPTION 2 SEE TABLE 2D. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9116" 1-3/8" #12 Steel, 410 Aluminum, 6063-T5 min. 318" 0.063" 18-8 or SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga) Concrete (min. 3.35 ksi) i" 13/4" 1410 SS CreleFlex Un routed CMU, (ASTM C-90) 9 2-1/2" 1.1/4" Southern Pine (SG=0.55) 1" 1l4" Steel Concrete (min. 2.85 ksi) 1" 1-318" UR scon Un9 routed CMU, (ASTM C-90) 2-1/2" 1-114" Southern Pine (SG=0.55) 1" 1-318" 1/4" MAX. SHIM TL— INSTALLATION OPTION 4 ANCHOREOTHROUGH FRAME INTO METAL J TYP. ANCHOR TYPE, ,—EDGE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) -UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. v oo Y W ? > w MO .°at elfo N y > aloe O (7 N z N O� CE to O �� JO $ aN _ W Z o S c� U L)d ®� M3 � ILLIN Z 2 Q W F- 9MC p O N Z — Z U of J q J m LL 0 -1O 4 � rn 7 W !-LIE 2 O Z 2 O o O Z J h` 1-.: of L) r _ Q z 0NY ILYNN • L10ENgF�� No.58705 ' •- TE A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 5 EDGE DISTANCE { ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE EDGE ��— DISTANCE ANCHORED THROUGH FIN INTO 2X 1/4" MAX SHIM I r`��,'I" WOOD FRAME OR BUCKSTRIP. lire TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER I I lily ! 1!4" MAX SHIM TYP. ANCHOR TYPE, I i1 I EMBEDMENT AND EDGE iv SUBSTRATE, SEE TABLE 21. i 1 l i DISTANCE PER SUBSTRATE, yII EMBEDMENT 11, , •`, ') Ii SEE TABLE 21 V i ; 1 t EDGE i !`.'•I\ I ( \' lii SASH VISIBLE 12 5 LIGHT WIDTH DISTANCE 1 I 17 I EMBEDMENT I EDGE EMBEDMENT I!/� DISTANCE I 35 . I�11 FIXED VISIBLE i� !if LIGHT WIDTH 11I L1/4" MAX. SHIM 63 EXTERIOR 12" LENGTH, CENTERED 20 ABOVE SASH 2 16 15 14 15 TYP. ANCHOR TYPE, • EMBEDMENT AND EDGE �-{ 1/4" MAX. SHIM • • • • • DISTANCE PER r BUCK WIDTH _ • • • • • • SEE TABLE 21. • IVIISTR4E, .. HORIZONTAL SECTION A -A • • • • • • • • (SHOWN WITH I.G. GLAZING) INSTALLATION • • • • • • • n OPTION 6 • VISIBL•E• ANCHORED THROUGH • • • • • • • LIGH1 • • • 5 INTEGRAL FIN INTO METAL % HEI014T•••• 52 BUCK ••••• HEIGHT••••• • •000 • • 50 •••••• l • • ••••• 50 • • • • • • • • • • 50 EXTERIOR 1D • • 40 • • 0 v 14 15 000 19 MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, 8 OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. I"l &1/4" EDGE DISTANCE EXTERIOR aEDGE DISTANCE �•� EMBEDMENT TYP. ANCHORPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-12" OF FIN CORNER. Anchor Substrate Min. Edge Distance Max. O.C. Min. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16' 5" 2-7/16" 2.1/2" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7116" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7116" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3r8" 5" 2-7116" #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw Southern Pine (SG=0.55) 1/2" 5" 1-3/8" 0.125" Aluminum, 6063-T5 min. 5/16" 5" 0.09" 0.050" A36 Steel 5/16" 5" 0.050" 0.D45" (18 Ga) Steel Stud, Gr. 33 min. 1 5/16" 5" 1 0.045" 1) MIN. Ul- 3 1 HKtAUS BtYUNU I HI: Mt I AL SUt3S I KA It:. Y W ? >Lq o 0"ab H ❑o M o O r O 04 sy alap 0 T O M r w a rn 0 J O y Z LL W O g WU� ®� J ` F- W —1umoip oN `JMp .�-. 0 > c a FF- to Z Z Z 0_ JJ LL Q O> 1L J Df Of O I, W N Z a � ;aay O 0 Q LL ~ o F Z J _O r O -j (p n = Q z \1 j1111111/1//I * : No.58705 -7P,519 �= �O ST TE F !(7�: ,'�/jll II111\111 A LYNN MILLER, P.E P.E.# 58705 2 724" I I 1 2.560" .062" I - 2.724" 3A 84" 2.724" I I 2.060" -� .062" I .10 HEAD, FLANGE FRAME (1 HEAD, INTEGRAL HEAD, EQUAL U FIN FRAME' LEG FRAME 2.724" • *Jill •• �•••i(•�f� •••••.• • 3.651" ••••••••III7 • •• • I• 0 062" ••• •• . Syr- .062 (7) SILL, FLANGE FRAME • • • • • r .062" • • • 11 I I 2.273" .062" s t t SASH PULL RAIL • 2.724" II� 4.276" U u I I • • • SILL, INTEGRAL • • • FIN FRAME • • i 170" 2,149" 1.300 100" , .050" - 1 I .045" I � I y1.795 .795" .49211-4 -^I.612" 7/16" BEAD 85/16" BEAD 1s SASH LOCK RAIL 1.300" Ff .062" 1.1++36SASH TOP & U BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min, F, Min F. Steel Screw 92 ksi 120 kat 184 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Eko LAtmODn® 410 SS Elco CmteFlex® 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A-- Steel 36 kai 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi .0 SILL, EQUAL LEG FRAME 2.211" T� 1.803" .170" 1488" i i 2.786" 1 � I� 062" I a JAMB, FLANGE J FRAME 1.246" �- 3.908" -, 062" I J to SILL ADAPTER -- 2.112" I � 2.786" I I 062" 987" -- o 2.786" I 062" - I !1 JAMB. INTEGRAL JAMB, EQUAL LEG �U FIN FRAME 6 FRAME 040" .062"-JE .723" .808" 'I+- .875" I+-T 17 INSTALLATION 1e HOLE COVER WINDLOAD ADAPTER 1.415" �\ .710" 'S18" U 040" J U SILL TRACK U ANTI -LIFT CLIP .360" -� -�- �1 1 032Q " .045" 104 HD MEETING RAIL `s STD MEETING RAIL 16 SCREEN ADAPTER SILICONE STRUCTURAL POLYISO- I 1/4"NOM. BUTYLENE WITH DESICCANT EXT. GLASS INT.GLASS KODISPACE 70 4SG TPS HOT -MELT BUTYL 3116' STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS INT. G 71 SUPER SPACER® NXT TM -� .630" .464" .797" .798" I to IG BEAD 21B IG SNAP BEAD ALUMINUM POLYISOBUTYLENE DESICCANTFILL REINFORCEMENT SEAL 5/16" NOW NOW SILICONE 5/16" NOM. SEAL BUTYL 8 ROLL -FORMED DESICCANT; � STAINLESS STEEL FOAM EXT.GLASS EXT.GLASS I. INT. GLASS LASS INT. GLASS DURASEAL• XL EDGE7M 72 SPACER 73 SPACER Y W 0 W O �o o OU } r U N H a o� _ O W O Z O O p vF Z (O _ .J.. r- oM U U d co � Maa r OD I- W U < �N OM0 O ¢ a 1n p Z J tL O O 0 00 ® rn N x � aay U) Z O o O Z 7 O Q W QNY ILYM!v2j No.587D5 •� a .. 75��? : a; ��,n'•. S A E O . • �� 'ONAL IENG`�` A LYNN MILLER, P.E. P.E.# 58705 Item # Part # Description Material i 624038 TFWad. Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 6 624028 Jamb, Equal -leg Frame Alum_ 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624D34 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A-T51 16 624047 Screen Adapter Alum. 6063-T6 17 624051 Installation Hole Co\er Alum. 6W3-T6 18 64125M Will a ter Alum. 6063-T6 19 s 62401112 Sill Tr6o1k • • • • Alum. 6W3-T6 20 • fire 5 Anti -Lift Gip Alum. 6063-T6 21A 624009 IG Md• • • • Alum. 6W3-T5 21B • 24011 IG Snap Bead • • • Alum. 6063-TS 23 624 226 7116" LAlni Glaz. Bead • • • • • • Alum. 6063-T6 24 • • •%2"3 5/11F LarryGlaz. Bead • • • • Alum. 6063-T6 30 7 GI i W,08ulbVmy r 4013 & #624026 Vinyl 31 • WP248 Glazing Bead, Bulb Vinyl for #624009 & #'4011 Vinyl 32 K Mo lock 3/32 Neoprene 33A • 71714K Lami 4G Se*rvg Block 1/8"wiiW c 1-1114" Neoprene 338 4 IG Sna Setting Block Vinyl 35 724045 Sweep Latch • Cast Zinc 36 6 We"SpFpe r Vinyl 37 • 41722 Holo Plug • • • • Vinyl 38 • • "(F.1 Lock Jil"ver, (LH & • Vinyl 39 724050 PuIPRail End tap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170", Fin Seal @ Sash 51 Weatherstrip, .187" x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X318" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PCX #8 XV Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommeding Kodispace 4SG TIPS See Sheet 18 for Materials 71 - Quanex Super Spacer nXT 72 - Quanex Duraseal Spacer 73 _ Cardinal )L Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. \ONY LYN ''•, PC1 .•' LICENSE •* No. 58705 40 '"0 1111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 MIAMI-DADS MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T. (786) 315-2590 F (786) 315-2599 NOTWE�ACCEPTANCE (NOM www.miamidade.gov/economy I)oralum Corporation 7040 N. W. 77 Terrace? Miami, FL 33166 Q�5 Z) This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted planner, 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 Veloc' ne. DESCRIPTION.;�eries 100 Outswing Aluminum Doors w/wo Sidelites - Impact .APPROVAL r T: Drawin2 No.W13-03, Rev E, titled "Series-100 Alum -King Door w/ Sidelites", sheets 1 through 10 of 10 (inclusive 3.1, 7.1), prepare y - arooq Corp., dated 01/30/13 and last revised 04/16/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and a -Da e oun t Control Section. MISSILE IMPA¢TI��G: Large and Small Missile Impact Resistant Limitations: l 1. See DP tables for _, oor w si a rtes (w/wo reinforcement) in sheet 3_1. See Single sidelite (standalone) DP capacity in sheet 3. 2.. See allowable mulled configuration in sheet 3_1, not to exceed (5) panels w/ max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3_1, shall not exceed = 36-7/8". See active panel 4-point locking or active panel dead lock w/ manual bolts option in sheet 4. 4. 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 following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertisimg4i:er�atar IfsarV portion of the NOA is displayed, then it shall be • done In its entirety. • • • • • • • • • • a • • • ••• • INSPECTION: A copy of this entire NOA` Sh•aM"e pmvided to theottser by the manufacturer or its distributors and shall be available'for inspection at the job site at the request of the Building Official. "]'his NOA revises and renews NOA #15; 9906;83 copse is bf this�pggq I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned ablAc. : . . The submitted documentation was reviewed by forge A hhenciat ev, ... ... NOA No. 18-0122.18 MIDADE COUNTYCUNTY ` ' ' ' ' ' ' ' Expiration Date: July 04, 2023 3` It" 1 i �'i �•••i i i i•'•i . •. • • • Approval Date: May 24, 2018 Page) Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA #13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3. 1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 12/11/15, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #13-0219.07) C. CALCULATIONS 1,(!