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WS-19-1361Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No... WS-06-19-1361 ft(FUR Permit Type: Windows/Shutters ro�classiftcation:Winclow/Door Replacement Permit Status: Approved Issue Date: 06/13/2019 Expiration: 12/10/2019 Location Address Parcel Number 34 NW 97TH ST, Miami Shores, FL 33150 1131010330330 Contacts JENNIFER FREHLING Owner 34 NW 97 ST, MIAMI SHORES, FL 33150 NDB BUILDERS LLC Contractor Business: 7862237421 Inspection Description: RETROFIT IMPACT 9 WINDOWS AND 2 DOORS Valuation: $ 9,000.00 Inspection Requests: 4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $3.15 DCA Fee $2.10 Education Surcharge $1.80 Scanning Fee $15.00 Technology Fee $5.25 Windows/Shutters Fee $160.00 Total: $242.70 Payments Date Paid Amt Paid Total Fees $242.70 Credit Card 06/13/2019 $10.00 Credit Card 06/13/2019 $232.70 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 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 zonin uthermore, I authorize the above named contractor to do the work stated. Authorized Signat . wner / Applicant / Contractor / Agent Date June 13, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECE/ vAi�o JUN _ �$1019 � �� FBC 201-1 bd-R Master Permit No. l'4 7 G- za Sub Permit No.S ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 34 N W 9 1 S+ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: MS Sew (o r 6 I O-3 q l g'}s (oaC3IV_ 130 --T Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): TP,cn v, , � �_ I�YG in) v1�i Phone#: .305 - S8 Z - io31 6 Address: his S rJE 61-1 'G r City: Y\(\ i 61 vti i State: & Zip: 3 3 k 3 �' Tenant/Lessee Name: ^ Phone#: Email: v, ct 06'v\ I ✓V. i Gtv\.,k 61V,A! GovN CONTRACTOR: Company Name: �✓ll�lci�/11� Phone#: Address: lddY(' !Fzo City: �� t State: 7r/ Zip: 3 Qualifier Name: it/��d'U� IiANeU Phone#: 9X - qwl/ State Certification or Registration M CGS C IS -�6 6 % Certificate of Competency #: 17,e l o r, DESIGNER: Architect/Engineer: Phone#: �S(,, LZ3 Address: City: State: Value of Work for this Permit: $ �//�r% Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Zip: ❑ Demolition Description of Work: �O ra Z� �ry lG dV 1730, � 9- t D �24 ,?LAr_C Vv S-3-Illsd 2, Specify color of color thru tile: Submittal F Permit Fee $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ CCF $. DBPR $ CO/CC $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ 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 OWNS r AGENT The foregoing instrument was acknowledged before me this [s� day of �7� .20 yd , by ✓ who is personally known o me or who has produced as identification and who did Signaturezo'-e�Z'6� CONTRACTOR The foregoing instrument was acknowledged before me this /0 day of 20 70 . by Aem 941nGn , who is personally known to me or who has produced }�""-:E>g-1 (L ('a'as� identification and who did take an oath. NOTARY �DAWO NOTARY U LIC: ,a ...' w. Bt>Mkd Sign: Sign` Print: Print: Seal:, Seal: $INDIA ALVAREZ MY COMMISSION # GG 238273 EXPIRES: September 3, 2022 e te! °'' Bonded Thru Notary Public Underwriters ****sss*****sssss:**sssss*sss**sss ss sss s*sss*ss*sss*sssss**sssss*sssss*sss****s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ..�, ` .�.`,' ,� ,fir f,�►�'�a�.tn �Ilk r I Notice to Owner - Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is 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 workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ,r ner State of Florida County of Miami -Dade The foregoing was acknowledge before me this %'� day of . Lor , 20j. By • JeYIl111 ec a1 hl;) C who i re sonally known t me or has produced as identification. ✓spy Cl-RiSTIAN GONZA Notary:C',,�Y P !'FJ t : ' ON7ALEZ i� t LEZ y Commission # FF 245481 iresJune3U, 2G 4, 151`kxpires ime 30, 2019 SEAL. i Y,i .:11U f1•'�p��'�nr� :.uy%ainmaurmwa�:•a�3�70 WFain lnwengB0038S7019 NDABO111 Date: 6/12/19 State of Florida County of Miami -Dade Before me this day personally appeared Nelson Blanco who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 34 NW 97 St. Sworn to (or affirm) and subscribe before me this /3 day of u .20 _q_ by Personally know Produced Identification rt_ —k)(ZlVK/t' 101001 t,gri Produced Mo�� ti�m M Property Search Application - Miami -Dade County Page 1 of 1 mmHom PROPERTY APPRAiSER U � "FlmICE O� I L tw_ Summary Report Property Information Folio: 11-3101-033-0330 Property Address: 34 NW 97 ST Miami Shores, FL 33150-1733 Owner JENNIFER FREHLING Mailing Address 34 NW 97 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,838 Sq.Ft Living Area 1,429 Sq.Ft Adjusted Area 1,619 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1952 Assessment Information Year 2019 2018 2017 Land Value $265,926 $252,724 $252,724 Building Value $135,591 $136,603 $107,890 XF Value $24,073 $24,173 $24,273 Market Value $425,590 $413,500 $384,887 Assessed Value $425,590 $412,626 $375,115 Benefits Information Benefit Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction 1 $874 $9,772 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOTS 6 & 7 BILK 130 LOT SIZE 100.000 X 115 OR 18581-1987 04 1999 1 Generated On : 6/13/ Taxable Value Information 2019 2018 2 County Exemption Value $0 $0 Taxable Value $425,590 $412,626 $375 School Board Exemption Value $0 $0 Taxable Value $425,590 $413,500 $384 City Exemption Value $0 $0 Taxable Value $425,590 $412,626 $375 Regional Exemption Value $0 $0 Taxable Value $425,590 $412,626 $375 Sales Information Previous Sale Price OR Book -Page Qualification Descriptic 11/25/2013 $325,000 28934-2236 Qual by exam of deed 04/01/1999 $140,000 18581-1987 Sales which are qualified 06/01/1992 $90,000 15552-1850 Sales which are qualified 03/01/1986 $76,000 12877-4085 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/ 13/2019 7yX G -0,, AMt2 . S-4/ 02 mom v Ec:llaz F-G eFas; pF-D I We suo,z WA lI. jI iy .A 0. -Jhd NO —19 ZA M \tJ Ok `5 T V) I)q H O ,Z 2-S toz'It X�3 ICU 12_. S U D Q- N6A-il.rll��`� IWO SLID, NOR //. /i/ilD7 ;� As',*,-:Fs- qux(O3 14Ue soDp NtOH il. im.04 31,r-79-'/q F¢F-N c,)4 Aobf- Wig. a. - f NUQ 7-s �XiS71�� •;;;.. • • w STA so CDR. SLI 012 Nam' c1.11ty,�t� 3-Ix 39 k*. sc l ov- W4, 1-4SJ . • to •• Broward County Fenestration Voluntary Wind LAd*Chai;t* Per ASCE 7-10 Method 1; Part 1 and FBC (2017) for Retrofiting in Accordanc¢ witty FQrnalNn;erpreta;ion; For Detached One -and Two family dwellings and Multiple Single -Family Dwellings (Townhouses) with Mean Roof Height15 30 feet Wind 170 mph (3-second gust)/ Exposure C** / Kd = 0.85 / Kzt = 1.0 / Pressures are in PSF / Not for use in Coastal (Exposure V areas) • •• • ••• * Using Allowable Stress Design methodology (P = 0.6w) / ** Exposure shall be determined accordi*g to PSCE 7-10 fieetion 26.7.3 (E4sury 4tegories) Effective Wind Area Location: Gable or Hip Mean Roof Height of 15 feet Mean Roof Height of 20 feet MearvReoQHpight•)f 25 feet • ; Mean Roof Height of 30 feet Zone Zone Zone Zone 1 Roof - - 10 Gable/Hip 16.0 -37.8 16.0 -63.4 16.0 -95.4 16.3 -40.2 16.3 -67.4 16.3 -101.4 17.1 -42.1 17. , 7 .6: 3; •T -366.3 ? .8 -43.7 17.8 -73.4 17.8 110.4 20 Roof 16. -36.8 16.0 -56.7 16.0 -79'1 16.0 -39.1 16.0 -60.2 16.0 -84.0 16.0 -41.& 6. .6140 Z.(: zZi. .0 1C.7 -42.6 16.7 -65.6 16.7 -91.5 50 0 5 70 (0 to 1.5:12) Gable/Hip 16. -35.6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 16.0 -3 9.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 10 16. 21. -34:6 34.6 16.0 21.8 -41.0 -60.2 16.0 21.8 -41.0 -89.0 16.0 23.1 -36.8 36.8 16.0 23.1 -43.6 64.0 16.0 23.1 -43.6 -94.6 16.0 24.3 -38.5 38.5 16.0 24.3: -45.7 67.1 16.0 24.3 -45.7 99.2 16.0 25.2 -40.0 40.0 16.0 25.2 -47.4 69.7 16.0 25.2 -47.4 103.0 20 Roof*** 70< 0 <_ 270 (1.5 to6:12) Gable Roof Gable l R 19. -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 21.1 -58.9 21.1 -88.5 22.1 -37.4 22.1 -61.7 22.1 -92.7 23.0 -38.9 23.0 -64.1 23.0 -96.3 50 17.3 -32.4 17.3 -49.0 17.3 -75.6 18.4 -34.4 18.4 -52.1 18.4 -80.3 19.3 -36.0 19.3 -54.6 19.3 -84.2 20.0 -37.4 20.0 -56.7 20.0 -87.5 100 10 16. 34. -31.4 -37.8 16.0 34.6 -44.2 -44.2 16.0 34.6 -69.8 -44.2 16.3 36.8 -33.3 -40.2 16.3 36.8 -47.0 -47.0 16.3 36.8 -74.2 -47.0 17.1 38.5 -35.0 -42.1 17.1 38.S -49.2 -49.2 17.1 38.5 -77.8 -49.2 17.8 40.0 -36.3 -43.7 17.8 40.0 -51.1 -51.1 17.8 40.0 -80.8 -51.1 20 33. -35.9 33.6 -42.3 33.6 -42.3 35.7 -38.1 35.7 -44.9 35.7 -44.9 37.4 -39.9 37.4 -47.1 37.4 -47.1 38.9 -41.5 38.9 -48.9 38.9 -48.9 50 45° 32.4 33.3 32.4 -39.7 32.4 -39.7 34.4 -35.4 34.4 -42.2 34.4 -42.2 36.0 -37.1 36.0 -44.2 36.0 -44.2 37.4 -38.6 37.4 -46.0 37.4 -46.0 100 (6 to12:12) 31.4 -31.4 31.4 -37.8 31.4 -37.8 ' 33.3 -33.3 33.3 -40.2 33.3 -40.2 35.0 -35.0 35.0 42.1 35.0 -42.1 36.3 -36.3 36.3 -43.7 36.3 -43.7 *** For Hip Roofs with angle > 7 degrees (1.5:12) and:5 25 degrees (5.5:12), Zone 3 shall be treated as Zone 2 (Figure 30.4-2 B, Note 7, p. 337) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Wind Zone Zone Zone Zone Area (ft) Location 4 5 4 5 4 5 4 5 + I - + - + - + I - +10 Wall 37.8 -41.0 37.8 -50.6 40.2 -43.6 40.2 -53.8 1 -45.7 42.1 -56.4 43.7 -47.4 43.7 -58.6 20 36.1 -39.3 36.1 -47.2 38.3 -41.7 38.3 -50.1 2 43.8 40.2 52.6 41.8 -45.5 41.8 -54.6 39.2 -42.9 39.2 -49.4 r37.7 -41.3 37.7 -47.5 36.0 39.4 36.0 -45.4 -37.0 '7735. 33.8 -42.7 39.3 50 100 321 34.1 37.5 34.1 -41.7 8 39.4 35.8 43.8 37.2 40.9 37.2 45.5 32.6 36.3 32.6 36.3 4 -35.0 31.4 35.0 29.9 -333 29.9 -33.3 28.2 -31.4 28.2 4 500 Garage Door Wind Loads Ny /l/fola Building with 30-foot Mean Roof Height ExposureC Tables 1609.7(1) & (2), and Section 1609.3.1 or ffectivelWind n Zone a - + a} a < �. ,.a - 'V; 3�_2_�_-,_2__�'3 a' ---- --- '-- „�� 2 ;. 1 5� 4 ; 5h.;5 h ' �' ` •`� a ` , a F -i--=- - - ;-----; - Gable Roof Hip Roof ' Areas between those given, values may be interpolated. Otherwise use the value associated with the lower Effective Wind Area. (a)'.shall be the smaller of 10% of Least Hor. Dist. or 40% of Mean Roof Height (W), but not less than 4% of Least Hor. Dist. or 3 ft. Identify the zone per the figure or information by others. Any questionable zone is to be considered the more critical zone. Effective Wind Area Roof Angle Wind Load Width Height + - 0-10 degrees 10 10 34.1 32.3 -38.2 -36.1 14 14 g 7 > 10 degrees 38.4 43.4 16 7 36.8 -41.0 Category II (general residential &commercial construction) per FBC 1620.2 Broward. These tables not for use with essential facilities or assembly occupancies. Design is based on the 3-second gust (wind velocity) for FBC 6` erpretation #5 Page 2 of 2 Effective Date: January 1, 2018 R MIAMI•DADE NHAn11—DADE COUNTY, FLORIDA 1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Strcct, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Lvw.v.miamidade.Eov/develoament/ PGT Industries 1070 Technology Drive North Venice, FL 34275 ,SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— 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 prodtotwApaterial fails to perform in the accepted manner, the manufacturer will incur the expense &such testing'Alfthe AHJ"';' may immediately revoke, modify, or suspend the use of such product or materiarwitlim theV;Ai*sdiction. PERA reserves the right to revoke this acceptance, if it is determined by Mi4gii.Qjde County �roduit Control Section that this product or material fails to meet the requirements of the applicable buulding code. ,' • •' This product is approved as described herein, and has been designed to comply with. the Fla> 8A*Buildin&... Code, including the High Velocity Hurricane Zone. ...... . . ..... DESCRIPTION: Series 11FD-101" Outswing Aluminum French Door w/ wo Sd'efrtes -- L.14I.I"--/ ...... APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. Frericlt Door & .SideliteS,,..;. Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12; prepared `1' manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami —Dade County Ptodm:t Contrei • Section renewal stamp with the Notice of Acceptance number and expiration date by the MWi—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant / LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ON: A copy of this entire NOA shall be provided to the user by the manufacturer or its s u 11 be available for inspection at the job site at the request of the Building Official. T1 N re and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1 s w s approval document mentioned above. u itted cumentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0516.02 / tt Expiration Date: October 18, 2017 Approval Date: August 30, 2012 SG Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and seated by 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . . .... ...... 2) Uniform Static Air Pressure Test, Loading WF.5C TA&Q2-94 • 3) Water Resistance Test, per FBC, TAS 202�94. . • : ....:. 4) Large Missile Impact Test per FBC, TAS 20t-:94 5) Cyclic Wind Pressure Loading per FBC,198 =-94:...:. ' 6) Forced Entry Test, per FBC 2411.3.2.1, and K4 202 -9.4 ;; ;; • along with marked -up drawings and installation diagram of *hn *AlumihtvA.dutswigg.... French Door with Sidelites, prepared by Fenestration Testirig•I0a)?oratory, -Inc., Test • Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlo§ S. R2onda, P. E."' •' • (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 4n� Jaime D. Gascon . E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. Ylr"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS • • • Y • • 1. Notice of Acceptance No. 11-1013.22, issued to PGT IndttS4tes, for -*their Series • • : • "FD-101 Outswing Aluminum French Door w/ wo Sidelife§•'•L.M.I.",%pprovdd...: on 11/23/11 and expiring on 10/18/12. •.•••• .... . ..... L..__._- Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 i a ,w Mia SfWPMyillage NOTES: OUTSWING IMPACT FRENCH DOORS} AND SIDE LITEM APPROVED BY DATE PRODUCT RENEWED as complying %via, ato FloriA% 02. 1. GLAZING OPTIONS: ZONING DEPT Building Code ( .:ab� Acceptance No A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE xptrattopDal ta =17 §" PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. BLDG DEPTV_ ("--_ B. 3/8" LAMI NOM. .402" CONSISTING OF 1 LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE UK sAFrE)VKrzr_r PE I a eproductControf� MAXIMUM PLUS(1)LITE OF 3/16" HEAT STRENGTHENED GLASS. SUBJECT TO COMPLIANCE WITH ALL FE E AL C. 7116" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAF �'I�iEAN17�OT7N'TYA�'L'E�S""AND REGULATIONS PLUS (1) LITE OF 3l16" HEAT STRENGTHENED GLASS. } D. 7116" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE N 0 MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. NOA DRAWING MAP 1 I- ® E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS,1/4" AIRSPACE, (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB O INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. TOPIC SHEET O b O 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 4N SHEET 2.W45-0kow--iq A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES ............ 1 , Q ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 • • • , " C 3. CONFIGURATIONS: X_, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. GLAZING DETAILS ........... 1 •� • • • N '®:' 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 • SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE ` • ELEVATIONS .................... 3 'LLB J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT. SECTIONS ............. 4 • Q �'• : J• W O 5. SHUTTERS ARE NOT REQUIRED. HORIZ. SECTIONS........... 5 � �• • 0 , �� 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST ...................... 6 Etu • 0 7. REFERENCES: EXTRUSIONS ................... 6.7 ; 06 •a ANCHORAGE ....................8-10 • TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0406.01, 12-0126.09; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ((9• r' DESIGN MANUAL. r. • Z O • • • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY • • t' Lo t" HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS W • = y Z 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN. = ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED Q W 0 W B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED Q Z Z TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. LL C> Q LL o 91 ¢ o w 93 _ Q 93 ® N �-- u- o lz m 30 30 � 30 T 90 �N 73 74 1/2" GLASS BITE J� 112" GLASS BITE 73 112 GLASS BITE z tj px � 1 UVUM®Vj Q EXTERIOR EXTERIORi a o 0 EXTERIOR 94 a 94 a 9�• a �Z z 1/8" AN. OR 3/16" AN. OR 1/4" AIRSPACE 3/16" HS. HS. GLASS 3/16" HS. HS. GLASS 3/16" HS. GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16" TP. GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR ��c All SAFLEX/KEEPSAFE .090 PVB INTERLAYER VED �� ,• ' • � } MAXIMUM) (DUPONT BUTACITE) �� ' ?'ul a 13/16" NOM. 3/8" NOM. 7/16" NOM. Mf w o , , ^w GLASS STACK GLASS STACK GLASS _ : '` - w o - STACK fir. v o N 4o. `Oz z w LAMI NOM. 7116" LAMI NOM. 13/16" LAMI IG NO ►1 GLAZING OPTION E, NOTE ' TION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X_ WIDTH XX WIDTH 68 - 79 3/4" 70- 83 3/4" 87 314" 91 3/4" 8° - 95 314" 3° 37 1/2"1 60 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 10 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 i WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY 0 APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X_ WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3l4" +58.6 -58.6 +55.4 -55.4 +52,4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 434.