�n eri i n calculations and structural analysis, complying with FBC-2014, on, prepar d by Al-Farooq Corporation, dated 06/19/15 and 12/11/15, signed �� ad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Interlayer", dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite ® PVB Glass Interlayer", dated 06/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company, (MA) for "Saflex Clear anA Ca1ax Cslass Iuterlayprs", expiring on 05/21/16. . ......... . .. ... .. . . ... :. •: • • : • rge M. Plasencia, P.E. Produc Control Unit Supervisor NOA No. 18-0122.18 •; • ; •; • Expiration Date: July 04, 2023 Approval Date: May 24, 2018 • •• •• • ♦E •y V •• Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation, dated 06/20/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100" Aluminum Outswing Doors w/wo Sidelites — Impact, approved on 07/04/13 and expiring on 07/04/18. 2. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-03, Rev E, titled "Series-100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1 and 7.1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 04/16/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALC 1. c or verification cal c lations and structural analysis, complying with FBC 6' Edition (2017), prepar by Al—Farooq Corporation, dated 01/15/18 and revised 04/20/18, signed and aled by Javad Ahmad, P. E. 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. for their "Sentry Glas ® (Clear and White) Interlayer", expiring on 07/04/2023. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company, (MA) for "Saflex Clear and•Coler;GjaSs jnterl$ycr§", expiring on 05/21/21. . ......... . .. ... .. . .... so % . . . . . . . . .. . . . . • rge M. Plasencia, P. % E. . . ... . ... . Product Control Unit Supervisor NOA No. 18-0122.18 .. • • • • Expiration Date: July_04, 2023 • • • • Approval Date: May 24, 2018 . . . . . . . . . . ... . . . ... . . Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation, dated 12/19/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0706.03, expiring on 07/04/18. .. ... . . . .. .. . ......... . .. ... .. . .. .. .. ... . ... . . • • • orge M. Plasencia P.E. "' ' • • ProGet Control Unit Supervisor NOA No. 18-0122.18 ... ... Expiration Date: July 04, 2023 • • • • Approval Date: May 24, 2018 . . . . . . . . . . L 39 5/8" MAX. DOOR FRAM 11' 4' MAX. y MAX. _ HEAD/SILL n HEAD CORNERS SILL I I, I I u I • II w `a 2 + a / 4 POINT LOCK OPTION I SEE SHEET 4 II 7 \ II u \ II I • • • • • • 11 • • • \I ACT VE • • • D.L. �•G• • • �E3p0 1,4B1 • • • • • TYPICAL. ELWATION TART.F. 1 II C / At e / DEAD BOLT LOCK OPTION �� 2 W n a o ( SEE SHEET 4 II m d n II n \ / n I 7`'tNACTNE ACTIVE,' _ I I I U I I z B cOi 28' SILL D.L. OPG. 36 7 8' (7) ANCHORS / AT STILE END LEAF WIDTH AT 3" O.C. TYPICAL ELEVATION ( XX ) DOOR OPTIONS TeRTc � DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT (+) INT.(-) WIDTH HEIGHT -5/8' 36-7/8' 98' 65.0 80.0 76 MAX' (5) ANCHORS DOOR FRAME WIDTH AT STILES END AT 3" O.C. 4' MAX. HEAD/SILL CORNERS A �� SURFACE APPLIED \I FALSE MUNINS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME �.(+) IW.(-) WIDTH WIDTH HEIGHT 76' 36-7/8' 9B' 65.0 BO.0 N COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY BLDG. OFFICIAL PER FBC, AS APPLICABLE. NOTE FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-O'122.18 Expiration Date 07104/2023 By / — Midmi-D6de Product Control DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 00 ALU RENCH DOOR W SIDELITES m APPROVAL APPLIES INGLE (X) DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEL SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION rn CAPAC ABLE WILL APPLY TO ENTIRE SYSTEM. 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). 18Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS D INSTALLED ADEQUATELY T D PRODUCT LOADS TO THE BUILD 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 ONL 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 RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 2.750' DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250')/2 D.LO. HEIGHT = FRAME HEIGHT - 12.250' D.LO. WIDTH (X DOORS) = FRAME WIDTH - 11.625' D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 20-)/2 1018 Lam.: 4I'u, Z m 0� mW d OCL O N ci O W ttell �p o IRE Ow O -a ti Q�Z0 N liZu�iLLo _ O J O to aWmf� 111!11,1!1i1!1 Ju � 4 I � � S a drawing no. W 13-03 • (6) ANCHORS 5 ANCHORS AT DOOR MULLION AT STILES ENO FRAME HEAD 201 1/4" AT 3" O.C. 41 3/4' 76" 41 3/4- SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTi 4" MAX. HEAD/SILL 3" ' F^, TMP" 0 __ ^ _ - Ty F CORNERS I Q`\A =�=1rlr= H � � 1r nopJ o •• • • •• I O a p II / • • • I II I J 11 • •• • • • • • • • •- I • G••••i' -- -- -- G' •••• •• • • •• • g • • • • • • • • 38 5,1' • 29 38 1/4" • • • • • D.L. OPG. (7) ANCHORS AT STILE END D.L. OPG. D.L. OPG. AT 3' O.C. (5) ANCHORS LOW PROFILE SIDELITE_ AT DOOR MULLION TOP & BOTTOM FRAME FRAME SILL TYPICAL ELEVATION ( OXXOO ) (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) SIDELITE OPTIONS PRODUCT REVISED as complying with the Florida Building Code o 18-0122.18 NOA-No. m Expiration Date 07/04/2023 41 3/4" (6) ANCHORS SIDELF- WIDTH BY f N a AT SIDELITE MULLION Q a FRAME HEAD Mia i- Product Control ar O 0 aW a' ~ � 0 O m o Q aoo °� w01 -a � IY C ZJ N W :LL 1 _ Q N _ O li SURFACE APPLIED LL Z o f 11 FALSE MUNTINS J c � Q I MAY BE USED Q w m $ II d II H ^ Z n II C2}�5� 8 3_j T J Z i O 5 .. g 0 0 < . O � 11. m w .� MAX. HEAD SILL C 381/2"��b '\��PG.CHORS HI -PROFILE SIDELTTEELTTE MULLION TOP & BOTTOM FRAME O p5 g FRAME SILL vL-01-0 NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE. 2. FRENCH DOORS WITHOUT INSECT SCREENS. GLecc D.LO. HEIGHT DIMS. D.L.O. (HIGH PROFILE SIDELITE) - FRAME HEIGHT - 14.375" D.L.O. WIDTH (LOW PROFILE SIDELITE) = FRAME WIDTH - 4.50- D.L.O. WIDTH (SIDEUTE) = FRAME WIDTH - 4.875' D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 12.250" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625- D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 20')/2 d y• ' EN$F ••• i 4 i .70592 o $ 2 1 2018: (.'iY `= o STATE OF :' .Ftosno►..: �; W13-03 m a2 3/aPRODUCT REVISED ABLE 3 " a2 3/a" o as complying with the Florida FRAME WIDTH FRAME WIDTH M. Building Code 0' a• MAX. _ 4" MAX. I HEAD/SILLIII- NOA-No. 18-0122.18 r>i CORNERS OI CORNERS R Expiration Date 07/04/2023 O F m m J I I I -� Z N Q By Miam' 7di!� Foduct Control Q a // N U N r V OWei fi O W 11 o - - O a o �, QyNCb 13 m d O0 mw n J Qwmi SA w - � a 0) m • •• • • •• H n •••••• U • • • • O • • •••••• a�mN • ••••• • •• •• •• • • • • • G Imo. G' MAX < OV r < ••••• ••• • •••••• • HEAD 3 J m ••••• •• • •••• SILL SILL �'� $-7Z�•o, n O — • • • • • 38 1/4' 38 1/4• Q • • • • • • • • • • • • D.L OPG. O.L. OPG. g p • • •••••• • HIGH PROFILE SIDEIITS LOW PROFILE SIDELITE O ••••• •• •• •••••• FRAME WIDTH TYPICAL ELEVATIONS NOTE: ( 0 GLASS CAPACITIES ON THIS SHEET ARE o o g h n BASED ON ASTM E1300-09 (3 SEC. LISTS). a S = S 3 ` o � c '11n11 PD.... 10592 = � a Q'•,• ATE OF �� drawing no. li sheet 3 of 10 DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES STATIONARY PANEL (0) EM.(+) INT.{-) 41 3/4 42 45 48 82 1/2 65.0 80.0 64'6 79.5 60.3 74.2 56.5 69.6 41 3/4 42 45 B4 65.0 80-0 64.6 79.5 60.3 74.2 --56:5- 69.6- 41 3/4 42 45 90 65.0 80.0 64.6 79.5 60.3 74.2 41 3/4 42 3/4 96 65.0 B0.0 64.6 79.5 41 3/4 42 3/4 98 65.0 80.0 63.5 78.1 H w n � 4 J o • TABLE 4 MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF SIDEUTE FRAME HEIGHT INCHES DOOR FRAME WIDTH INCHES SIDELITE WIDTH INCHES SIDELITE TO SIDELITE SIDELITE TO DOOR W 0 REINF. EXT.(+) INT.(-) WITH REINF. EXT.(+) INT.(-) W/O REINF. EXT.(+) INT.(-) WITH REINF. EXT.(+) INT.(-) 82 1/2 39 5/8' (X) 76" (X%) 24 30 36 41-3/4 42 45 48 65.0 80.0 65.0 80.0 65.0 80.0 65.0 1 80.0 65.0 80.0 65.0 80.0 65.0 50.0 55.0 60.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 90.0 65.0 80.0 65.018 64.6 79.5 64.6 79.5 64.6 79.5 60.3 74.2 60.3 74.2 60.3 74.2 56.5 69.6 56.5 69.6 56.5 69.6 56.5 1 69.6 84 39 5/8' (%) 76' (XX) 24 30 36 41-3/4 42 45 48 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 64.6 79.5 64.6 79.5 64.6 79.5 64.6 79.5 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 9D• • • • • • 39 5/8P(X) 76' (XXI 4 0 • 24 0 JO 0 36• 41-,f/4 430 0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 78.0 65.0 80.0 65.0 78.9 65.1 80.0 65.0 72.7 65.0 80.0 65.0J56 5.0 80.0 65.0 68.5 65.0 80.0 64.6 454.6 79.5 64.6 68.3 64.6 79.5 60-3 0.3 74.2 60.3 68.4 60.3 74.2 •sse ••• • 39 5/8.X•64.5 (WO •• 24 30 415.0 • 42 6.1.0•.5.0 80.0 65.0 69.7 65.0 80.0 65.0.0 80.0 64.1 64.1 65.0 60.0 65.0 80.0 59.6 59.76 80.0 56.1 5 6. 1 65.0 80.0 56.5 56.5 64.6 79.5 56.0 56.0 64.6 79.5 •�:39 • • 5/8" @) 76" (XX) • 24• •0• 36 41 -3/4 65.0 8 5.0 80.0 65.0 65.5 65.0 SO..D 65.0 41170.1 65.0 80.0 60.3 60.3 65.0 80.0 60.5 6 .' jJ5.0 80.0 56.0 1 56.0 1 65.0 80.0 531 50.2 1 65.0 80.0 1 52.7 1 52.7 1 65.0 80.0 39 5/8" 39 5/8" MAX. SIDELITE SIDEUTE MAX. SIDEL DOOR WIDTH WIDTH DOOR I WIDI FRAME W. i FRAME W. / F F' C / H /K w \ \ © C' / J \ K (XO) (OXO) (Ox) SIDELITE 76' MAX. WIDTH DOOR FRAME W. / J / \ E / \ a ( Oxx ( XXO INSTRUCTIONS: USE CHARTS AS FOLLOWS. 39 5/8" MAX. SIDELITE SIDELITE 39 5/5- MAX. SIDELITE 39 5/8" MAX. (t 4m ru o OOr OR m FRAME W. WIDTH WIDTH DOOR FRAME W. WIDTH DOOR FRAME W. t '9 o 'I _�� Z o / / \ 0 n 4 z w a 0 ow O w \ K L H \ K INuu xx IL D C i agate-{ \ \ / M o aO O y y K ( X00 ) ( XOX ) ° tl ( COX) Qw��m MAX. SIDEUTE SIDELITE SIDELITE 76' MAX. Z p fso ZAME W. WIDTH WIDTH WIDTH DOOR FRAME W. J Z (D Q J Q wmf r _ Lj C i v m L Z n 0w ( OXXO) SIDELITE DO) STILE END m ~ MULLIONAANC NCHOR ((� ) SEER EET 1 c SEE SHEET 2 SIDELITE 76' MAX. SIDEUTE SIDEUTE oo 3 J WIDTH I DOOR FRAME W. WIDTH WIDTH 1 SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIDEUTE AND SIDELITE MULLION CAPACITY FROM TABLE 4. 3• LOWER VALUES FROM STEPS i OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. REINFORCING REINFORCING AS REOD. AS REOD. O © SEE CHART Oj O SEE CHART Oj r I 1 I I I L L 39 5/8" (X) 39 5/8' SIDEUTE WIDTH SIDELITE WIDTH 76" (XX) SIDELITE WIDTH 76" (X DOOR FRAME WIDTH DOOR FRAME SIDELITE TO SIDELITE WITH DOORS SIDELITE TO DOOR 3 a H / \ M J J \ E / w \\ L // \ / w 0 0 )AX. 5 PANELS OOxXOOXXOO M ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE o 00 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION ^ i o G� 0 DECLARATORY STATEMENT DCA05-DEC-219 1i11li11IT7j Al Fl/I,y�77�i0 ' GENS�c PRODUCT REVISED 70592 as complyEn with the Florida : Building Code N°A-No. 18-0122.18 204 - drawing no. W13-03 E1c iration Date 07/04l2023 '• - P Q...(tt�� STAT'E OF • � C .........O►;.•' ��: �` '��'sis/ MIBl'am4-0a Produet Cont �N 77j/ ��AL 111�� sheet 3.1 of 10 ACTIVE LEAF• SURFACE MOUNT DEAD BOLT L K AT 44-3/4- FROM BOTTOM, KEY ERA.TED ON EXTERIOR AND THUMB TURN ON INT IOR FASTENED TO ACTIVE LEAF LOCK STILE ITH (2) #10-32 X 2' OH MS (2) p8-32 X 1/2` FH MS LEVER TYPE METALLIC HANDLE AT 38-3/4" ON BOTTOM, FASTENED TO ACTIVE LEAF LOCK STI WITH (2) #8-32 X 1-1/4" PH MS. AND (2) $8-32 X 1/2' FH MS CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON STILE ACf LOCATED AT 11-1/2' AND 87-1/2- FROM BOTTO - -FASTENED -TO-LOOK-STILE-WITH—------- ---- - #8-32 X 1/2" FH MS (2) SCREWS PER BOLT INACTIVE LAF CEALED FLUSH BOLTS BY 'REGENT' M Y OPERATED LEVERS MOUNTED ON INSIDE CE OF LEAF STILE LOCATED AT 11-1/2" 87-1/2" FROM BOTTOM FASTENED TO L STILE WITH 08-32 X 1/2" FH PER BOL 5/8' 76" • / • / \ � Inn W • • / /fir • �• pp � AC11VE \ ACTIVE 111-1 E • • ••••• •• •••••• ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38-3/4" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STILE WITH (2) #8-32 X 2" OH MS CENTER LOCK FASTENED TO LOCK STILE WITH (2) #12-24 X 1/4" FH MS INACTIVE LEAF: -- -CONCEALED -FLUSH-BOLTS-ErY-REGENT--- --- - - -- `- - MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT 11-1/2" AND 87-1/2- FROM BOTTOM FASTENED TO LOCK STILE WITH #'8-32 X 1/2- FH TC MS (2) SCREWS PER BOLT 39 5/8' 76" b�W b I I I I \ I / ACTIVE \ ACTIVE INACTIVE 3/16' H%kT SfREN'i CLASSf 3/16- HEAT STRE'N-D S C • • • • .090' Interloyer 090' Intedayer Soft ex Clear And Color Trosifol PVB Eostman Chemical By 'kuroray America, Inc.' 3/16' HEAT STREW 3/16- HEAT STREN'D GLASS SILICONE GE 2800 SILL( i GE � m n ii ii n 'I M0 19 Zr I V, i iD GLASS TYPE 'GI' iILICONE SILICONE IE 2800 GE 2800 SILICONE = GE 28DO i F 2E am b > ut dNN r L 1 1 I 1 i 19 O LASS TYPE 'G2' GLAZING OPTIONS 6" HEAT STREN'D GLASS 090" Interlayer SentryGlas C8y 'Kuroroy America, Inc.' 11 r3/16' HEAT STREN'D GLASS GE 2800 I TYPE 'G3 HINGES: 3-1/2" X 7-5/8" X..122" THK. EXTRUDED ALUM HINGE LL PART JFD-107 BY SULLIVAN k ASSOC. 3 HINGES PER LEAF AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 40" O.C.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB I tAT POINTS ON LRES 29 TWIN 36' ONLY GLAZING DETAIL AT SIDELITE PRin REVISED DUCT �U ply g with the Florida Building Code NOA-No. 18-0122.18 Expiration Date 07/04/2023 Z w Q F n Z By Mlamt;Da�WProduct Control p. 0 N " N IL 08"nIn (j =O ui el Q 0�mo �4NN O Q w 'A 6 IL Z— a �a <LI Q w 0) `'J'�� [!!,2 � 70592 I ~ k ATE OF 7 A(/` drawingo no. W13-03 - ----- ED^ 1BY OR 2a7 �/ TYPICAL ANCHORS WOOD BUCK "' o LEVATIONS EE NOi SHEET 1 DOE DIST. R SPACINGS chi META_ l n 1/2" MIN. - - NCRETE. I EDGE D g� EDGE DIST. STRUCTURE Z m 3 THROW BOLT y m PENETRATIONIff CONCRETE Z W ry 2 O p ` o 23 p 3�s p �� I II aaz 1 n �N m ¢N n GN N Q? In u OTYPICAL ANCHORS 1 O m o A 5 I i I I TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS a K o SEE ELEVATIONS SEE ELEVATIONS i --------------- __- i Q a G a .I I I i i 22 16 FOR SPACING FOR SPACING FOR SPACING I MIAMI-DARE COUNTY APPROVED II 0 t ¢ CLIPPED MULLION N O N I I I SEE SEPARATE NOA I Q w p-1 a II\ �11 I I Z J Z N - IL 11 Imo__________ II T1 O � •• "� C7mg w iI i O K 0 I t v p I: l� WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM m • • • • jI TYPICAL ANCHORS • • • ji MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEVATIONS 9 m 1 • • • • 1. e • FOR SPACING i • • • • • • : AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 O w I • • ii • • • • • • • • .FOR SPACING 25 Ci • • •y o a0• 1 I • • • • u 177 KSI, Fy=15 0_ c� e I• ••! o •Qi •• • e• V n M _ •W• • ri • 2" MIN. PENETRATION INTO WOOD (HEAD/JAMB m • •• •V• • I' ••e• M � J m • y� THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCK g ] Z i., " • •• Tit• • 000 �DIREC MIN. EMBED INTO CONCRETE (HEAD/JAMBS) N • o • • • e MIN_ EMBED INTO BLOCKS (JAMBS) • • • ( ••e E Oo- • • • • INTO CONC • • I.00000• TO CONCRETE (HEAD/SILL) • • • • • • to i • • • • 1-1/4" MIN. EMBED INTO CONC. OR GROUT -FILLED BLOCKS (JAMBS) • • • • j • i • • • • •1./4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) c tU *&a • INTO MIAMI-DARE COUNTY APPROVED MULLIONS o OR c S R ••• I T j I INTO METAL STRUCTURES (HEAD/JAMBS) PRODUCT REVISED 2 o p B I I I I as complyingwith the Florida c g (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I I I I Building Code � a� a ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) NOA-No. 18-0122.18 m II STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) II _ II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) EapiratlonDate 07/04/2023 CRITICAL EDGE DISTANCE Miam a ,' Product Control u II q o017.=0= it INTO CONCRETE AND BLOCKS - 2-1/2" MIN. •�vivi $ `r S a 5 11 22 s INTO WOOD STRUCTURE = 1" MIN. -O < - " INTO METAL STRUCTURE = 3/4" MIN. 111.1^1uulriT�7 WOOD AT HEAD OR JAMBS SG - 0.55 MIN. `�� 1^" •• ;Zp e�� CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. �: J SF •'•• SS .. C-90 HOLLOW/FILLED BLOCK AT JAMBS frn 2000 PSI MIN. = .- WEEP SLO - _ .70592 OFTIO a' :CONCR6IE _ - v° e ANCHORS MAY BE HEX OR FLAT HEAD. _ A $ 1018 _ • EDGE DIST. I TYPICAL ANCHORS 0 TE OF•f(/�: drawing9 no. SEE ELEVATKNS i`S,'• W13-03 1 /2" MIN. FOR SPACING i ORIDI•`.•'�0•,� ENETRATION C BI-E p� DOOR DETAILS ��'7)iS,��A�t�r�� sheet 5 of 10 • PRODUCT REVISED y�U as complying with the Florida o 1/4" MAX. 3 8" MAX 1BY OR 2BY Building Code W I 'OOD BUCKS NOA-No. 18-0122.18 n SHIM O D LOAD RING S HEET 1 ; 0 3 2 Expiration Date 07/04/2023 0 FF m TYPICAL ANCHORS ` 'CONCRETE By % _ F W m e a SEE FOR SPACE NG _� ACTIVE LEAF F— OR BLOCK MI 1--a Product Control o ti m 0 W c! Y 22 70 " d -_. _ TYPICALE 6� Q_:,.1 .. FOR SPACING 0 O W QKZJ N W LL N 17 EXTERIOR I; ? a J 7 8 JOm J - w 11 DD.L.OPG. Q 7W' TMf ~ METAL O STRICTURE 36 7/8" MAX. LOCK OPTIONS LEAF WIDTH SEE SHEET 4 ? a • • • 39 5/8" MAX. • • • • • • • • • DOOR FRAME WIDTH J m ••.• • • • • • • • 3 Z n •••••• 3/e. O W • • • • • • • • o ~ LOAD BEARING o � 3/8" MAX.• . /'�• • • • • • SHIM c> O • LOAD B ING. 1 (;) O F' co N 0000 SHIR.,: it. `J i • • -LOCK HEFT 4 SEEWOOST SH O •. • • SEE SHEET 4 SEE NOTE SH 1 U M I tANCHOR?*�.•••• � � ro SEE EUE • • SPACINCy. C NC, im UO�+� =j ! ';ig■ •��,�i► • '8" '! { l i9�! —u S 3 .J J Z � o 2 gO C, G w O 1` 5 w � o W O Wow H — 17� 0 a Q $ w 7 D.L. OPG.�7 B 22 g D.L OPG. TYPICAL ANCHORS SEE `u 6 11 SPAC FOR SING PAC 36 7/8" MAX. LEAF WIDTH EXTERIOR o 8 r= o 0 DOOR DETAILS -Y•O I n g 70692 n, T018 fr= 5 iTE OF ' (yam; drowing no. �a�o�..'G,` W13-03 JAL�� nmla sheet 6 of 10 • TYPICAL ANCHORS EDGE GIST. SEE ELEVATIONS FOR SLAVING :.V,'• CONCRETE. a' i .•.... b n II 11 #10 X 1/2- THREAD CUTTING MACHINE SCREWS II • 6' FROM II EACH END II & AT MIDSPAN II TYP. HEAD/SILL • ! w • a • o » 0 a• W• f• • • I 0I!' • 6 •••• • •• • W •• • .I. ••• • • is •••• • I • 004 • » •• •••• if • • i i'i •• • • •• N • 0 • • u • n n n 14 p t tl 18Y OR 2BY WOOD BUCK / SEE N07 SHEET 1 w a N m � HI -PROFILE :t LOW PROFILE \ N SIDELITE SIDELITE ,.CONCRETE .�. b '.v. �.�.. ',.'� R&E a I'.v. . e EDGE DIST. N TYPICAL ANCHORS � EDGE DISi. N TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS sIDELrtE FOR SPACING - MOMS FOR SPACING SIDELITE DETAILS U PRODUCT REVISED � s complying with the Florida o Building Code NOA—No. 18-0122.18 Z h m 1 Expiration Date 07/04/2023 0 Z N J By 1Aiam" - a roduct control 0 N N apW 0.' C � O a.0 g ------ ---- n�-a - 0°3�iz N rnp m Q W j LL G LL IU ul .I z Cn Q T 2 w i J 0 a � m H 3 � Z M 0w CLLdm c7 0 r, = U r'� a � m z� zi N Q C, M g v Q 0 s�� Ni t • n IT OP.��drawingo no. NAL E� 111111\ sheet ] Of '10 5/8" MAX. AD BEARING SHIM /a, M— ... SHIM..,. . WrrH METAL BLOCK W W 3 I I D.L OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING • •••• • •• •• •• ••••• ••• • •••••• •••• •• • •••• • • •• •••• • • • • • • • • •••• •• •• • •••••• • • • • •• •••• • • • ••• EXTERIOR ' 36 7/8" `� MAX. LFAF WIDTH 39 5/8' (X DOOR) 76- (XX DOOR) I ills L } EXTEMOR D.L OPG. SIDELITE DETAILS PRODUCT REVISED as complying with the Florida Building Code N... 18-0122.18 Expiration Da, 7/04l2023 By / MIYmi-fie Product Control . 70592 o � R 2018 (({C ' 0 ATE OF IV- drawing o no. u Ul 0 4. 0 Z m m 3 Oz �m % WV Q W x 0 OdN m �� O UNIM•• ci O uT Oaoo 8 09 N Q - n y' W N J00U. Q W (n k O i r m v�- S Z n O w Q � a< C) xLd to ~ m m O n M ] I • • • M 3 • • • • • • • g J Z o •••••• • • • N Q Of :*see • • • • SEALANTS: o r : e • • • • • • FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL • • • • • e • • METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. ••e• •eee • •••• ag- - • •••• • •• • m 3W • e • • • • PRODUCT complying ome yI 9 with the Florida y a u e•••e• Code ode � •ee• •• •• ••�•e• Non-tro. 18-0122.18 • e • • • • e expiration Date 07/04/2023 • • ce=n r •••e ••e• e ; By y oo a • • MI mi-0 Product Control y- ••e• c No.7D5B2 =_ a k .....Tdrawing no. FCORID�`. •'• �� i��l�AL7E�� sheet 8 of 70 ITEM # PART 4` REgD. I DESCP.TPT701: N.A'1'ERIAL MANF./SUPPLIEP./REMA.Rl.B 1 T-51493 1/DOOR FRAME HEAD 6063-T6 - 2 T-51494 2/DOOR FRAME JAMB 6063-T6 - 3 T-51503 1/LEAF DOOR TOP RAIL 6061-T6 - 4 T-51492 1/LEAF DOOR BOTTOM RAIL 6061-T6 - 5 T-17502 2/ LEAF WEATHERSTRIP ADAPTER 6063-T6 - 6 SW-28898 1/DOOR THRESHOLD 8063-T6 - 7 T-51520 1/LEAF HINGE STILE 6063-T6 - B T-51496 1/LEAF LOCK STILE 6063-T6 - 9 T-11500 AS REOD. SIDELRE SUP ON JAMB 6063-T6 - 10 T-11507 1/CORNER ASSEMBLY STIFFENER 6063-T6 - 11 FD-107 3/LEAF BUTT HINGES (.122" THK.) ALUMINUM SULLIVAN k ASSOC. 