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19, +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.D +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: PRODUCT REf<7 V. as compt5•ing W it 8uildins Code [ 1. GLASS TYPES: Acceptance No IL- A. 3/8" LAMI (1/8" A, .090 PVB, 3116" HS) Exp�rntionDate.. ' ; ^ f�% B. 3/8" LAMI (1/8" HS, .090 PVB, 3116" HS) iu�y,- lay:1. C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) r/li i- adc Product Control D. 7116' LAMI (3116" HS, .090 PVB, 3/16" HS) AD E. 13/16" LAMI IG (3116" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y MAX. OX/XO WIDTH = 731/2" U a MAX. OXO WIDTH = 1091/2" Ow o MAX. XXO/OXX WIDTH =107 3/4" pa MAX. OXXO WIDTH = 143 3/4" w 0 $ to ... 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" .� 41 • • • (A w oo WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE ... W a �' FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. • 44 • • J "' 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. ..�-w ' • :... . Q 0 G N �0 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 0 EX. A FROM TABLE 1.0 ION 0.0 O• • • • • OXO WITH GLASS TYPE A DOOR WITH 29" SIDE LITES • U 0 iT O • (0 ' � 30" WIDE x 90" HIGH SINGLE fl Z DESIGN PRESSURE = +67.6 / -67.6 PSF WQ �• U EX. B FROM TABLE 1. Q W W OXXO WITH GLASS TYPE A d 0 LL o 68" WIDE x 86" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES N Z DESIGN PRESSURE = +70.41-70.4 PSF D- O 10 i7 $ Q N W J LL EX. C FROM TABLE 2. Cl A Q OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES `O DESIGN PRESSURE = +43.61-43.6 PSF EX. D FROM TABLE 2. C �a OXXO WITH GLASS TYPE $ i 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES �_ t DESIGN PRESSURE = +43.1 1-43.1 PSF o 0 0 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH aY oz z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. '•CU C:� rw a: Q=�� z =z:z _'. v it �: O 7 _ z W (��za r^J } J �r�i�lltt I 73 1 /2" MAX. 36 MAX. X. JCC I�IV 1 L OX OR XO 371/2" 95 3/4" 49 MAX. ct 36 3/4" 1091/2" MAX. 36 3/4" - ^~rI SEE NOTE 3— MAX. - MAX. 49 103 Er 1 lE Er 1 1 JE O X 0 SEE NOTE 4 "'r OXO ---SEE NOTE 4 71 3/4" MAX. 24 9116" MAX. DLO (TYP) h!��i Ic 4R 4/A" --- q t-1xx ti - -. 41 0 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO"XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR W AND'XX' DOORS AS FOLLOWS: (W DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2-4.079) -143 3/4" MAA. 36314 36 3/4" SEE NOTE 3= - MAX. - r MAX." 49 41 95 3 MA (TY1 103 E� JE Er JE O X AC . X I NACT 0 SEE NOTE 4 ---' 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) �F �G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH'X' = DOOR WIDTH-1215/16" DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" SEE NOTE 4 PRODUCT RENEWED as complying with the Florida BuildngCode _<_ Acceptance N0 �. Exp►rat(p Date / fly. - � 1 hliaaii Dade Product Con 1 04 14„ w F a K. 3: o U �.} O o a �O ... CD �• w MT � w •o T • Wli •777T��. . d/y . .. � .1U••• ..'.^• •4— • • O Q U 0 ... U W Z z O_ fr o N ~ LL `- eQ r $ Q CN Ck W LL w IzQ p Xn4 a!�� 0 xp YV®N Q 0 jr a Z cz U `\��111►rrrllr��, _ G:Z O� o E'AQ 2 Nie zui 111111110\\\ INTERIOR )OR IGHT V L-I \ 1 1wr-%L. SL SECT. B-B VERTICAL INTERIOR 6� CLEAR -COLORED SEALANT MAX. SIDE LITE HEIGHT 63 SL VIEW G-G CORNER ASSEMBLY 64 AT HEAD/JAMB 65 AT SILUJAMB PRODUCT RENB%VL'U es complying %vilh 111e FToilda puildinzCode i gyp[ Acceptance NO, 0 o ~ 01�0� :5-; • ... LL, -j ... Q .... W . Q . O 40 AM . ..06 m •o 00Q '© , W '—" U Z Z Q Q ce N Q v LLL O ' a� LL Q N Q �Q Q 7 ® d �N0)W O, 04 0 U7g�� Q 0 ;01 0 O a cZ z � U `��1►11tIlJ!!!� Ld _ z .y oW �z:z -_ , N kO_, 0 z a 4 49 PRODUCT RENEWED es complying with the Florida — MAX. 'XX' WIDTH Duilduh Code Acceptance No'OF i�o 17 By-j(x 1F Miami Dade Proddct Comm 00 0 `� a o � MAX._" O DLO' 'XX' SECT. C-C DLO 31 •:::. (0 I,o, • w a 35 36 34 44 HORIZ. 46 45 5 32 • 20 W • o MAX. •X' WIDTH Y • r... . . (A .1`.• •Z• •� �. .� •• ;O O • .... O •z " ••O ow wad o INTERIOR ULLI • O= Q Z Q Z co I— III o Z U- ao o bo MAX. <t (V c � U- DLO 'X' SECT. D-D a o O Q 46 21 5 HORIZ. V EXTERIOR SPACING, SAME AS ® vn v 67 JAMB ANCHOR SPACING N MAX. SL WIDTH MAX. SL WIDTH a� `i (SEE SHEETS 7, 8 AND 9) o XQ a! �V62 m� Q o oZ U EDE 66 .. y uj DLO SEE TABLES 1 AND 2 AND p p = z �„ a'_ 4 _w , AX 22 NOTES ON SHEETS 1 & 2 �� o z co 66 62 SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F ; 7-' :J'� x .� �' 4 o` LITE)NGLE SIDE . HORIZ�'• � \ J HORIZ. (DOOR WI SIDE LITE) ( ) �-1.750-j 4.626 4.600 4.726 4.100 �+---1.750 -{ DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3}�5--- 3.111 1 1.400 I .050 --'-1� FILLER HEAD ADAPTER 6063-T6 3.000 1.272 1.479 OFRAME HEAD 6063-T6 .050 .079 1.489 .489 3.000 ---- ,� OUTSWING THRESHOLD 6063-T6 4.726 4.1 1.500 .125 750 CLAMP OTRUSS 34 6063-T5 r1.750-1 675 DOOR PANEL t�4 INTERIOR ASTRAGAL 6063-T5 L----1 �+-.558 .050 683 73 3/8" GLAZING BEAD 6063-T5 } - 3.100 �{ 1. 5.459 6.085 075 i .750 60 SL HEADER 6063-T6 1.750 4.726 .062 - 4.675 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 -.525 050 .683 -F"+* n727/16" GLAZING BEAD 6063-T5 (�) SL SILL 6063-T6 5.212 4.686 r1.4801 3.000 .050 20 DOOR FRAME, JAMB 6063-T6 1.578 --►1 .890 050 3.600 O JAMB 60 62 6063-T6 .830 2.680 .050 SL JAMB 66 ADAPTER 6063-T6 --j .050- 1.620 .250 -� i - WEATHER STRIP CHANNEL 6063-T5 2 32 HINGE 6063-T5 KIBIFI-i .125 f---.172 .050 .683 -� 1.092 �- 74 IG GLAZING BEAD 6063-TS pRoDUCP RENEWED as complying with the Florida Building Code rl Acceptance No N o 6 0 05 i�O A 0¢. 2 •.• ' L6 o� LU • .. .cl • LL .• .: co ea .� •• • W y • •. Q :.... O .... O V1 .® p Z Q Z W O ? W � o DC C.'4 � LL $ Q N Qa 0 o UN h N ONI N -x 0 4i R a aJ O oa w \�tttllllfillf �u•. a v� o •. W r w vtu, °c . Z _ 6 r�:Q_�� tn�Zzul Cjj�za .. �. y M i lttt�\\ HEAD ZONE "C"� Q Q F O X o N N ca a SILL "C" Q ZONE SEE TABLE 3., SHT. 9 ZONE "D"ZONE "D"-1 Q 4 F F w Z XX o N N a a HEAD HEAD HEAD r�"E E�ZONE "F"�ZOE E-{ no m N OXO 0 CO SILL O1FNE-�-- „--�ZONEJ SILL "E" ZONNEE SEE TABLE 7., SHT. 9 "Ell ZONE" D"SILL� ZONEL'DSIL"� SEE TABLE 4., SHT. 9 HEAD ZONE "E" m m w 0 z N N In Im a a SILL, ADZONE E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD ZONE "D" ZONE "F"—tZ"EE-{ Q m w w N XX0 OR OXX N SILSILL ZONE "D"ZONE "F"SILL� ONE - SEE TABLE 7., SHT. 9 E HEAD HEAD E"I ZONE D"ZONE Q F m F F z XOOROX z N N a a SILL. �� ZONED SILL ZONE "E" SEE TABLE 6., SHT. 9 HEAD ;, HEAD }--ZONE-}-HEAD HEAD ZONE-{ I „ t I ZONE "F" ZONE "F" I m w Z N m OILL DILL Q ZOEETZONE "F" ZONE'F„ ZONE SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4"'XX' DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. W x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM. TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. = ANCHOR LOCATION FOR EXAMPLE ABOVE A :ODUCTRENENED complying with the FI gilding Code f — :ceplagice No 7,y gpua iimi Date ..•�10 lw 'crZ ,w gx 0 Oo U 017 w ` J w .0 • 0 ,. Q z uL M Q 0 T_ I L6 0 A. r-. .••• g y i 00 ` �Z T_ 0 g lie LL gn p� Z LSJ2 AA'�a� a o oz Z �Z • ul o _ z � _w y2 ; z 0 . Qom' b` Z LU co - Q /Nrlliil►%\\\ TABLE 3. X DOORS ® TABLE 4. XX DOORS �o TABLE 5. O SIDE LITE ZD TABLE 6. xo & ox (ALSO X DOOR OF XO & OX) GLASS TYPES A, B. C, D. E GLASS TYPES A, B, C. D. E GLASS TYPES A. B, C. D. E GLASS TYPES A, B, C, D, E ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 25.50 a (n ")W' - 47.75 ca N "O" - 10.75 "X'- 25.50 TO 37.50 1 71.75 ? TO 36.75 TO 37.50 (6 IL biu 0 w P U LL (i iL J W J W J J 'J J w w iJ J J J a aJ J J m J m Q J m J m a a e -J.i s J J ■ J J -i cJ`nUl ¢ C nLu ¢ NFatQ_- m 3� ►a- m m m N a m Q m o S2 m o o� ca ¢�¢- m 'd m a moo m m o m ¢m ¢ ¢m ¢ w3w3 ¢ w3w3 w SIDE a w w a Q w a 2= to 2= F Z W Y C X W S ^a = LITE __ -� -5 z z -a WIDTH x HT. x x x 3 x x x 3 WIDTH x HT. a X a y WIDTH x HT. O O O O WIDTH x �• o O x x O O x x 25.50 x 79.75 5 21 7 4 2 3 1 47.75 x 79.75 41 3 6 14 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 h 4 2 83.75 5 2 7 1412 3 83.7 5 4 7 4 2 3 83.76 4 1 4 1 83.75 4 2§ 4 2 87.75 5 2 7 1412 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.76 4 2 tr 4 2 tY 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91,76 4 1 4 1 91.75 4 2 0 4 2 0 95.75 6 2 7 1412 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4121 4 2 27.50 x 79.75 5 2 7 412 3 51.76 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12,75 x 79.75 4 2 Q, 4 2 LL 83.76 5 2 7 1412 3 83.76 5 4 7 4 2 3 83.76 4 2 4 2 83.75 4 2 -4 4 2 W 87.75 5 2 7 1412 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 91.75 6 2 7 1412 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75'4 2 Fa.. 4 2 r 95.75 6 2 7 412 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 20 4 2 2 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL W 4 2 W 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 W 4 2 W 87.75 6 2 8 4 2 5 87.76 5 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 F 4 2 F 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 a 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.76 4 2 4 2 95.75 4131 d 4 2 d 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75.4 3 Ca 4 2 0 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3=. 