13 T-17499 AS REOD. SIDELITE GLAZING BEAD 6063-T6 - T-51504 AS REOD. SIDELRE BASE ADAPTER 6063-TS - - AS REOD. SIDELRE REINF. CHANNEL 3003-H14 - T-11498 AS REOD. SCREW CAP (OPTIONAL) 6063-TS - K17 - AS RE00. SCREW CAP (OPTIONAL) 6063-TS -2/LEAF 3/8" X 16 THREADED ROD STEEL -2/LEAF 3/8' % 16 NUT - AS REOD. PVC INSERT - - 20 - AS REOD. ULTRAFAB - - 22 PW-707 AS REOD. BULB WEATHERSTRIPPING VINYL - 23 PB-8400 AS REOD. PILE WITH INTEGRAL FIN W'STRIPPING - SCHLEGEL 24 5025 AS REOD. FLUSH BOLTS DELTA IND. 26 CP-8111 - ENTRY LOCKSEi KWIKSET 26 R8 X 1" 4/ CORNER ASSEMBLY SCREWS, FH SELF DRILLING AT ALL FRAME JOINTS 27 �8 X 2-1/2" 3/ CORNER ASSEMBLY SCREWS, PH SMS - 28 jl8 X 1-1/2' 2/ CORNER SIDELfTE ASSEMBLY SCREWS, FH SELF DRILLING - 29 - AS REOD. SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A 4.000 078 r I� ,.500 2.25� I k-1.963 0 FRAME HEAD I�7.5062 .375 I I ° 1.494 O WEATHERSTRIP ADAPTER p 1 .445 -' '838 �045 16 SCREW CAP 2121 PRODUCT REVISED as complying with the Florida 0.375 Building Code NOA-No. 18-0122.1$ Expiration Date 07/0WI2023 0.312 BY - _ + 688 Mla �-D �� {Product Control 2.121 2.000 n 5/16- DA . STEEL PIN � 3375 I�+ y p Do I U. Q F y F w ` O U 0 O a � w IY O F 0 t n 0 z M Qacoti QO a d�lZo W J iZ aSIDE Q w m t o n ✓� m a a m o LL 0 km�N10' 1.252 .636 .045 03 1.897 LITE GLAZING BEAD T- 4.895 �2.16z 5.638 .078 076 4.000 Ll 2.250 1963 .078 O 1.750 .875 C � v 0 i `o 2 0 FRAME JAMB I I - 1.00 -I � �J HINGE STILE I 14 SIDELITE I I 2.000 + ® U 9 ALUMINUM HINGE 1.125 I 3 25 i $ z n , O w or, n J Z 4 I F-1.813 -I BASE ADAPTER r1.750 • • • • ..7 •• • • • • • 4.0a0 • 3.5 0 • • • • • • ® TQFp %L -4.z24 � 250 1.125 1 �,.540� 0 ASSEMBLY STIFFENER •• 1.•50 • 2., 39 � • • •.078 4.816 ••'b� 4.906 LOCK STILE 25 O N N R W •••• 2.057-1 • I • .078 • •• 2.406 • 1.656 • • •I„ 4.156� -1 1.445 I • • : ••�- •• • .87 •• t • • • • .078 • ••• •••• "mom o oi m RO 0 _ 0 0 ` c <L.L. 5.500 I 6'� 9 SIDE LITE JAMB 0 5.768 .055 188 3.750 \ �2.177--j I 0 BOTTOM 1.375 .5000 - 7 I .062 4--4.000 -! O THRESHOLD I 6A SIDELITE BASE GLAZING BEAD .70592 _ - 2 & 2018 STATE Cf �� ,5 '•.RORIDR•' G�; � SIDELITE ALUM REINF. Nj4L 9 a RAIL drawing no. W 13-03 •••• • • •• • • •• • •••• • •• •• •••• ••• • •••• • •••• •• • ••• • •• ••• • 4 • •••• • • •••• 0000 • • •••••• •••• • 27 SIDELITE SLIP ON JAMB CORNER PRODUCT REVISED - as complying with the Florida I Building Cod• NOA-No. 18-0122.18 m Expiration Date 07/04/2023 rn O pIo / By __ Miami-D Product Control '9Q i r o h .70592 2�'0 0 ATE OF drawing no. OR1D"'`?' W13-03 M IAM I-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.gov/economv RT Industries, nc. 1070 Technology Drive, North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform -in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as de a Has bee �complywiith�tle Florida Building Code, including e ocity Hurricane Zone.- DESCRIPTI` :Series "PW7720A" Aluminum Fixed Window-- APPROVAL o.-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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and=issile ami-Dade County Product Control Section. MISSILE IMP TING:,Large and SmResistantLABELING: Ea ' hall bear a ermanener 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. TERNIINATION 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 ep;iretye, INSPECTION: A copy of this ec0 re NM&all1$ lkoLided to the user by the manufacturer or its distributors and shall be available for.VsW:io%4t rh jo. ;tte a4 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 dopurgg4t mentioned above. The submitted documentation was:sevietved b NOlan�l PCrez,d.V. . . . . .. . . . . . • NOA No. 18-0430.05 MIAMI•DADE COUNTY . • • • • • • • • • Expiration Date: February 19, 2024 Approval Date: August 23, 2018 .. ... Page 1 ... . . .... . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale 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 11116115, 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-i385A,•dated 07/18/Q3 W 07/31/03 respectively, all signed and sealed by Joseph C. Chan,F.t'; ; ; ;�; • (Submitted under NOA N;. U-1295.01j ..' 000 ' •' • •' • • • Manuel Per z, V.E. �' Product ControlVaaner . ... . .. . .• . NOA No. 1.05 . . ... . ... . Expiration Date: February 19, 2024 Approval Date: August 23, 2018 . ...E . . . . . . . . . . . .. .. . . . .. .. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verificat' culations anostructural alysis, complying with FBC 5th Edition (2014) d FBC 6th Editid 09/15/17, prepared by manufacturer, ' ned and sealed bn Miller, P.E. 2. Glazing complib�with ASTM E13 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/ 18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set 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. •• ••• • • •• • • • • • • • • ••• •• • " "' • • •4444 Manuel P ere .E. •' . . . . .. . . . . . Product Control E a ner • • . . . ... . ... . NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 • • • . . . . . .. .. ... . . . . . •. • . . . . ... . .. . . . .. . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6t1 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation 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. .. ... . . . . . • • • ....... . ......... . • . • .. ... .. .... .. ••• . ••• . • Manuel ere . • • • Product Control Ex er .. .. ... . .. • • • • • • NOA No. 18-0430.05 Expiration Date: February 19, 2024 • •. . oil Approval Date: August 23, 2018 . ..... . .. . . ...... . .... .... . . .... . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 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 (R.ER) 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 6th 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 lVo. •#7 ;d�l l,�Aued to PGT Industries, Inc. for their Series "PW-701/720/820" , Mumirium'FixBd ivlihdtlw — L.M.I., approved on 10/1 and expiring on 02/19/19. "' "' Manuel Perez • ' • • •' : : roduct Control Exa i • • • NOA No. 18-0430.05 . . ... . ... . Expiration Date: February 19, 2024 ... . , • � • Approval Date: August 23,1018 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5-' IS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 49" TIP -TO -TIP WIDTH R 2) SHUTTERS AR�R' T EQUIR WIND-BORNE 48" BUCK WIDTH - DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4" VISIBLE IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. LIGHT WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY g SHEETS 1 MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. _ 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEETS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTU WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILI THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" O.C. 5) ANCHOR EMBEDMENT TO BAS*-161RTERIAL SHALL BE BEYON DRESSIWG OR STIpCO. USE•Aj1Q4bR!?OF SUFFICIENT EMBEDMEN . NARROW "Ng-,grs T !S UIETO ON ALL FOUR CORNM OF THE - FRAME *NSTALLA61ON ANCHORS SHOULD BE SEAI,F!!. OVE�LL SEALING/FLASHING STRATE:Kr"WV*TER RESISTANCE O INSTALL•AtlalfS'N%tLL BE DONN BY OTHERS AND 113 BEYONVHE SCOPE OF-IESE INSTRUCTIONS. • • • I - 6) MAX.iN".SWIWISARE RECVIRE EACH ANCHOR LOCATION WHERE THE PRODUCT IS N - F+USH =O THE SLUISA tTE.tSE SHI CAPABLE" M*kNSFERRIN` ♦WLlr•D LOADS. CD, F , BY OTHERS, U_#f BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" MAX IMPOSED I'F" BY THE W INI9OW.: • 0000 • 7) DES16W WW&4RES: • • • 0000 A. NEG•.TIVE DESIGN LOADS BVED ON STRUCTj1�P�J YC�E TEST PRESSURE, FRAME ANALYSIS AND GLASS PER A P B. POS♦•fR/L "f%N LOADSIMSEOON WATER gsT"VJURE, STRUCT�V CYCLE TES-PPRESSUHE, FRAME ANALYSIS AND GLASS PER ASTW1 1300. • • • • C. DES1C�lAWFb ARE BASED, D,f4LOWABLE;RLtS DE61GN, ASO. 8) THE ANCHORAGE METHOD6,S"! HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 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 S100-12 02C 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 6-1/2" MAX 96" BUCK HEIGHT 93-114" VISIBLE LIGHT / HEIGHT I C - S1HEET 7 12" MAX. O.C. 97" I TIP -TO - TIP HEIGHT 1 - B+{ 12" MAX. O.C. 6" J TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG ....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN 8...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ................ 10 PARTS LIST ........... - ...................... 10 TABLE 1: FIGURE 1: 12" O.C. MAX. 12"O. MAX.. / / 6" MAX. 48" BUCK WIDTH - 45-114" VISIBLE LIGHTWIDTH D, SHEET 7 - I ryce Description Sheet ' 1 7116" mi (3116" An - .090" PVB - 3119" HS 2 Lami -. - - HS 3 1-1/16"Lami. IG 3/16"T-7116'Air -3116"An-.090"PVB -3116"HS 2 4 1-1/16"Lami. IG(3/16"T-7/16"Air-3116"HS-.090"PVB-3/16"HS) 3 5 7/16"Lami(3/16"An-.090"SG.3/16"An) 4 6 7/16" Lami (3/16" HS -.090" SG • 3/16" HS) 5 7 1-1/16"Lami.IG(3/16"T-7/16"Air -3/16"An-.090"SG-3116"An 4 8 1-1/16"Lami.IG(3/16"T-7/16'Air-3/16"HS-.090"SG-3/16"HS) 5 f- DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 41-1 '4" VISIBLE LIGHT WIDT 6" MAX. �177F, SHEETS H. SHEET 9H �� I-►- 2" MAX. E, SHEETS C G,SHEET9 96" BUCK L HEIGHT 93-1/4" VISIBLE LIGHT HEIGHT 5 MAX j O.C. JT 1 j F~ 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION "SG" _ "KURARAY SENTRYGLAS• INTERLAYER" BY KURARAY AMERICA. INC. "PVB" _ "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC. E, G 93-114" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT yF H 5" MAX. O.C. TYP. FIN FRAME FI FVATinN SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. 1- WIDTH —I }r-- rl I �I I If WIDTH-{ _ C7 _ I-� WIDTH �I C'1 lu I - WIDTH --j F— WIDTH WIDTH --{ I T, 1 r (Di =1 � IL J I— WIDTH -j T - x w _ 1 F- WIDTH -{ r_I 1 C7 w1 1. I— WIDTH --I -{-0__ MOTH +{ All I-- WIDTH --{ .0DUCT RE'JISED a+mplyiag a;,h the Florida iil p Code l6i0430. rep!axc f+o �-�-.�r- piroaor. Da.e Y4 12-1" 1- of JR - 03/16/18 - UPDATED VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. M Y v O '1°0 O U) x W z W 0 7 0 Z O J F- to Z O 0 z 0 LU X LL z O Q W W 1n W F- O z J a LU W z W 0 0 0 N r- 0 oN 7MC IL O aav z I! cli 0 I - a `. ... VIGENgF'• * : No. 58705 VIEFF � <C7 /S70NAL"JiIIII0N A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+l-, psf) for Glass Type 1 Long Stde, Tip b Tip in 73 1 77 81 85 89 93 97 101 105 110-1/2 +/-80 S +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-50 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-79.8 +1-79.4 37 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-79.7 +1-77.2 +/-75.1 +/43A +1-72.2 39 +/-80 +/-80 +/-80 +/-80 +1-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +1-68.5 +/-66.3 41 +/-80 +1-80 +/-80 +1-79.B +1-77.2 +1-74.3 +/-71.3 +1-67.9 +/-65.1 +/-63.4 +/-61.6 - 43 +/_gp +/-80 +/-80 +1-77.4 +/_74.3 +/-71.3 +1-68.2 */-64.7 +/-61.6 +/-59.8 +/-58.2 45 +/-ao +1-80 +1-78.9 +1-75.4 +/-72.1 +/-68.9 +1-65.6 +1-62.2 +/-59.7 +/-57.5 2 47 +/-80 +1-80 +/-77.2 +/-73.6 +/-70.1 +/-65.6 +/-63.5 +/-60.3 +/-57.7 F 49 +/-80 +1-79.3 +1-75.6 171.9 +/-68.3 +/-64.9 +1-61.5 m 51 +/-80 +1-77.5 +1-74.1 +/-70.3 +1-66.7 +1-63.1 +/-59.7 c 53 +/-79.1 +/-75.6 +1-72.4 +1-68.8 +1-65.1 +1-61.5 N 55 +/-77.4 +/-73.B +/-70.5 +/-67.3 +/-63.5 57 +/-75.8 +/-72 +/-68.6 +/-65.3 w 59 +1-74.2 +/-70.3 +/-66.8 61 +/-72.7 +/-68.7 +/$5 63 +/-71.2 +1-67.1 65 +1-69.7 +/-65.5 67 +1-68.3 68-718 +/-67 • 1) TIP- I I IMCNJIUNJ JI'tO�wrv. rVK Iry I clarVl rnv+•u guru �«a vvilwvvv�, auo, rvv., nv,., ,,,� .. .....,�......... ,.- THE T L� 6 ERMINE THE WINDOW SIZE. • • • 2) FOR SIZES NOY-SHOWN, q P*rO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR4ASQ bQjTURAL WIINNWA, 1D THE SMALLEST V%INDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • • • • • •••••• • •••••• • •• •• •• • •• • • WndoliMetign Pressure (+l-, psf) for Glass Type 3 • LongSide, Ti 41 T in • 6S7/6 x 1• 77 85 89 93 97 101 105 1 110-1/2 3 -80 +/-so +1-80 +/-80 +1-80 +/-80 +/$0 +1-80 +1-80 +/-80 +1-80 33 +1-80 +1- +/-80 l� • • +/-6D +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 •36 • • •'-80 0 jL +/-80 - +l-80 +1-80 +/-80 +/-80 +/-80 +l-80 +l_80 A +/-80 0/-86 +1-80 +I.So +1-80 +l-80 +1-80 +/-80 +/-80 +/-80 +/-80 3 +/-80 �/-80 +1-80 • +/-84i • +1-80 +/-80 +/-80 +1-80 +/-79.4 +/-76.4 +1-74.3 .� -80 +/- +1-80 • +11150 0 +1.80 +/-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 -` 43 +1-80 - +/$0 /-So 0+f-80 +/-80 +/-77 +/-73.1 +/$9.6 +/-66.9 +/-65.2 �- F 45 +1-80 0 +/-80 +/-80 1 +/-W +1-77.8 1 +1.74.1 +1-70.3 1 +1-67.5 +/-63.9 o 47 +1_80 +/_gp 1 +1$0 +/-80 +1-79.2 +/-75.4 +1.71.7 +1-68.1 +1$5.1 49 +/-80 +/-80 +1-80 +/-80 +1-77.2 +1.73.3 +1-69.5 +/-65.8 F ro 51 +1-80 +1-80 +/-BO +1-79.4 +/-75.3 r/-71.3 +/-87.5 p y 53 +1-80 +1-80 +i-80 +1-77.7 +/-73.5 +1-69.5 55 +/-BO +1-80 +/-79.8 +/-76 +f-71.8 57 +l_80 +l•80 +/-77.5 +1-73.8 y 59 +1-80 +/-79 4 +/-75.4 61 +1-80 +/-77.6 +1-73.5 63 1 +/-80 +1-75.8 65 +/-78.8 +1-74 67 *I-77.2 88-7/8 +l-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. run IN I tUlH I -IN ANU ewrL - vY N--, ouol nr.�, I rnvm �� r-� .+„•�.��,. ,,. 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. 3116" TEMPERED GLASS - 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 Ili 6" LAMINATED GLASS STACK 090"PVB INTERLAYER 3/16" HEAT STRENGTHEN D GLASS 3116" ANNEALED GLASS 4 11 5/i8" LONG SIDE GLASS BITE t_3 EXTERIOR SHORT SIDE (� 20 �Y 13 i \ GLASS TYPE 1 �-� LONG SIDE �{ SHORT `j SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. L7/16" LAMINATED GLASS STACK // GASS STACK 9� 3/16" HEAT STRENGTHENED GLASS - 3116" ANNEALED GLASS .090"PVB SHORT I- �INTERLAYER SIDE r� GLASS BITE T LONG I` SIDE 1 SHORT SIDE PRODUCT RE V I5.7 complying with the Fio id. ,wilding Coco YIAV Niia.-.ii ade PttrJoc! G�xtrol FT NO CHANGES THIS SHEET. 0 c2 Y 0z v O n l7 (V� i N D" N n Cn0 c1 �w J u ¢ W r` O J O a n Z 12 =LUG oo a� W 2 UU_o LU OD F F Z U < 0 ON 'JM0 W � > a a Z O o Z rn o U O N LL LU -1 O QN f- W laa4s u Z Z O U � to w o a ` \\ONY LYN/V,, ��'��-'• L\CENS, -• �� * No.5870553F �•� YOK:� (12 ' .FC ORIDI'G\�� tS /S110NAL 0 tttilllll\\ A LYNN MILLER, P.E. P.E.0 58705 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Lorig Side, Tip to Ti in 68-7/8 73 77 81 85 89 93 97 101 105 110-112 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/.80 +f-80 +/-g0 +/-80 +/-80 +1-BO +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 ' +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 L 1-80 +/-80 +/-80 +/-80 +f-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +f-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +f-80 +/-80 +1-80 +/-80 +1-80 41 +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 c 43 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 45 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 2 47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 49 +/-80 +/-80 +/-80 1 +/-80 +/_80 +1-80 +/-80 +/-80 m 51 +1-80 +/-80 +/-80 1 +1-80 +/-80 +/-80 +/-80 N 53 +/-80 +/-80 +/-80 +1-80 +/-80 +/-79.1 +/-80 +/-80 +/-80 +/-so +1-78.6 .255 57 +/-80 +/-80 +1-80 +/.79.1 ;n 59 +/-80 +1-80 +1-80 61 +/-80 +/-80 +1.79.3 63 +/-80 +/.80 65 +/-8 67 • +/- • • aigq� +/-80 i) IIY-IU-lIY UIMtN 'I NJ JtilNvrv. rVK INTCI+fWL�lrv/1rvU CVUNL IcIa WIrvUVvvJ, JUD�rtI\l.i i rrt�m Inc i�r-iv-sir u�rvicrvJivry �ry Inc ino�c v �ccnmirvc Inc vrirvwry �cc. •T)rFQQ W74PS N:NO UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)1FOR ARCHITECTURAL WINDOWS, FINE:THF•SMAI;EST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. •• • •••••• •••••• • •• •• •• • • • • • ••••• ••• • •••••• • • 7196"LAMINATED L� GLASS STACK • • T •••••• •• •• • • • • • .090" PVB INTERLAYER • • • • • 3116" HEAT • • • • 030ty HEAT STR6"NED GLASS STRENGTHENED GLASS iN • , 11 5/8" GLASS BITE EXTERIOR a f]I ACC TVDP 9 1-1116"NOM. GLASS STACK 7116"LAMINATED GLASS STACK 3l16" TEMPERED GLASS 3r16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER 11 5 n `I 51B" GLASS BITE EXTERIOR a GLASS TYPE 4 TABLE DIMENSIONS MAY BE I ORIENTED VERTICALLY OR HORIZONTALLY, SHOWN. LONG SIDE �-� LONG SIDE �/ I SHORT »' 1illl SIDE y SHORT I' SIDE t— �— LONG SIDE SHORT {� SIDE y t j LONG SIDE SHORT SIDE PFrJDUCC REVISED a; coirplyirn3 with the fk.,da itutidir.g Code Exlmarian L'v1e ��. Y NO CHANGES THIS SHEET. W = c) Y ad v O > n o 04 O o a+no p v � w rn r. -1 M ¢ W t` O LL u mn�0 Z t0 s = o0 J W UUo ®! 0 W Z 00 i Q oN 0mc 2 C> ; K (� _� O V a Z N Z O U W J W Q IL O l) Q m U) W 0.45 ® N Z 0= U Z Q O Z Ix a1°]s o a Z O w U U W X c) W 5n > W o a a�l!1 ']Sd0 s gas `�11IIIIIIrlr/ ``'��.'•LIGENSF LYNA14f . No. 58705 ' 10 d' OF (v '4ORIOP.•'•G,\?� '.S1O/NAL I�N `• A LYNPI �ILLER, P,E P.E.# 58705 TABLE 5: i Window Design Pressure (+/-, psf) for Glass Type 5 Long Side, Tip b Tp in �68-718 73 77 78-3/4 81 85 89 93 ' 97 101 105 109 110-112 37 +901-130 +W.127.5 +9W.123.5 +90/-121.7 +901-119.8 +901.116.5' +901-113.5 +90/-111 +90/-108.5 +9W-106.3 +90/-104.5 +901-104.5 i +90/-104.5 39 +9W-126.1 +9W-120 +90/-114.5 +901-112.9 +90/-111 +901.107.5 . +90'-104.5 +90/-101.7 +901-99.5 +90/.97.7 +90/-96.1 +901-94.6 +901-94.1 41 +9W-120.1 +90'-113.5 +90/-107.3 +9W-105.2 +90/-103 +901-100.5' +90l-97.8 +90/-94.9 +901.92 +-89.8 +/-88 +/-86.5 +/-86 43 +90/-1144 +9W-107.5 +9W-102.5 +901-100.7 +901-98.6 +90/-95.2 +90/-922 +/-89.1 +1-85.8 +/-83 +/.61.4 +i-80.4 +/-80.1 45 .9W-108.7 +9W-702.5 +9W-98.8 +9W-97.1 *9W-94.9 +90/-91 +-87.3 +/_84.1 «/-81.7 ./_79.7 +/-77.8 1 +1-76.1 +-75.6 47 a901-104A +9W-99.8 +901-95.7 +9W.93.9 +9W-51.6 +/-87.5 +/_83.6 1 a/.81 +1-78.9 +-76,7 +/-74.7 */-7Z7 +/-72 - 49 +9W-101.1 +90/-97 +9W-92.8 +9W-90.9 +/-88S +/-84.3 +/-81.2 +/-78.5 +l-78.1 +l.73.9 t-71.7 +-69.8 +-68.9 in 51 +HW-98.1 «9W-94.1 +9W-90.1 +148.2 +/-85.7 +/-82 +/-79.1 1 +-76.3 +1-73.8 +f-71.2 +-88.9 +-56.8 +1-65.9 3 53 +90145.3 +M.91.1 +1-87.4 +/-85.6 +/_83.3 a/-80 +1-77 1 +-74.1 +/-71.3 +1-68.7 +/-66.3 +/-64 +/-63.2 F 55 +901-92.5 +1-88.2 +-84.3 +/-82.9 +/.81A 1 +/-78.1 +/-74.9 1 +/-71.9 +1-69.1 +f£6./ 1 +/.63.9 1 +/-61.8 +/-61.2 57 +-89.8 +/-85.3 +1_81.8 +/-80s +/-79 +/-76.2 +/-73 1 +1-69.9 +1-66s N-64.1 +/-61.9 +-60A y 59 +/-87.1 +/-82.8 +/-79.7 +-78A a/-76.8 +1-74 +/.71.1 +/.67.9 +1-64e «/-62.2 +/-60.3 61 +1-84.6 +/-80.8 +/-77.6 +/-76.2 +/-746 +-71.7 +/-89 +/-65s +/-62.8 +/-60.8 63 +/-82.5 +/-78.9 +/-74.6 +/-73.2 +/-71.4 +/_68.4 +/-65.5 +/-62.9 +/-60.9 65 +/-80 7 +!