4 2= 87.76 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 z 4 2 Lu 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 � 4 2 � 95.76 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 2 4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.76 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 y 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 Z 4 2 Z 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 a 4 2 Q 91.75 7 3 1014 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 J 4 3 LU 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 m 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.76 8 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.76 6 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 0 4 3 p Ix 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 LL 4 3 IL 91.75 7 3 1014 3 5 91.76 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 p 4 3 p 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.76 7 3 4 3 95.75 7 5 V 4 3 v 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 a 4 3 Q 83.75 6 3 8 4 3 5 83.76 8 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 87.75 7 3 10 4 3 5 87.76 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5' 4 3� 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 co 4 3 N 95.75{ 7 13 { 10 { 4 13 { 5 I { 95.75� 7 6 10 4 - 3 - 5- 9b:15 - r s -a -s - 95:7 $j 7 5 t 1 Y 13 r APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS pRODUCTRENEwED as complying with the Florida Building Code 6, 'r - -51 p. 2. 1/4" ELCO SS4 CRETE-FLEX Acceptance No :�i MASONRY ANCHORS 3.412 SCREWS (G5) Miami Dade Product Control 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 N ❑ AND 7 PERTAIN TO THE a EXAMPLE ANCHORAGE 0O p SOLUTION ON SHEET 8. t Q Cn �°` Q a C) o U) j (L c to •.. �_• w gamVal 04 • C/) 0. • .� ��• p Z• W •Z • 2 C) Ilk g a <1 W OC N LL ' Q NO �L C, ❑Q Q m mm++ Ncq p�f ONl =VmN �> a X u. oz U a o Sw p. Z~tu 4, C Y,• v o N zw a y�'' ' FLO��• 2X WOOD BUCK, NOTE 2 1 3/8" MIN. _1 3/4" 1 3/4" MIN E.D. rMIN E.Di 2X WOOD NOTE 2 3.4 KSI MIN. 3.4 KSI MIN. CONC, , BUCK, 1 X WOOD BUCK, NOTEOTE 2 2 1X WOOD BUCK, NOTE 2 ::.•_:.�' ,• r„F '' 1 `': ; : " , . �;:'; 1 3/8" TYPE 1 1 3/4" TYPE 2 3/8" MIN. �. MAX. SHIM WOOD EXT ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13 /8" 114" MAX. SHIM MIN. WOOD ANCHOR ON G—V STAGGERED CENTERS, - TYPE 2OR3, NOTE 1 '-1/4" 1/4" MAX. MAX. EXT. SHIM SHIM CONC. EXT. WOOD ANCHOR, ANCHOR NOTE 1 TYPE 2 OR 3, 1 1/4" TYPE 1 OR 2 CMU NOTE 1 DOOR HEAD (CONC) 1 3/8"TYPE 1 (CONC) ) IDE LITE HEAD WOOD 1 /4" MAX. SHIM t �1 3/4" TYPE 2 (CONC) S ( ) 3/4" + IN. E.D. w...a.w 1.0 • f CONC ANCHOR • ': ON A STAGGERED r 'T CENTERS , ''' '''" -1 3/4" MIN. E.D. NOTE 1 •''"' '% 2X WOOD EXT. 1X WOOD BUCK, —A 1.5 KSI MIN. CMU OR BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 F-CONC. ANCHOR, NOTE 1 1/4" MAX. EXT. NO1/4" MAX. SHIM J:i 1/4" MAX. SHIM 1 3/8" MIN. CONC. ANCHOR, NnTF 1 O --WOOD ANCHOR, TYPE 1 2 OR 3, EXT 1 NOTE 1 an vvvvv BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 A [_OR 3, NOTE 1 F4 lA 1 3/8" TYPE 1 1 318" MIN. '� ',.: : _. . •, •�. •.•: 13/4"TYPE 2 - 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) 1 3/4" �r 1-1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 114" MAX. SHIM C. HOR, ^1 SIDE LITE HEAD (CONC) -.-1 1 1/4" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM 1 3/8" TYPE 1 (CONC) :;: . Tel 1 3/4" TYPE 2 (CONC) :.. 1 3/4 MIN. E.D. y •r '".•' 1.5 KSI MIN. CMU OR :%' • :;� 3.4 KSI MIN. CONC. :,• • .1 314" MIN. E.D. 1 X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, A F NOTE 1 1X WOOD EXT. BUCK, NOTE 2 �1/4" MAX. SHIM 1 I 1 3/8`' MIN. �J 1 3/4" �_ 3.4 KSI MIN. CONC. LIIN. E.D. 2X WOOD SUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) •1/4" MAX, SHIM } r•^ ''`�',a' ` `N' + .'r, :; . 3/8" TYPE 1 3.4 KSI MIN. ''•;� i • j' �;'• _ ;' ,i 3/4" TYPE 2 1 314" - MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 114" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 114" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS I ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS - _WOOD, 30#.FELTPAPER_OR_MASTIC.IS-REQUIRED-BETWEEN-THE-GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PRODUCT RENEWED as complying with the FtorWa Building Code t" Acceptance No Expiration Date.. i By — Mian►i Dade Product Control CN U) 0 0o ((n a (A ° as • W g. �•.' •••• • W h •T 4—. ••yj.• �•On .�� y r' • Z :.R. • . O • U . • • � — • � �• Q •_ 4 Z UW � W Z W O 6L EL Q O 04 jx � I.L ]z a iJ Q Q , ® o� N V UZZ N h aY LL O cz z U � ...... • Nib% uj O P,�' Q a_ N fl/ 00 ----�,t a : Q • Z L J :W � N0 . p may'••. �� Zw >a a - � •Crib,' •_._._._, .•''•��.� .� n \ . — r M� AMI-BADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by 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 6@hrt•to have this product or material tested for quality assurance purposes. If this product or material fapls to perform Yn•the accepted• manner, the manufacturer will incur the expense of such testing and the AHJ may inuhediStely rr,06tt, modify, ter suspend the use of such product or material within their jurisdiction. RER reserves the AV!Zfo revoke Ns'accepianae,' if it is determined by Miami -Dade County Product Control Section that this product pZ 'jp"aterial•fail, to meet •the. requirements of the applicable building code. :""' ..... This product is approved as described herein, and has been designed to comply with the Florida Building�Code, • • • •' including the High Velocity Hurricane Zone. • • • • • • •' • • • • • • DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites'L,.MJ. •�;• APPROVAL DOCUMENT: Drawing No. 11005`-1 Rev G, titled "Alum. French Door& §idelites,�)'tnpact", shegtts• 1; through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT IndtiStri&, sigdedW sealed by' Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp will'i'tbe Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: l . Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 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 advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0629.17 and consists of this page l and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "" . . .... ...... 2) Large Missile Impact Test per FBC, TAS 201-94 • .. • : .... . • 3) Cyclic Wind Pressure Loading per FBC, TAS 203•-A4 • • `• • ` • • • • • Along with marked -up drawings and installation diagram of Aluminum ShdilgrGlass Dobrs (w/ Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing LaWilifory, I+-,-46st RepQits, No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06&20/16, all signed &.:..' sealed by Idalmis Ortega, P.E.(submitted tinder file #16-0629.17) • • • • **Goes • • • •; • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FSaMS 202-94 '. 2) Large Missile Impact Test per FBC, TAS 201-94 . • ; • • • • , 3) Cyclic Wind Pressure Loading per FBC, TAS 201•94: Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulatt&laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report 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 marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with. FBC- 214 (511 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). - L-UawS,a- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Satlex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. .... . . .... ...... G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. • • • • • • • • • • • • • • 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. fla$ccm, P.F� • • • ..... ...... . ..... 2. New Evidence submitted ' . .... .... ...... A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact', sbegts 1 through 15 of 15..: dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, siMed land seialvd by Antony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 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. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(6th edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Tshaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQU!REMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT-) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 118" AN OR HS GLASS ---\ 3/8" NOM. GLASS STACK DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 - 4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE A: Min. Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Embedment or Metal Thickness 1/4" Elco UltraConS All Concrete (min. 2.85 ks1) 1-3/4" 1-318" 1 F =155 ksi, F„=177 ksl Jamb I Hollow Block (ASTM C90) 1 1-3/4" 1-1/4" 2 114" 410 SS Elco CreteFlex® All Concrete (min. 3.35 ksl) 1-3/4" 1-3/4" Jamb Hollow Block ASTM C90 1-3/4" 1-1/4" All Southem Pine (SG = 0.65) 1" 1-3/8" F =127.4 ksi, Fv 189.7 ksi 3 #12 Steel SMS (Gr. 5) All Southern Pine (SG = 0.55) 9/16" 1-3/8" All 6063-T5 Aluminum 318" 1/8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES / STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 oAISC 360-10 .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 1/2" GLASS BITE EXTERIOR 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED a EXTERIOR 7/16" NOM. GLASS STACK 1/2" GLASS BITE 7/16" LAMI NOM. GLASS TYPE C, (PVB1), GLASS TYPE D, (PVB2) GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY ........ 7-13 INSTALLATION .................14-15 13/16" NOM. GLASS STACK 1/8" HS GLASS 1/4" AIR SPACE 3/16" TP GLASS � �— 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 1/2" GLASS BITE Ja EXTERIOR 13/16" LAMI IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. IS s+600yi g vrltfi' l7a w A�Urre Ne pate ` E Zn2V_- c F) REORGANIZED SHEETS AND y UPDATED TO FBC 2017, ADDED TABLE A & ALUM. SUBSTRATE. - JR - 04/10/17 • • w• �•.v>i=-•� CV C7 W � •�. gab p •'.��"� d •Q • •�. � n > • aaDp • •(� N • z•�w : O IL ..= W o ® Fx vi xa U C06r- Z W uMDJ H .-� +�W E J �Ma •ofv> a• W ••• � ca (n � u_ O it < co 0 7aa45 ® N O Q mrj 0 Z U � Q W z atoas O LL Q J w � W O 0 U O LL z LL aU -asap sales LYIV/y�'%,. _ * �No. 58705 ATE F�' �LORIOP • • •\�� S1ONAL rc�G /11rrllli W A. LYNN MILLER, P.E. P.E.# 58705 e TABI F 1 TABLE 3: DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 1 91 3/4" 80 - 95 3/4' 30 37 1/2" g° 71 3/4 +75.0 i -75.0 +75.0' -75.0 +75.0 -75.0 75.0 -75.0 75.0 -75.0 TABLE 22 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 314" 80 - 95 3/4" A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.61 L67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.6-66.6 +63.1 -63.1 , C, D OR E Fa - 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMB NED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE _ +75 / -75 PSF OVERALL DESIGN PRESSURE _ +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE _ +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE _ +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 314" 80 - 95 3/4" 2p 251/2" 40 47 34' +58.6 -58.6 +56.4 -65.4 +52.4 i -52.4 +49.8 -49.8 +47.4 -47.4 27112" 51 34' +54.9 -54.9 +51,8 -51.8 +49.0 1 -49.0 +46.5 € -46.5 +44.3 -44.3 29112" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 46.1 +43.8 's -43.8 +41.6 -41.6 26 31 112" 5° 59 3/4" +49.0 1 -49.0 +46.2 -46.2 =+43..6 41.4 `:, -41.4 +3R3 -39.3 28 33112" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1: -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 30 371/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 80- 95 3/4" A, B, E OR E D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 1 -61.9 +59.0 -59.0 21 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 314" +52.9 -52.9 +49.9 -49.9 +47.2 -47. +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35. -35.2 +35.2 ; -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34 00 +34.0 1 -34.0 +34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) MoDUL' f REVISED as empbiffig wit4 the FkNia b"Fig Code Acm*am No 1 - Q> b C F.xpkv*w Date Z2_ G) NO CHANGES THIS SHEET. - JR - 04/10/17 ...." W ..�. N s- � Y .y)• t7 gab • •..�a o .Mj. o •Uj • •.�.F_ INcr ..(.0 � .. ice, � . Clag C).vl �► Lit_ Cl • a • • er•- • .•It.s _j ":i • 70 umoi La • LL4 � 0. 2 W OIV q••• • J • qMq �.W .•r. >w $ ... cl) ca IL O c' N 0 W aaa45 N U Vi Z = cn Z w Q W IY 91ODS a. o LL z Z -1 w O a o 0 aprj -saq sauas LYNN 41 ., * No.58705 '•.�LORIOP'.•' S c IONAL,V . A. LYNN MILLER, P.E. P.E.# 58705 3 40 EXTERIOR l0===> INTERIOR EXTERIOR INTERIOR 10 1 2 rltonC r "vEW as a+wptylaQ vvNY tie Fleei* AccMd_._e No � o � t Fs Date-�4I22 �u �r►� rbodw c.=ad � G) NO CHANGES THIS SHEET. - JR - 04/10/17 a 04 w ..�.. � . {Y9• �,aa .S�•M :••� J.O. O O:B:o iK W u,eo�a �oN r W �...u. J HMO W � LL O � M rn LYNN �� '��.'.•' viceasF ••!ll� * No. 58705 '••"LORiOP ••� \� ZONAL G A. LYNN MILLER, P.E. P.E.# 58705 SPACING, SAME AS 3/4^ JAMB ANCHOR SPACING 67 (SEE SHEETS 7, 8 AND 9) MAX. SL FRAME WIDTH SEE NOTE 3'(29 D O THIS SHEET 62 SL SECT. E-E 62 66 HORIZ. (DOOR W/SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS. REINFORCEMENT MAX. SL FRAME WIDTH{ NOT REQUIRED FOR STAND-ALONE'O' J MAX. `I f DLO —1 SL SECT. F-F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 'X' AND XX DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH 12 - 4.079 HFIGHT- DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP W AND 'XX' DOORS BY 314" WHEN ASSEMBLED TO MAKE'XO','OX','OXO"XXO','OXX' AND •O: CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O', 'X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2. FRODUCfREVEM as wwplylrg with the Fleridk K "at CO& AoeeptaUt No� G� � %', 0 iEriri m*o Date$ ?�2 i�tattF� >�rt G) NO CHANGES THIS SHEET. - y JR - 04/10/17 a a • •� • '••�i•' 04 (� �• 0• 0 •Aa8 • �• ••�• •p• '••ad o .�. . '^ l-) •..1'•i• la l ii WS 0 ' ••2 J �• a i�oLL C•' •iiPG •� t- W 1a& Ussi WUm cO•�O J oNq••4••W JMQ J o rn• • p r- U) LL O Z O ® 04 p ,aa45 � p U UJ U J Q W H J O LL Z Ir O O U J Q Q = LL Gil!1 saQ sauas LICENSE * No.58705 IS 72' 4 ' poi � tTE !F • �` � � �'•. CORIOP •'' �� O -A ti . A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 6Q300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP _187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 179MA FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8.32 X .500 PH. FL. MS - S.S. W/SILICONE PATCH 8 995 70995 GASKET(BETWEEN THRESHOLD & FRAME JAMB 9 996 70M GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 11670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .085 0 THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 @ THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER .140 @ THRESHOLD, OPTIONAL 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP..Q-LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061-75 23 1140 78X112PSAT S #8 X 1.500 PH SO A 17S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 71OX34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187X.300 HIGH 30 910D 6910 IDOOR PANEL, TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.U5 PH. FL. SMS 34 913A 6M78M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 36 9W 7990NUTA 5116-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. QNACTIVE PANEL ONLY 42 1145 76X12FPAW #6 X _500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG QNACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 964B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE 53 1118 71OX34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 71OX34PFA #10 X.750 PH FL SMS 60 920D 169MD SIDEUTE HEADER 61 9210 6921 SIDEL ITE SILL 62 916B 60381 SIDEUTE JAMB 63 1155 781 PQA #8 X 1.000 QUAD PN. SMS 64 9W 7998 HEAD GASKETS STOCKING #70998) 65 999 7999 SILL GASKETS STOCKING #70999 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/37 X 1/4' X 1' W/PSA 71 71267K SETTING BLOCK, 1/16" X 1/2' X 1- W/PSA 72 4222A 64222 BEAD, 7/19' 73 988 6988 BEAD, 3/8- 74 988 IG BEAD 92 986 IBM6 BEAD, INTERIOR 93 1224 16TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLA2ING SILICONE, DOW 899 OR 9B3 95 GLASS, 3/8- LAMI -11W A, .90 PVB, 3/16" HS 96 GLASS, 318- LAW -1/8- HS, .90 PVB, 3/16" HS 97 GLASS, 7116" LAM[ - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7116" LAM] - 3116" HS, .90 PVB, 3116" HS 102 11006A 141106A JACETAL SPACER .295 @ THRESHOLD, OPTIONAL 103 OFF -THE SHELF I DEAD BOLT LOCK, MIN 1' THROW, GR 3 STEEL 104 OFF -THE SHELF HANDLE/LATCH ASSEMBLY, MIN 7/16' THROW GR 3 STEEL I I tMb ;7 1 (-1 % Zb, ZU, bb-b% bd, bU, lb-fU, t54-91 & UU-1 Ul AKt NU 1 USED AND ARE NOT PART OF THIS APPROVAL. SILICONE STRUCTURAL 1/4" NOM. POLYISOBUTYLEN WITH DESICCANT EXIT. GLASS KODISPACE 4SG TPS INT. GLASS HOT -MELT BUM STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT SUPER EXT. GLASS 81 SPACER®NXTT' INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. BUTYL & DESICCANT FOAM D U RAS EA0 EXT_ GLASS 82 SPACER POLYIF" BUTYLE SE ROLL -FORME STAINLESS STEE EXT. GLASS —INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 63 XL EDGETM SPACER INT. GLASS Part # Description Material 80 Kommerling 4SG TIPS Spacer System See this Sheet for Materials 81 Quanex Super Spacer nXr with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 FRODUC f REWSiW us zwspljvft with tbt.. bride E4*101010 Date, 41 F) NO CHANGES THIS SHEET. - JR - 04/10/17 y a • •,,•• 04 'r - Y (7 W • • •((} •Asa 0>0 - • R• ••�• � •.�• •••if O •�• • ••J (� i••�w •(A O 0•• aD •b •T 0•(;6-1 LL co 0 W a!i? �..Z Co.,R W um ON • 9Mo J •~b•W...r�•. . h> �• >• W ••• J (n o(j LL O W 0 7aa4S ® 0 W = U H = U Q Z 4 W u) al°'S O 2 J F Q v- O W Q � 2 6 _j Q O m U apt I •asaQ Isapas ``%%J1111111/// ...... 1i i ' V%GEN v • �r�' No. 58705 Fr. 1'tORtDPP.. s � "'// 'ONAL I0N\`�� A. LYNN MILLER, P.E. P.E.# 58705 1.750 1.750 -1.750 1.750 1.480 .050 1.620 .250 i 37 WEATHER .062 i .050 STRIP CHANNEL 3.000 6063-T5 4.000 .062 4.100 .062 4.100 .062 4.100 4.675 4.675 0.375 DOOR FRAME 2.125 .125 20 JAMB 6063-T6 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE 6063-T5 6063-T5 32 6063-T5 1.500 1.578 -� { �- .363 3.655 3.111 .125 .805 •�•- -� .890 750 .050 .050 550 .683a, '6� 1.400 .050 J T 1-.050 � � • 172 TRUSS CLAMP 3/16" GLAZING BEAD 5/8" GLAZING BEAD 683 .050 6063-T6 L--� 1 O FILLER HEAD ADAPTER 34 6063-T5 74 6063-T5 %6 6063-T5 3.000 I+ 3.100 3.000 1.479 IG GLAZING BEAD 62 SL JAMB 74 6063-T5 6063-T6 1.272 1.479 .504 -� 050 5.459 .075 5.212 .830 360 6.085 .055 { O1 FRAME HEAD .075 6063-T6 4.586 OUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 A50 --"- F.079 1.489 750 2.980 2.750 I .489 .050 3.100 -� 1.000 3.000 OUTSWING THRESHOLD SL HEADER SL SILL .650� 125 11 6063-T6 6� 6063-T6 61 6063-T6 SL JAMB ADAPTER 22 TUBE MULL 6063-T6 O 6063-T5 FRO"c F REVII W as arpulybw wilo rye Fhd& twmag cak AcftWacc No ? d 6 E Date Z Mlt4W iPWr t ComW F) NO CHANGES THIS SHEET. - JR y 04/10/17 ••e• N t/ • o +gyp• �••�v o .�. . �• • CccTC) i�LL c•� a,^ •� ••ot�bb ['' J •- • umaj N • LL! • LL4 �fC W ° N . W�•••�•• J • 0MQ •.I > to >• w ... 0 0. . $ . � Z .... Ve p Ln Irl- (1) Ckd LL of co Ci Q 7aa4S co (n = F- U CID Z Q W Z O ai°DS o u j O_ U Q W O aq�l �saQ sauaS LYNIV %. * No.58705 s S7,,0NAL EN�'��• rIrrrrll10 A. LYNN MILLER, P.E. P.E.# 58705 TAR[ F 5, " X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2, CONC LOAD ZONES aco m ¢ 7 X b J a w X I i i U ■ i J a m 25 a X i x MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 1 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 j 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 I 2 6 2 4 i 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 i 2 5 2 4 i 2 6 2 4 2 6 2 4 2 6 2 4 2 31.50 79.75 83.75 87.75 91.75 95.75 5 2 4 i 2 6 2 4 2 6 2 4 2 6 2 4 ! 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 i 3 6 3 4 ! 3 7 3 4 ! 3 7 3 4 ! 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 ! 3 6 3 4 i 3 7 3 4 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 1 3 20-7/8" MAX. O.C. MAX � 1 3 A -A 1 ' 13-1/4" MAX. j 23-1 /8" MAX. O.C. ` 84-3/8" MAX. DLO 24-9/16\ MAX. DLO \; r-Mo. \ I A -A � 3 37-1/2" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X 95-3/4" MAX. FRAME HEIGHT Q w z N m Q HEAD ZONE "C" SILL ZONE "C" �1 LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, Table 1 mobuc f R&Vfgw wifb site Fk,*. e hxwkicode aeec No 17 -D so o i xi► dnwiN Doc �Zt1 � raio�-t Ceni� F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 •••• N (� Lid 031* na . 94 o �. • a}• > aQQ n .06 • (i) Cy z S X . to •••09 o • a 1 O • a m T- OE: r• •O• i; •z c0 • •off J li! •za. • tlJ W UM -9m0 .�, •O• > r-� } -1 • • • • • LL N O �aa4S ® z V z alD�S Q W � LL O LLL J Q J Of H O U j Q r Q X o afar1 •�saQ sarlaS �•� 0111 „ „ fill,/ GAY N �. LYN � �i * No. 58705 a f5-: �cc►; A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: • XX DOORS, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 1 3 ALUM 1 2 CONC LOAD ZONES c Q to X b J J o aw xx X c d co 2 X< X o J J y 6 w x X MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91.75 95,75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 6" MAX. I I 20-7/8" MAX. O.C. 9" MAX. A -A 3 84-3/8" Mi1X. DLJDLO\�' / 24 / MA / 13-1/4" MAX. 23-118" MAX. O.C. 95-3/4" MAX. _ FRAME HEIGHT I I I I1 3 71.4V4" MAX. DOOR FRAME WIDTH IN TYP. ELEVATION OF XX CONFIGURATION HEAD � ZONE i)_ 9" HEAD--�{I Mom. ZONE "D" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD 8, SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO WOOD DESIGN PRESSURE = +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL aSEE CIRCLED VALUES ON TABLE 6. X = DENOTES ANCHOR LOCATION. 1" RODUC r REVEM is cmplyfft wiilll at nwwx I "mg C•ie �� 0 2: • O i AccWtaca No _ Esp4alw wdw sly' pr0wf cw*d F) NEW SHEET COMBINING SIZE y ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 Y 0 .�•�• • •• 0) C) •f_�:inaa •..� • 0 •.p •• 1 w o •� • •i}• a�°� ••�N • �iy t •�•• C) •••�•r LL �. ••�_j .00d6 V U) W figg• uM°i °N pip• ¢ ~ •••• Z i•••• W 7 � J JMQ Z os r --..•. V_ LL O 00 aaa4S ® cm0 rn 0 04 2 H = U Z Q LU J afD°S O U_ _j W W r U Q � 0 aq!1 •sad sauaS \\I%%IIII;,, qNIV •. ? * No. 58705 D.c� • = �� '•.11ORIDA. A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7: O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1,2, CONC LOAD ZONES f ' 1 O I iu J ¢ r O : m ' O w J ¢ i O MAX SIDE LITE FRAME WDTH FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 ! 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 I 2 4 2 4 ! 2 4 2 4 ! 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87,75 91.75 95.75 4 2 1 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 i 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 --T I 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 j 3 4 3 6 3 4 3 7 I 3 4 3 7 3 4 3 7 3 4 3 6" MAX. 23-1 /8" MAX. O.C. 17-7/8" MAX. O.C. B-B TYP. ELEVATION OF SINGLE SIDELITE, O NOTES: 95-3/4" MAX. FRAME HEIGHT uo w z O ca HEAD ZONE "E" Il SILL `I f ZONE "E" �I LOAD ZONES FOR SINGLE SIDELITE, O 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Design Pressure See Sheet 2, Table 2 rRODUC f REVIIIINID as Qa vlylsg *th ck Fuddw huxua►s Cade Acceg4mace No) - U 5"0• 0 l �• I �"- i ry l�r F) NEW SiiE6YGOMBININGrSIZE b �L�VATIOM ZONE ELMTMS AAD ANCHOR TABLES; ;.R ; ; CA Qt10/17 i•••i• • • •••• . • • • • � • •,*. .•i • N � .•. •44 If. V • LLB • �� w Off' •}. aloQ ti' N ' i . p . ' • cM c� u O J o 4F Z Z LL m o 0 -� W U® Vo zi W �a 'IN HZ � ¢ W uMo�Q oW� P > t a. w ,� O Z a-) v 0 �- c!) 015 IL O w a' N O #aa4S ® 2 I�- U Z ¢ W (1) ajo�,c � O ILLLLJ a H o U ? o v- ol a�7!1 rosaQ sal�aS `��ONY LYNt * No- 58705 �� - o � �S F� `- A. LYNN MILLER, P.E. P.E.# 58705 TART F R- xo & ox, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3 ALUM 1,2, CONIC LOAD ZONES I w c i J m o I w ! _ ( O, O i5 -JJ J 6 m X " m 2 X m O w J w i O p :JJ J 3 X m M , X MAX SIDE LITE FRAME WIDTH MAX X DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 1 2 3 5 4 2 2 4 4 1 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 j 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 j 2 4 5 4 2 2 4 4 j 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 i 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 t 3 4 6 4 2 3 4 4 j 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 5 5 4 2 2 4 4 j 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 j 3 5 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 4 2 2 4 5 1 3 5 6 4 2 3 4 5 j 3 5 6 4 2 3 4 6 1 3 5 7 4 3 3 4 6 j 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 4 7 5 6 7 4 3 3 4 36.75 1 37.50 1 79.75 83.75 87.75 91.75 1 95.75 6 i 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 j 5 5 7 4 3 3 4 7 j 5 6 7 4 3 7 j 5 6 7 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8" MAX. O.C. 6" MAX. Design Pressure 6„ Reinforced: See Sheet 2, Tables 1 & 2 MAX. 3 3 Unreinforced: I See Sheet 2, Tables 3 & 4 13-1/4" MAX. \ j NOTES: SEE TABLES 1-4, 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE \ SHEET 2 FOR DESCRIPTIONS. MAX.O.X. O.C. REINFORCEMENT \ REQUIREMENTS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. ® \ 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS \ 95-3/4" FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. 84-3/8" MAX. FOR CMU): MAX. DLO / FRAME JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND HEIGHT 23-1/8" MAX. O.C. / HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, / 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" / E-E MAX. O.C. / 4 HEAD & SILL OF SIDE LITES : 6" MAX. FROM 24-9/16" 33-5/8" CORNERS AND 24-3/4" MAX. O.C. /MAX. DLp MAX. DLO 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT / AVAILABLE SIZE. 13-1/4" MAX. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE A -A B B SHEETS 14 & 15. 