-77 +/-73.6 +-72.2 +/-70.4 +-67.3 +-64 4 57 +-79 +/-75.3 +1.71.7 +/-70.2 +-68.4 +/-65.2 +/-62.4 1 68-7/8 +/-77.3 +l-736 +1-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1 73 +1-73.6 +1-70.2 +-M 5 a/-64.8 +/-62.9 +-60.5 77 +1-70 +/.66.5 78-3/4 +1.68.5 +/-64.6 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINUUWS, SU6I RAC 1 1" rKUM I HE I IP-IU-I IP UiMtNWUN 1N 1 no TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNS 40P TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOVRCHITE�TURAL WIT �Vft, F9ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS �Ejf�Y COMPWITHIN. •••••• • • • • • TARI Fri••••• • •• •• • • • • • • • • • •Wied" Qesign Pressure («/-, psf) for Glass Type 7 i 86.. Long Side in I 78-3/4 1 85 89 93 97 101 105 109 110-112 68-7/8 73W-901-118-9 3! +9W-13• +9W-130 +M-130 0 +9W-130R9DI30 +901-130 +9W-130 1 +90/-130 +90/-130 +901-130 +9W-130 >t •AIM, •9W-130 +9W-130 *9 -1 0 +9W-13030 «9W-t 30 +9W-130 I +9W-130 +9W-130 +9W-130 +9W-130 +9W-10 +9W-130+9W-13 +9W-13030 +9W-170 +9W-130 +9W-130 «9W-130 +9W-130 r9W-130 37 +9W-130 +9W-130 +9W-130 W-130 +901-130 8.3 +901-125.4 +901-1226 1 +901-120.1 +901-118.1 +9W-118.1 +9W-118.1 +9W-130 +9W-127 +9W-12t.58.1 +9W-114.9 a9W-112.51+9W-1/04 +9W-708.8 +9W-106.9 +90/-108.3 61 «9p/_130 +BW-12Md *9W-116.9 +gW116.4 *9W-113.60.5 a9W-107.2 +9W-103.9 +9W-101.3 +9W-99.4 +9W-97.7 +9W-97.1 43 eW-129.3 +901-12tl5 +9W11 1 .4 +901.107.54.2+901-122.9 +9W-115.8 +9W-10W -107 +9W-102.8.7 +9W-95 +901-92.3 +9W-90.1 +/-879 +BW-859 +801-854 «9W.112. 108.1 +9W-106.1 +90/.103 +9W-98.8A +901-91.5 -1-89.1 +/418.7 1 +801-84.4 +8W-82.1 +8W-81.3 49 +9W-114.2 +9W-10 +90/-10A +901-102.7 +901-100 +90/-95.3 -A +/-88.7 +-85 +8W83.5 1 +BW-81 +/-76.7 +/-77.8 B 51 a9W-110.9 +9W-106. 1.8 +9W-99.6 +9W-96.9 +9W-92.7 +-89.3 +/-86.2 +801-83.2 +801-80.5 +1-7T9 «/-754 +-74.5 6, 53 +9W-107.7 +9W-10Z9 +9W-98.7 +90d-96.7 +90/-94.1 +9W-90.4 +-87 +8W-83.7 +801-80.8 +/-77.7 +-74.9 +/-72.3 +-71A 55 +9W-104.5 +90/-99.6 +9W-95.3 +901-93.7 +901-91.9 +-88.3 +80144.6 +8W-81.3 +-78.1 +l-75.1 1 +/-72.2 +-69.8 +-69.1 57 +BW-101.5 +901-96.4 +9W-925 +9W-91 +I-89.3 +8W-86.1 +801-82.4 +/-78.9 +/-75.6 +f-72.5 1 +1-69.9 +/fi7.9 59 +9W-9B.5 +901-93.5 +/-90 +/-88.5 +8W-B6.8 +B0/-83.6 +80/-80.3 +1-76.7 +/.73.3 +/-70.3 +/-68.2 61 +9W-95.6 +9W-91.3 +/-87.7 +BW-86.2 +8WB4.3 +801-81 +1-77.9 +1-74.5 +-71 +-68.7 I 63 +9W-92.2 +/-88.1 +SW-84.3 a8W-82.7 +00/-80.7 +1-TT3 +-74 +/-71 +/-88.8 65 +901-91.2 +1-87 +W-83.2 +8W-el.6 a/-79.8 +/-78.1 +•72.8 +/-70 67 +/-89.3 +801-85 +8W-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 68.7/8 +487.3 +8W-83.2 +/-79.1 +/-77.4 +1-75.2 +1-71.6 +/-69 1 73 +8W-83.2 +1-79.4 +/-75.1 +/-73.2 +/.71 «/-68.4 I 77 +l-79.1 +-75.1 +1-71A +1-89.9 78-3/4 +/-77.4 +/-73.2 +/-69.9 +/-68.8 1) I IP-I U-1IY UIMLNNUNJ JnUVVN. rum 1N I culvly rim mmv vunv TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK .090"SG INTERLAYER 311 5"ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 518" GLASS BITE f-+- LONG SIDE 1-2 EXTERIOR SHORT 20 13 SIDE GLASS TYPE 5 1- [:��j T �-- LONG SIDE -� F SHORT SIDE / t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK 7 GLASS 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT SIDE " 17 5 5/8" GLASS BITE LONG ' 2 SIDE EXTERIOR 5-78 21 13 GLASS TYPE 7 SHORT (- SIDE PRODUCT fi6V1S10 as cern1313�8 wtig 1Lu Mori. B0°aiug Code ! 643i A-ptmlce No Es:vir3tion Date _ JR - 03/16/18 - UPDATED .. VALUES AND SIZES. W = Y U) N N nay � n } o� 7 .400 Q O o � O v z y U) W M �w n Q J O N LL r Z T9 u Z � ^ = cU U U_ o ®s W 0 co Z` C0 Mo W .-. Or > Z M O O Z 0 Q U F g J Q W m � W O R OUi ® m U) Z W D= 1aa4$ a 0 fn O W Z Q W Z W i5 aro75 p Z o ¢ U O W g Cr", X W Li O 0 an!1 sap sauac 111111I III I///' \ \,%c NS, i, * ; TWIF No..58770055 •(V�� 7 QNAL LNG A LYNhII�IILL.ER, P.E. P.E.# 58705 Window Design Pressure (+/_, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (in) 68-V8 73 1 77 78-3/4 81 85 1 89 93 97 1 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/_130 1 +90/-130 +90/-130 +90/-130 1 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 33 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 1 +90/-130 +90/-130 +90/_130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90l-130 +901-130 +90/-130 35 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90l-130 +901-130 +901-130 +80/-110 +80/-110 37 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +gp1-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +801-110 39 +90l-130 +9D1-130 +90/-130 +901-130 +90(-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90l-130 +901-130 +90/-130 +90/-130 +90/-130 +801.110 +80/-110 +801-110 +80/-110 41 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +gpl-730 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 43 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +80/-110 +80(-110 +801-110 +80l-110 +80/-110 +801-110 +80/-110 45 +90/-130 1 +90/-130 +90/-130 1 +90/-130 +901-130 1 +90/-130 +90/_730 1 +90/-130 +90/-130 +90/-130 1 +90/-130 +80/-110 +80/_110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 F 47 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +801-110 +80/_110 +801-110 +80/-110 +80/-110 +80/_110 +80/-110 +80/-110 0 49 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +&0/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 51 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 53 +90/_130 +90l-130 +901-130 +90/-130 +901-130 +M-130 +88.8l-128.1 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/_110 0 55 +90/_130 +901-130 +90/-130 +901-130 +901-130 +88,81-128,1 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 in 57 +901-130 +901-130 +901-130 +90/-130 +89.41-129 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 0 59 +901-130 +901-130 +90/-130 +89.5/-129A +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 i`n 61 +901-130 +901-130 89.6/-129. +80/-110 +801-110 +801-110 +801-110 +BO/_110 +80/-110 +80/-110 -130 +90/-130 +80/+80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 -130 +90/-130 1.110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 -130 + +801-110 +80/-110 +80/-110 +60/-110 +80/-110-130 k +801-110 +801-110 +80/-110+gry-110 +80/110-110 +� 110 +80/-110 + - 0 +80/-110 +BOf-710 -110 +801-110 +801-110 &-11-110 +80/-110 P +80/-110 •+BO!-11• 1)4jlj'-jftyP•DIMENSIO SH . f UR IN tGHAL 1IN ANU 1-UAL LIG WINUUWS, JUtl1-1;1 1"1HUM IHE 1.1-1--I IP UIMtNSIUN IN 1Ht .-11 lU U1I IHMINt IHt WINDOW SIZE. 2) FOR SIZES NOT SHO , ROU UP T I E tjEXT &AILABLE SHORT OR LONG DIMENSION. l� 3) FOF•ARCHITECTURAL WJNDOWS, FIND TWIj T WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • •••••• • •• •• •• ••••• ••• • •••••• • • I TABLE DIMENSIONS MAY BE • • • • • • • • • ORIENTED VERTICALLY OR • • • • • • • • • HORIZONTALLY AS SHOWN. LONG •:•••• �••NLA!W STACK •• SIDE • • • • �— LONG SIDE • • • .09D" SG INTERLAYER 1" 000000 36" HEAT SlINW"INED GLASS • STRENGTHENED HEAT SNORT 11II STRENGTHENED GLASS 4 SIDE — 11 y _ I SHORT (� 1 'mil SIDE 5/8 I L SS GLASS BITE EXTERIOR a GLASS TYPE 6 t-7116" NOM. GLASS STACK 7/16" LAMINATED � GLASS STACK 3l16" TEMPERED GLASS 3f18" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16"AIR SPACE .090" SG INTERLAYER 11 5 n LIUU 5/8" GLASS BITE EXTERIOR a GLASS TYPE 8 LONG SIDE —� T SHORT SIDE t I LONG SIDE SHORT SIDE PRODUCT REVISED - complyi s wish the Florida BWldi.g Code A—p=ce No 16- 045c JR - 03/16/18 - UPDATED VALUES AND SIZES. LU z M Q w 04 U) 7 > Q No o O Lo ? o aloe p Qo 6N iw Q N y M W Z r 0 J O a H Z LL ^ i J Xa u roi0 = W oa W UU6 a2, Q F- Z OD j i Q c� U` oN DM0 W .-. O Z m O O U W LL O � J Q Q � 1aav5 ® !n z W X 1n V) I- 0) Z O¢ Q Z � a) S Qo w O a Z O Q X U_ W e� LL Q $ a ONLYNAt L CENgF F 4t * No.58705 ' %0 W'T.' (V\� '•. FCORIDP.-'- N SS�O ��G %., 1 NAL 171��\` A LYNN MILLER, P.E. P E # 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING. SEE NOTE 2. THIS SHEET DISTANCE _ INSTALLATION �- TYPE A WINDOW • • • • gr rO • E R • • • r•'GHT • • ill•7CiTp• • • VMNDOW HERSHT VISIBLE • LIGHT •• 4••• HEIG= •� • • ••• WIN Y11• • • • BUCK 04 000 HEIGHA• e 41 2-304" • •••••• •••• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, TYPE C TYPE B SEE TABLE 8, THIS SHEET EMBEDMENT 1X WOOD BUCKSTRIP, 114" MAX SEE NOTE 2, THIS SHEET EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND T EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE 8, THIS SHEET DISTANCE 6 /��114" MAX I �1 { 1 I SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. EMBEDMENT •a EDGE DISTANCE li 11 \\ "• ' EXTERIOR \ ' CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH CONCRETEICMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT 4TION HORIZONTAL SECTION A -A )DID 1/4' MAX. SHIM EXTERIOR STEEL SELF -DRILLING SMS (G5). SEE TABLE THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8.THIS SHEET C Anchor Substrate in. Edge Distance Min. Embedment �0'n ' 410 SS Screw �®r Southern Pine SG=0.55 9/16" 1-318" 12" undnum 6063-T5 min. 318" ee 0.063"' 12" Steel Stud Gr. 3 min. #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 17• Aluminum 6063-T5 min. 3/8" 0.063"' 12" A36 Steel 318" Doer' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga 17' 114" 410 SS CretsFlex Ungrouted CMU, ASTM C-90 2-1/2" 1-1/4" 12" . „ 12" 1/4" Steel llltraconConcrete Concrete min. ksi 1" 1-3/4" min. 2.85 ksi)- - Unorouted CMU. (ASTM C-90 2-11r' 1-1/4" 12" 5716" Steel UltraCon COnCrete min. 3.5 ksi 1-114" 1.3l4" 17' Qouted CMU ASTM C-90 2-1/7' 1-3/a" 1r' -MIN. Ur INKt IJ.ZI UtYVNU I"t MtIML JUCJ1K/1I t. 1/4" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. IX D BUCKSTRIP, INSTALLATION NOTES: SEE N TE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND • EDGE DISTANCE LIMITS. CO CRETE PER EMBEDMEN , ° AN HOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"'IX", ARE BUCKS WHOSE TOTAL y ° ' R UIREMENT THICKNESS IS LESS THAN 1.112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 1 BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ' ° "2X" ARE 1-112^ THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION EDGE ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. TANCE ND EDGE DISTANCE PER TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. I Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Ek:o UtraCon® 155 ksi 177 ksi 410 SS Ek;o CreteFle)M 127A ksi 189.7 ksi 6D63-T5 Aluminum 16 ksi 22 ksi Steel A33 36 ksi L. 58 ksi Ste36 Gr. el Stud ksi 45 si REVISED a with the Florida I I NO CHANGES THIS SHEET. W i Cl)R 0 > w N "°; v O aro0 O o O v IN W � r� w J c� tY r °' LL Z ,cg z top = = Ld o e J W U U o O� U W — W ~ Z Q ON 9MG CD W (7 (7 CD O > i Z Z O g o J Z O (O ® rn In Z a=v. J H O H- Z U Z U Z ' c. 'O LL O W w O O X z J 5r > LL IL a LYtq VC NSF'-.. No. 58705 * = ,�OQ VST 4g� .FC ORIO?•. •' � C'N S : A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP I... EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE E EXTERIOR a WINDOW • • • • BUCK • •y�• • • • • • • •EIGHT • • VISIStE • 4IGHT • • • • • • HEIGFj^* y� DD • ••••• � W• • • BUCK • • • • • HEISIOT- • 42.3/4"• • • • • •• • • • •••••• •• •• • • • • •••••• •••• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET EMBEDMENT 1 EDGE _1 DISTANCE �� L 1 /4" MAX 2) SHIM 11 USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-718" O.C. MAX. INSTALLATION TYPE G •--�h— EMBEDMENT �. 1/4" MAX SHIM . 6 CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION • • • •1/4" •MAX. •SHIM •• W9,THISSHEET • 9 • • • EXTERIOREL SELF -DRILLING • • a (G5), SEE TABLE • • • MIAMI-DADE APPROVED MULLION (SEE • • • SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE • • PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET < •. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, / EDGE SEE TABLE 9, THIS SHEET It DISTANCE 2 r EXTERIOR \ I VISIBLE LIGHT WIDTH= III�� WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Msfar� Mn. Embedment Max 0.rC. #12 or #14 410 SS Screw Southern Pine SCr0.55 9/16, 1-3/8" 12" Alurinum 6063-T5 min. 3/8" 0.1m.. " 12" A36 Steel 3/8" 0.063" ° 17, Steel Stud Gr. 33 min. 3/8" 0.046" 18 Ga ' 12" #12 or #14 Steel Screw (G5) Southern Pine SG-- .55 9116" 1-3/8" 17' Alur inu 6063-T5 min. 318" 0.063" " 12" A36 Steel 3/8" 0.063" • 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 12" 114" 410 SS CreteFlex routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete min. 3.35 ksi) Ti 1-314" 17, 1/4" Steel Ultracon Concrete frnin. 2.85 ksi 1" 1-34' 17' Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Urigrouted CMU, (ASTM C-90 2-1/7' 1-1/4" 17 5/16" Steel U"con Concrete min. 3.5 ksi 1-1/4" 1-3/4" 17' Grouted CMU, (ASTM C-90 2-1/7' 1 1-3/4" 17' " MIN. OF 3 THREADS BEYOND THE MET AL SUBS I RA I t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. �1/4" MAX SHIM 1j INSTALLATION NOTES: I WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. SEE NOTE 2, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "lX", ARE BUCKS WHOSE TOTAL CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ° - ° REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. INSTALLATION EDGE TYP F TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE E DISTANCE 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 FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlea® 127.4 ksi 189.7 ksi 6063-T5 Alum num 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED y °omplyiug with the Flmikl. Building Cede ,ate 31 ArrknneE NO �—_ C NO CHANGES THIS SHEET, W V w CN > djOO O i7 N i _y X C) N �JO i� Z g r Z D- to u °JC = 00 UUo o� W O °N OMO H Z c=7 < (D W O > i Z O o Z rn o O Z OQ WO J t� U) J laa4S ® m Z Q u F-- O ? Z Qal°SS Z O J 0: U 0 Q LU LL LU > EL * ; No.58705 j �:. �\ ' Q � ST TE F CV\ S 0NAL. IEN\" A LYNN MILLER, P.E. P.E.# 58705 FIN FRAMES ARE ONLY TO BE USED TYP ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4 (PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT -�— OR FRAMING, SEE TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET EDGE GLASS TYPES 5-8, (SG INTERLAVER). SEE TABLE 10, THIS SHEET - - DISTANCE 1/4" MAX EDGE DISTANCE --�{ — ------��'--IIII SHIM HIM INSTALLATION DISTANCE ' I I' j2X WOOD BUCKSTRIP i ! ! I 2X WOOD BUCKSTRIP TYPE I I III I;�1 I I OR FRAMING, SEE OR FRAMING, SEE I1 !' ! NOTE 2, THIS SHEET 1 �J PRODUCT REVISED NOTE 2, THIS SHEET I \ / I I as c_plyiag with 11W Ftarida 1 I TYP. ANCHOR TYPE, EMBEDMENT AND 1 'I ! ✓ 1 Building Code `I �� EDGE DISTANCE PER SUBSTRATE, I ! Ncupzuce i SHIM I 1i (/ I !. _ /—(b l SEE TABLE 10, THIS SHEET i ` "'P.�atlon Oats E.. �� EXTERIOR a WINDOW BUCK 9EIrittl • • • tle,FloR� = • �YT 2-3/4" • • EMBEDMENT USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O-C. MAX. INSTALLATION • • •KI TYPE L • E)TERIOR 1/4" • • MAX. SHIM • STEEL SELF -DRILLING • • • SMS (G5). SEE TABLE • • 10, THIS SHEET • MIAMI-DADE APPROVED MULLION (SEE • • • • • EEPERATE NOA), ALUMINUM, STEEL FRAMING • • • • • • • OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET t • 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET 1114" MAX SHIM INSTALLATION TYPE Eq W�N t EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F �7 g ) � EMBEDMENT j D i \II ! � 11 EXTERIOR I 4 11 I VISIBLE LIGHT WIDTH = � 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max. O.C. S acin 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5116" 5" 2-1/2" x .131" Common Nail Southern Pine SG--0.55 318" 5" 2-1/2" x .145" Roofing Nail Southern Pine SG--0.55 3/8" 5" #10 x 1" Steel Screw (G5)' Southern Pine SG--0.55 1/2" 5" 0.093" Aluminum 6063-T5 nrn. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 1 5/16" 1 5" MIN. V t J 111KCMUJ 6C 1 V NU 1 !1C MC I NL JU6J 1 Rh 1 C. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. F, Mn. F. Slad Screw 92 ksl 120 ksl 6063-T5Akiminum 16 ksi 22 ksi A36 Steel 36 ksl 68 ksl Gr. 33 Steel Shed 33 ksl 45 ksl NO CHANGES THIS SHEET. u m Y O > Qf w O O o ° IX C'4 o g w rn m Z ,(g n Or Z LL C) J o = w w uM U U C o� O F Z 00 < 7.v .-. c� C0 pMp o w > i Z o O U F- LL g O J OD Q laau5 ® rn Z Z O p Z F N z g a,o s Q LL O H O w Z n O > Z LL IL LL an!1 ' sap s vag LYN YIIJ4�/� ,. N.. NM ��O' ��\GENSF •' /�� No.58,705 * = FTOF �'///llllll+t`7 A. LYNN MILLER, P.E. RE.M 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE - NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW • • BUCK • • • VISIBLE • • LIGHT • �V�W • • 2-Gill r . 31a" .. 0 ••• •� ••• 00 n, • 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 INSTALLATION SEE TABLE 11, THIS SHEET GLASS TYPES 5-8. (SG INTERLAYER). TYPE N EMBEDMENT 1A" MAX SHIM EMBEDMENT I i 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET PI OR FRAMING, SEE NOTE 2, THIS SHEET ` --L1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND Ji ! SHIM I 1 \1\ I EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE (Ir)II'1l SHAPES @11-7/8" I �I i�l I, O.C. MAX. INSTALLATION TYPE O • GY��ai�a 1/4" • ar-= • /L • MAX. SHIM LF DRILLING STEEL SE - • • SMS (G5), SEE TABLE • • • 11, THIS SHEET AIIAMI-DADE APPROVED MULLION (SEE • • •41RF- P.TE NOA), ALUMINUM, STEEL FRAMING • OR STEEL STUD. SEE SUBSTRATE • • • • •RROPERTIES. TABLE 11,THIS SHEET INSTALLATION TYPE IN EMBEDMENT < , CONCRETEICMU PERANCHOR EDGE REQUIREMENT DISTANCE MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: ' < 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2"THICK OR GREATER. 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 TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. EMBEDMENT �jjll i EDGE Jil DISTANCE �� CONCRETE/CMU VISIBLE LIGHT WIDTH = $ PER ANCHOR WINDOW BUCK WIDTH - 2-314" REQUIREMENT WINDOW BUCK WIDTH EXTERIOR HORIZONTAL SECTION G-G Anchor Substrate Min. sharE Edge Mn. Embedment Max O.C. Spacing #12 or #14 410 SS Scraw Southern Pine SG=0.55 9/16" 1-318" 6.2" Alurrinum 6063-75 min. 318" 0.063" ' 6.2" A36 Steel 3/8" 0.063"' 6.2" Steel Stud G'. 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw(G5) Southern Pine SG=0.55 9116, 1-3/8" 6.2" Alurrenum 6063-T5 min. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063" ' 6.2" Steel Stud Gr. 33 min. 3/8" 0.045' 18 Ga ' 6.2" 1!4" 410 SS CreteFlex I-Ingrouted CMU, ASTWI C-90 2-1/2" 1-1/4" 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Macon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" lk1 routed CMU ASTM C-9 2-1/2" 1-1/4" 11.6" 5116" Steel Ultracon Concrete m n. 3.5 ksi 1-314" 11.6" Grouted CMU ASTM C-90 1-3/4" 11.6" Mmwnal Mn. Fr Mn. F. Sw.! Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Eko U reConA 155 ksi 177 ksi 410 SS Elco CreteFla& 127.4 ksi 189.7 ksi 6061T5 Akanin= 16 ksi 22 ksi A36 St eW 36 ksi 58 ksi Or. 33 S" Stue 33 ksi 45 ksi PRODUCT REVISED :u cempl�iug with 8r FIOTMa B;rikdeog CcAe Azv �tet9-, By Miami ede ProdOct C NO CHANGES THIS SHEET. C W z M 2 > v; U) "^'a v O u1 atop O O 0 N i O U)Of r` QJ O a wr Z to o co = W ® E W 0 W 00 ~ Z < :D 09#..`0 -ON ILLr (� O r0 > V > Z r Z O u F- J LL O O a aays ® U) # O rn r O g Z a alo s o Z � � Q o w O W Z eS� LL LL a 1NV LYNN •'.\CENS.. MSC * ;' GNo. 58705 ATOF OS E �(C '•.FCORIDP.•''GN' lS � i S '' ll /ONAI %t \ A LYNN MILLER, P.E. RE # 58705 Item PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 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 Curves Rigid PVC 8 4267 7116' Lami. Glass Beading for Curies Alum. 6053-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K jFoam 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. 3116" x 1-3/37 x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1a1A1'•PH SMS (Curved Beading) Stainless Steel 30 0 781POK #8 x 1'0Quad PH SM S #Assep*ly) Stainless Steel 75 0 Kommeding Ksdispace 4$ TP See this Sheet for Materials 76 • • • • • Quaneo uper•Spacer %XT • 77 • Quanex puraseal Spac • • • • • 78 • • • • • Card al 4 5dge Spacer ••••• ••• • •••••• ••••• •• • •••• 00 • • • AS9E•11a&4?