3 3 36-3/4" MAX. SIDE 37-112" MAX. DOOR LITE FRAME WIDTH FRAME WIDTH 73-1/2" MAX. DOOR - SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) }-- HEAD ZON HEAD ZONE "E" - { 6" MAX. (j �-- 20-7/8" 9" MAX. -� J� SILL ZONE "D" SIL m w z 0 N m Q 6" MAX. 6" MAX. 24-3/4" L ZONE "E" LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. i3ii: 41 Qv R l EXAMPLE: XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +75 / -75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOORJAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. x = DENOTES ANCHOR LOCATION. sees F NEW Sii WQOMBINING!SdZE VATIOAS, ZdNE ELE TfMS .SAD ANCHOR TABLESy,IR-•; V10/17:eee:• • sees • • • •. . eeU•• Cat � .�•• • 0 W ? • •�• ui � O (n •Aar D_• W. .& . a10G • •}p ti • D •O • O M ..*� N O oo aF ZLLJ T- Z�CD cx UWO ow _j �8 C i LU .oN JMO _ < W - uiAwG O Wqd" 2 Ir J ti b LU �n oZo p V- U_ ca o ® rn O #aaYS U F_Z QW W aloes _j U.2 0 ILL X w Q U Q 0LL Q e!#11 �saG sauas ``j%%j011FI111 oNY LYNA14, = * NO.58705 (OX SIMILAR) A. LYNN MILLER, P.E. P.E.4# 58705 TABLE 9: OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD I 3 ALUM 1,2, CONC LOAD ZONES I - iu l U) ¢ Q i w -, _ , O j 0 1 w _ x 1 m Q O w J co a _ i O 1 , � co o T. , x MAX SIDE LITE FRAME WIDTH MAX 'k DOOR FRAME WIDTH MAXg FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 '3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 27.50 79.75 83.75 87.75 91.75 95,75 4 2 7 4 2 3 4 2 7 4 2 3 4 12 7 4 2 3 4; 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 1 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 4 13 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 i 3 8 4 2 1 5 4 3 8 4 2 5 5 3 8 4 2 5 5 i 3 1 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 1 3 8 4 2 3 5 3 8 4 2 5 5 13 8 4 2 5 6 3 10 4 3 5 6 3 10 4 3 5 36.13 35.50 79.75 83.75 87.75 91,75 95.75 6 1 4 8 4 3 5 6; 4 8 4 3 5 7 5 8 4 3 5 71,5 101 4 3 5 7 15 101 4 3 5 36.75 37.50 79.75 83.75 87.75 91,75 95.75 6 4 8 1 4 3 5 6 4 8 1 4 3 5 7 15 10 4 3 1 5 7 5 101 4 3 5 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LI I t I0 BE DETERMINED INDEPENDENTLY. 6" MAX. 23-1 /8" MAX. O.C. m w z O m 20-7/8" MAX. O.C. 6" MAX. I 36-3/4" MAX. SIDE LITE FRAME WIDTH 37-1/2" MAX. DOOR FRAME WIDTH 6"MAX. �+- 6 MAX. 24-3/4" MAX. O.C. TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD ZONE "E" NE ZONED"F" ZONE "E" / SILL ZONE" E• ZONEL F" ZONEL E" LOAD ZONES FOR OXO CONFIGURATION 95-3/4" MAX. FRAME HEIGHT NOTES: Design Pressure Reinforced: WA Unreinibrced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 0 14 & 15. m 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A 3 SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. FRODUC f ltll yoM w amploft "m at Motor Accept&acc IVo Cwh>*r Qaec Z >�,• t SLR., Aft a ' i1�dr i ,•.: 1�` C F)?4EW SkIMr,OMBININGSJZE y :--Lt<VATIONS, ZONE ELEVATIONS o, OPIND ANCHOR TABLES.• JR - • 04/10/17 • . :. •. •: .... C-4 .... •(a • • •••Z•O �• naa D •�.• ti • 5 • gw Q i a;DQ r70 - . . co O c,) • • 15 rc (4 O 0-1 Op aF 2 Z Z co ®� J �e UW o U W = Q W u.eolq I- J NON o >� $ W o rn Z .r p 06 IL O � r O�aaNS 04 N U Z Q Z W J Q aro�s J LL 0 LL t j w � 0 0 L J O Q O U al�ll •asaq sauaS LYN * No. 58705 ,per•. s �COR40P.•' 10NAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10: " XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONIC LOAD ZONES - g ¢ < O w J J Q w _ O Q -CO Q X J co o w x - J ( o w = X IW = co III Q 1 O 1 J _J ¢ w 0 = Q m a X , , J! J ( co o o w! w x l x MAX SIDE LITE FRAME WIDTH MAX WC DOOR FRAME WIDTH M FRAME HEIGHT 10,75 47.75 79.75 83.75 87.75 91.75 95.75 1 4 2 4 1 3 6 4 2 4 2! 3 4 2 5 4 7 4 2 4 2! 3 4 2 5 4 7 4 2 1 4 2 3 4 2 5 4 7 4 2 1 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4! 2 4 2 3 4 2 5 4 7 4 2 4 2 1 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4! 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 5 4 7 4 2 4 2! 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 3 6 4 8 4 2 4 3! 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 i 3 4 3 5 5 8 4 2 4 2 E 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 i 3 5 3 6 5 8 4 2 4 3! 5 5 3 6 5 8 4 j 2 4 3! 5 6 3 6 5 8 4€ 3 4 3 5 F6 3 7 6 10 4 3 4 3! 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 1 5 7 5 6 5 8 4 3 4 3 i 5 7 5 7 6 10 4 3 4 3 5 r 7 5 7 6 10 4 3 4 3 1 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 j 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 1 6 10 4 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8" MAX. O.C. 6" MAX. I I 4 9" MAX A -A I I 3 I Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 24-3/4" MAX. O.C. Unreinforced: See Sheet 2, Tables 3 & 4 SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 641,3/8" / MAX. 40 / / E4 / 24-9/16\ 33-5/8" MAX. DLO\ / MAX. DLO 6" MAX. 23-118" MAX. DLO 95-3/4" _ MAX. FRAME HEIGHT A -A B-B 3 3 71-3/4" MAX. DOOR FRAME WIDTH SIDE " MAX. SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) UtAM "�Am ucAM nrr,v ZONE "D" ncnu ZONE "F" I ncnu ZONE "E" Q / \ w / \ N / \ m \ SILL ZONE "D" ZONEL I F" ZONE"E" LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL m CENTERS AND 20-7/8" MAX. O.C. z HEAD & SILL OF SIDE LITES: 6" MAX. FROM O CORNERS AND 24-314" MAX. O.C. N 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT QAVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. FRODUC r RnTm 4$ canpw" wink the F)Od& h%Wat (tads Aceept�setlVe 1 - O . b F- irwLw Effete-lal�-2 . 1s4. 1. -W Pmdmct Cos" c F)?IEW SkIt_tMOMBINING%ZE y MvATIQ106, ZONE ELEVATIONS *AND ANCHOR TABLES t0 - • 404J10/17 �•••�• • • •za 1tl ••• L • �N : •9S w c- M ••(DIt Cn O -1O ° LL 0 r= Z w TZ Ito w 'l N uMo a WU 00 � a w -ON aw M �a ti d a w lA O Z p) U CI V_ U_ O 06 Ix CV to ® O(1) "I's C o a = U w Z Z Q w O O w 0 U `, 4; X spit •asaa sauaS i ` * LYAfAf No.58705 `A•. �� l O STA O ' OR I S N . ZONAL `E ��.. A. LYNN MILLER, P.E. REA 58705 TAM F11- • OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 1 3 ALUM 1 2, CONC LOAD ZONES ■ m 2 Q O w I� J_ I co ! Q Ui = � O IX J w _ m 2 � O 18 w J J d w X X MAX SIDE LITE FRAME WIDTH MAX W( DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 6 4 1 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 1 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3' 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3! 8 4 3 5 6 3 10 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4I8 4 3 5 7 5 8 4 3 5 7 5 1.10 4 3 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4; 8 4 3 5 6 41 9 4 3 5 7 5 9 4 3 5 7 5 10 4 3 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SID ITE TO BE DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 9" MAX. 9" MAX. 6" 9" MAX. 24 314" MAX. O.C. 6" MAX. MAX. � �- 3 23-1/8" MAX. O.C. _F_ - 23-118" m w z 0 m 9'. 9" MAX. 20-718" MAX' 24-3/4" SILL SILL 6" MAX. SIL 1_27ZONE"E" ZONE F"11 SILL ZONEI"E" ZONE "F" / ® \ SEE TABLES 1 4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 84-3/8" MAX. DLO \ / 24-9/16X / 33-5/8" MAX. DLO\ / MAX. DLO B-B A -A 3 3 36-3/4" MAX. SIDE 71-314" MAX. DOOR FRAME WIDTH No LITE FRAME WIDTH 143-3/4' MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION HEAD HEAD HEAD HEAD -ZONE "E" ZONE "F" ZONE "F" ZONE "E"� 6" MAX. 1 \ LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE m w z O co Q 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. X = DENOTES ANCHOR LOCATION. r XEVIM t11 m.mpif n wk% thr FlE ddi bemliftemb N, E -a 51 0 I Espk pate-•��22 WwW grdr ... Mct iCetod c F)%IEW SAt:]'GOMBINING'$IZE VLEVATIOroS, ZONE ELEVATKYNS •Mfl) ANCHOR TABLES!,- "il0/17 • • • • •••• • • • • ..z.. N •i•10 1L1 si CD nab . W w. 4 .a o � �••oo o U) • Ur•N •� O M ••�� CA � W _O z LU � �e U U o .ON 9M0 W co a W UMOJQ O _j > ( W to O Z U p Irl ,5 LL O D_ CM � 0CD }aa4S ® = U Z ataaS Q W J 0 U_ w w 0 o a O al}!1 asaQ sa��aS ,,11111111///� ONY LYNAl �ICENSF *, No.58705 s F7':'�cv, 10NAL ,Ill►1111 00 A. LYNN MILLER, P.E. P.E.# 58705 • EDGE DISTANCE EDGE SEE TABLE �DISTANCEIA 2X WOOD EDGE DISTANCE BUCK, NOTE 1 A, SHEET 1 1X WOOD 9 EMBEDMENT SEE TABLE BUCK, NOTE 1 A, SHEET 1 EMBEDMENT 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM SEE TABLE SEE TABLE flffA, SHEET i A, SHEET 1 DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) EMBEDMENT � EMBEDMENT 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE t Mill 1t STAGGERED STAGGERED STAGGERED ANCHORS ANCHORS SEE TABLE ANCHORS A, SHEET 1 .z 2X WOOD 1X WOOD SEE TABLE BUCK, NOTE 1 BUCK, NOTE 1 A, SHEET 1 DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1/4" MAX. SHIM [-1/4" MAX. 1/4" MAX. SHIM SEE TABLE SEE TABLE ;' z::-��%h .•„ AA, SHEET 1 , SHEET 1 • Sri 4.. EMBEDMENT EMBEDMENT I 4,2X I+ EDGE DISTANCE WOOD--►-�-- EDGE DISTANCE EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) DOOR SILL (GONG) DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) rmuuc FU EVNM vs ooaq*iag wits de Fled & �i+�g Cede Aceeptraee tvo � 7- � 1i .0 i lE* a es Date IKt. ai PMt frafmd Cie F)4CLARIE11Eg%TAILS, ADDED AI!UMINUM!'