*DETAILS FOR • • • • • • • FLANC &&re(AWAL-LEG FRAMES • • •I • j 90' CORNER FRAME ASSEMBLY I ALL CORNERS TO I USE GASKET 1 AND/OR SEALANT EXTERIOR EQUAL -LEG FRAME FLANGE FRAME 2.7B4" .094" --III+- 1 .062" 875" .438" 1.000" — T .500" .050ii -_ } f 1O FLANGE FRAME 2.784" 4 .074" 062" 1 375" .500 .4318" T—4+-- .050":Doan OEQUAL -LEG FRAME .970" I` .346" 1 I��jjgJJ 1.037" .875" 8 .875" f��~ 050" T V I4Ijl� 050" .050" O GLASS BEADING O BEADIINSTALLATION NGI.G GLASS 6a FASTENER COVER HOT -MELT SILICONE BUTYL R STRUCTURAL POLYISO- 1/4" NOM. 3/16" NO BUTYLENE WITH STRUCTURAL DESICCANT SILICONE FOAM WITH EXT.GLASS DESICCANT EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER SPACER® 75 4$G TPS 76 NXT t"" ANGLED/CURVED FRAME ASSEMBLY �I I I Z�ERS ALLCO I USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Al 2.784" 094"— 074" .06: 1.375" J— .500" 438" 050I„�� 1.125"' .077' O3 FIN FRAME 1 .9�70" — 346,- .875" II .875" I II .050" T V Ilr .050" 1 -- O7116" LAMI GLASS BEADING I.G. GLASS O BEADING FOR CURVES FOR CURVES ALUMINUM POLYISOBUTYLENE DESICCANT FILL EINFORCEMENT SEAL 5/16" NOM. M. 5/16" NOM. SILICONE BUTYL& SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS DURASEAL• XLEDGE' 77 SPACER 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90'CORNER FRAME ASSEMBLY EXTERIOR ANGLED/CURVED FRAME ASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as c r4yi w "vilh the Florida Buildicg Code P.caaptmoa No 18—C43 Exoiratioa IBY NO CHANGES THIS SHEET. LU > 16 w N j > nay Cr O u) C9 V z y W0 j M Lu r 0 J O aF LL 0 Z Ka Z o C7 W UUoW Co o� Z a 9ov I_ IV Lu .-. t5 U" W LLI 01.10 > d % Z Z O o Z m o O H w O LL g Q O p O z U) U) :a z z u � O to O J) Z 3iQ O Z ~ ? > LU O W Lu U m LL O- \\`""111111111}//// ONY LYNIv F R: No. 58705 , '•. i �T� �'•.FG ORIOP'. •'.\�� "'SS1ONAL "`?`\� A L 14911LL0i, P.E. P.E # 58705 BCIS Home Log In User Registration f Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map ( Links Search E. �rl1uq c�--- �::` Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model. N mber or Name roved for use in HVHZ Impact Resistant Ot er Search Results - 2017 FL# ALA Prodri t Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Descri tion ALL pA e ALL Design Fressue ALL Type Manufacturer Validated By _......... ............. ......._............. ....... ............................ _...-__................... ..................... .......... ................................ ............._..._..._...................... _.._................ _..._............. _._..... _... _....... ...... _ _._....._....__..._..... -F{_4 4_ evision Masonite International National Accreditation & Management R10 Category: Exterior Doors Institute History Subcategory: Swinging Exterior Door (804) 684-5124 Assemblies *Approvedby . Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Refine Search 4334 A ALL ALL ALL ALL ALL ALL Status W.._.... _............. _..... _ Approved Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. ropy 'ght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: PM RW-1 WN ©.r. Credit Card Safe . ......... . •• ••• • ••• • • • • •• • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF PRODUCT CERTIFICATION O CERTi C, , �«, °r0, Company: Masonite International Corporation Certification No.: NI005930.01 • Ai 1955 Powis Road West Chicago, IL 60185 Certification Date: Expiration Date: 02/17/2005 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) �£t, c�R A4 `' _ ; 4 p Specification: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 Singe• •: % Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 • • X • • /S Opaque 3'0" x 6'8" +70/-70 10.5 psf Yes NCTL-210-3102-1 090000 Singfe: • • •: • Maximum Panel Size: 3'0" x 6'8" • • • Anchor Detail-MA-FL0120-05 • XX S Opaque 6'0" x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 • • • • • • • • DoAe • • • • Maximum Panel Size: 3'0" x 6'8" • • • • • • • • • • • • • • • • • Anchor Detail-MA-FL0120-05 • • • • • }{X • • • • • • • O/S Opaque 6'0" x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 • • Doubles • • i • • • • • 8.25 psf* Maximum Panel Size: 3'0" x 6'8" • • • • • • Anchor Detail-MA-FL0120-05 XO/Q3� • I/S Opaque Door 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 • • • • • • • Single w/Sid•1!e w • • • • • Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" • • • • • • Anchor Detail-MA-FL0120-05 • • XO/V 900 • O/S Opaque Door 6'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 • Single w/SiMAA Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO I/S Opaque Door 910" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXXO us Opaque Doors 12'4" x 6'8" +50.51-50.5 2.86 psf Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4" x 6'8" +55/-50.5 6.0 psf/ Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 2307 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: (_. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 rllornaS Q.Irlonlaspe.com Test Report: N/A Product: Single door Tx 6'8" (Wood Frame) Scope: -This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply With requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (ND5 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1„, = 1.140 in Mode I, Mode I, Mode II Mode III Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C:-267.699 C: -93.6 Zm= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Kp = 2.400 P = 297 Ibs p = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2,50 in edge distance spacing (in) 2•00 4.00 2.00 130 1 161 4.00 163 1 202 Actual C To C spacing: Allowable Design Value: 3.00 in Z..= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 85.0 psf I 79.25 A2 A2 Al 1 of 3 Max. Anchor Zone Area Load Ind. O.C. Result Cap. Load Z (ft) (Ibs) (i^) Q� (in) (Ibs) (Ibs) Ai 2.3 195 N/A N/A 155 2 98 OK AZ 7.7 656 6.00 18.00 155 1 5 131 OK `w • •�G ENS �de OJ • r � ` TAT 4F ,• = 0 R VD ZONA1. ti �.�. Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 rllomas(c),lrlomaspe.com Anchor Locations: 79 2of3 25 -- 36.38 --18.19--- -- 6.00 TYP. 6.00 TYP. —�— I 6.00 _1 6.00 .. ••• . . • . . .. . ......... . . ........ . .. ... .. . .... ..... . ... . . .. . . ... . . .. .. .. ... . .. . . ... . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . * 0 51 • T 4--A0 F • k, ZORipP Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 2of3 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 rllomas anlrlomaspe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. ....... . .. .. . ......... . •• ••• •• • • • •• ..... . ... . . .. . . ... . . .. .. .. ... . .. . . ... . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Luis R. Lomas P.E. FL No.: 6251 4- 10/10/2017 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHAN9 C:Rt•FLAME SPREAD INDEX OF 5D • AN* SMOKE OEWLOPiD INDEX•OF WePER ASTM E84. • 4. PLASTICS TESTING OF•FIBERGLASC FACING: •••••• • • • • i66T DESCRIQTION DESIGNATION RESULT •• ••• •• • • • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • • • • •I500 HOU" XENe 4 ARC MEII •1 • • • • • • •••••• •• •• •••••• •••••• •••• • • • • SELF IGNITION TEMP AS1M401929 752 'f > 650 'F RATE OF BURN ASTM 0.56 IN MIN C-1 SIROKE DENSITY • • ASTM OQ043• • 53.4% SILE S H* ASTM 3.2% DIFF TABLE OF CONTENTS SHEET {y DESCRIPTION 1 TYPICAL ELEVATIONS do GENERAL NOTES 2 ANCHOR LOCATIONS do DETAILS 3 IANCHORING LOCATIONS k DETAILS 149' MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH ^i x a Ceddlsaft . D0 RBwww Br. DESIGN PRESS RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE RoRrc MAX WIDTH INSWING UTSWING INSWING OUTSWING I OUTSWING• X 37.5 +70.0 -70.0 +70. 0 +19.0 -19.0 +700 -70.074 +50.5 +19.0 -19. +40 .0 -50.50 or XO 75 +50.5 -505 +5.0 -50.5 + 19OX E+70.0 -50.5 .001 OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 9.0 4 OXXO 149 +50 .+ 19.0190 0. 1-0 In: 09 O p C-) Q C) O � J 30 Z 0U U-) U L0 In 4rJ i-� i T DATE: 2 1 t 05 s-N.T.S. DWG. BY: SWS CHIC. BY: KURT BALTHAZOR ORAWRIc NO.: FLORIDA P.E. #56533 0WG-MA-i10720 sHELT t of _3 6" 6" SEE DETAIL 3" 3" •E. 3" 3 3" I I I I� � � I I 6 6" 6. 6. 6" 6.3• ID In 0 n — _uj in N — — n n• n� r "L w o a n a a SE DETAIL D' — - - G SEE DETAIL • • =o w SEE DETAIL •�• • • • A — w B w — — "C" .•.900• n • B • • Y • • B uj G H n D.— •• .•• O v G as �• • • _ • • • . • . 6• — — • •..••• 6' 3'so 10 I . t . • �6' 3.•—f i • IL 3 3" 6' 6" • • • • 3• 3. 3. 3• f ••••.• • SEE DETAIL • • • •.••.• • #8 x 2-1/2" ••.• ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #10 THE THRESHOLD & INTO THE x 2-1/2" "E" STRUCTURE DEEP ENOUGH #1 x 5/8" DETAIL ASTRAGAL FOR A 1.375" THROW ATTACH ASTRAGAL RETAINER BOLT 8 x 2-1/2" # 1 x I" STRIKE PLATE TO FRAME DETAIL T" ASTRAGAL #10 5/8" AS SHOWN. 0; #10 x 1" 0.124" ANNEALED DECORATIVE INSERT # 10 x 0.000' SAFLEx ING (OPTIONAL) tDWM 0.124" ANNEALED .0124" TEMP. DETAIL "D" NP• Coalmomw. ALUMINUM OR BUTYL SPACER y y ... /6 % 1-1/2- PHS '•'•+l Dow 632 1 9621 DR 632 OR EQUAL + OR EQUAL 1.375" 1.75' 0;�;l.,047- EXTERIOR 1NTERIO T c J_--. T T TYPICAL GLAZING DETAIL INSWING THRESHOLD OUTSWING THRESHOLD IMPACT RATED GLASS • • ATTACHMENT DETAIL•••• 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEME OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" - iD 0 U a SEE DETAIL .D" SHT. 2 K O It i G}- 3- - — 1 c CL —I I— .r-•: a? TYPICAL MASONRY ANCHOR INSTALLATION 6 6" 3" 3" 3" I I I 1 I 6" 6" I I 1 � w a ul J Q 0 O W - W @ (Y 1 II G H II II @ II I O � 3»6 6. I� 3" I 3. 6" 6' UADMUTADC C/ I-197nl II C 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 4" X 4" FULL MORTISE BUTT HINGES. MIN w _ 0.25' SHIM CL A -I I— :�Iwr.' TYPICAL WOOD BUCK ANCHOR INSTALLATION i"XI/2" CORRUGATED #10X2- WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC ` ACRYLIC CAULK ACRYLIC CAULK CL 1 ATION MULLIONCOMBINATION (BOXED) MULLION N(BOXED) (W2 jjIOX2-y2" 09D SCREWS EACH END • • COMPOSITE MULLION (INTEGRAL) DATE: 2111105 SCALE: N.T.S. DWG. BY. SINS cmx. BY: DRAWING No.: DWG-MA-F10120-1 sHEET 3 of 3