- JR- 04/101101A •••• • • Cy •a. Vr •pJ .. Z.. � • • ri •� O i••�4 O •Q • •i'•ti • �� aI°Q •Q• • • •a 0 c,) • • t,•� ct) O _a z c "_ T � W � 2 W r ® (1)�8 ON �MQ 4 W U co W UM °1Q Owe > q LLJ `1 Z rn U a � � U) J lL O 0 � O W aaa4S l: U Z a�°'s QW H z o LL o U = Q O O OLL a��1 asap sa��aS .�`'o pNY .LYNN�;''% *. No.58705 F3 tu; NAL / `E �� A. LYNN MILLER, P.E. P.E.# 58705 u SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A, SHEET 1 EDGE DISTANCE BUCK, NOTE 1 " EMBEDMENT SEE TABLE A, SHEET 1 .. '.a o EMBEDMENT IX WOOD 1!4" MAX. SHIM BUCK, 1/4" MAX. SWIM NOTE 1 1/4" MAX. SHIM SEE TABLE SEE TABLE SEE TABLE A,SHEET1 A,SHEET1 A, SHEET 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) SEE TABLE • EMBEDMENT EMBEDMENT A,SHEET1 1/4" MAX. SHIM 114" MAX. SHIM 1/4" MAX. SHIM SEE TABLE EDGE DISTANCE EDGE DISTANCE JEDGE DISTANCE A, SHEET 1 SEE TABLE SEE TABLE A,SHEET1 ? A, SHEET 1 SEE TABLE A, SHEET 1 ah, 2X WOOD BUCK, NOTE 1 1 X WOOD BUCK, NOTE 1 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1/4" MAX. SHIM 1/4" MAX. SHIM 1 X WOOD BUCK, NOTE 1 1/4" MAX. SHIM SEE TABLE A,SHEET1 EMBEDMENT SEE TABLE Q A, SHEET 1 EMBEDMENT 2X WOOD ' EDGE DISTANCE BUCK, NOTE 1 EDGE DISTANCE -��— SIDE LITE SILL (WOOD) EDGE DISTANCESIDE LITE SILL (GONG) SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350.PS1 MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) f}Roftc !f' iitEvmm a a iry wilb at nod & Ong Qua 0 `L 0 I �spirai3�e ip.tt z Z62. F)tLARir,It=FTAILS, ADcw y :*UMINUM.•- JR'- 04/10"7• • • • ••• • . - •••••• •s•• • • fV •:• w ..Z.• _ 4 • F-AOw _co a#OQ h Z•N • o m .. Z Lt � n = 2 W _o r- _ L - F8 cn WV 0 _ ¢ 1- 0 W UMDJQ -ON O W aw0 > v W C) co ca J U- O w iL) O 0 taayS 04 ® N O U Z Q Z W LLO � W J O U a r _j Q CA 6 LL alail •�sa4 sar�as `��Illtiltr/// aNY LYNM * No. 58705 O ptORION.•• // j TONAL E�G rIIIIII A. LYNN MILLER, P.E. P.E.# 58705 MIAMP MIAMI—DADE COUNTY, FLORIDA •bWA;QW PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 261° Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.miamldede.upyZ er PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA —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 Count Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade Coapwykreservg • • • • • the right to have this product or material tested for quality assurance purposes. If14ris product.gr.Inaterial fails to perform in the accepted manner, the manufacturer will incur the expense of.%w46testing'and t1le AH.1...:. may immediately revoke, modify, or suspend the use of such product or materiaLwdfhin their jurisdictions • PERA reserves the right to revoke this acceptance, if it is determined by Miami►-Rn4e CoyVtX:Pxoduci • Control Section that this product or material fails to meet the requirements of the a;0tLVble building code. ":". This product is approved as described herein, and has been designed to comply OA*f ftk Floni1a.BwildinC •: • • Code, including the High Velocity Hurricane Zone. ' • O'• • * DESCRIIPTION: Series "HR-710" Aluminum Horizontal Sliding Window — C W.L: • . • • • • : • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Kollef IJVindow, Impact',:.. •.: sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 16717/LO11, pX;pjted by • PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distr' o a vailable for inspection at the job site at the request of the Building Official. Th' ev No. 114630.02 and consists of this page 1, evidence pages E-1, E--2 and E-3, as we 1 ov 1 oc nt mentioned above. Th d cu tation was reviewed by Jaime D. Gascon, P. E. ,(p5 NOA No. 11-1114.04 • C, tvn 2 $ tti Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 ...... 2) Cyclic Wind Pressure Loading per FBC, 3:AS203-94 • •' • ' •' •:' Along with marked -up drawings and installation diagrg" . q ' XO ; algmin ; ; horizontal sliding window, prepared by Fenestration Testing taboratory,.Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed -by Car�gp� � �nd Rioa • P. E. .... ..... (Submitted un der NOA No. 0 7- 0815.09) ��••• ••�•� .. .... ...... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-SR.... .' 2) Uniform Static Air Pressure Test, Loadingper ABC TAy .?Q2-94• • • • � • 3) Water Resistance Test, per FBC, TAS 20Z-94'. :....: 4) Large Missile Impact Test per FBC, TAS A144 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) .. • . • • •••• •••••• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuP* * O * •eNemouys & C*00000 p., • Inc. for their "DuPont Butacite® PVB Interlayer" dated. A9/08/11, expiring W * * : .... 12/11/16. •..• . . ..... 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Idd:T61 their "Satlex HF" Glass Interlayer" dated 04/17/2008, expiring on 04/17/201 • • •. • • • • •... • • • . . . . ...... F. STATEMENTS ; - - - - - • 1. Statement letter of conformance and compliance with the FIX-2007 (WitR'the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Ant; ny Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No.11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Garcon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date; February 16, 2012 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. 0960 . . .... ...... ...... .. . ...... ...... . . ..... .. .. .... ...... .. .. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300r02. 4. ANCHORAGE: THE 331/30/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NON. 04-0721.01. 03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL CT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ZONE (HVHZ). 9. MR INMALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. � 1 U" ► , CODE C JADD FTL-8330 TO NOTES 7 B CHG. NOTE 8 TO CURRENT EDIT, F.K. 1 2&W6 0 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 GENERAL NOTES _ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visit' Bey' ! —HR710 I NTS ! ~ 1 a 11 I --.,_ 412710 E NOA DRAWING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRESSURES.....'3 ELEVATIONS .............. '.'.... 4 VERT. SECTIONS....'...';.'S HORIZ. SECTIONS.. * 5 PARTS LIST.. 6 EXTRUSIONS .................... 7 CORNER DETAIL.........R... ANCHORAGE.......... � . 8-11 PRODUCT REVISED as complying with the Florida Building Cock h. Acceptance No "' ! MUM �r 110.58705 6A. w OF �XN, FLORIOP•'��; A. LYNR, P.E. P.E.# 58705 (E�-j � ,�5)0 1� 11 ,�50 53 I I 1/2" NOM. U GLASS BITE 51)— 1 1/, �--(60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 55 I I A GLASSS BITE 51)- 1 11 j �- 63,64,65 59 52 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3116" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI <�] EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS T 50 1/2" NOM. GLASS BITE f 72,73,74,75,76,7 , 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. 1=1 [c^'i J.J. 10117111 E INO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1529 NOKOMIS, FL 34274 -- GLAZING DETAILS J.R. 6120111 RvAlbw D ADDED IG CAP TO BE TEMPERED 0 +30FT NOTE. 7M ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K : 4115107 C NO CHANGE THIS SHEET Visibly Better HR710 FWI 81 2 2 « 91 °i"�M° 4t27-10 �' E I *I Br. F.K. Dab: 2/28/n8 J.1 osa 3/23/OB PRODUCT REVISED as complying wide tho Florida Auilding Coda Ava,plance No 499 Data r—y— MiimuW c Dade Pmduct Con 58705 r iJl.� w x S-T i0, FLOR�.S'•'�C�\� /ll \\\ A. LYNVIQI k1 R, P.E. P.E.# 58705 ... . . . ...... ..... . ..... . ..... . .... . . ...... .. . . TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 .60. 0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +64.6 -54.6 +51. 7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 1 -59.5 +53.6 -53.6 1 +50.9 -50.9 UP TO 111 C,! +60.0 -60.0 II UP TO 111"I J,K,L' 1 1 +75.0 1 -75.0 1 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7116" A,B,C, G, H, I +60.0 -60.0 TO 86 7/16" D, E, F, J, K, L +75.0 -75.0 A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ...... .... TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 5/8" 64" 6W 63" WIDTH TYPE 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r>tonvr, r PX-vlsEn as complying with the Florida 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 1 .68.1 +63.8 -63.8 1 1 Building Code Acceptance Not Fu-P TO 74" C' D' E' F' +75.0 -75.0 I,J, K, L MiamIDfldaPtn uctcbntro GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13116" LAMI 1G-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) \\�� YNN `� �.� •M�� ' D. 7/16" LAMI - (3/16" A. .090, 3/16" A) J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) r: E. 7/16" LAMI - (3/16" A. .090, 3/16" HS) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) lyo. 58705 F. 7/16 LAMI - (3/16 HS, .090, 3/16HS) L 13/16 LAMI IG-1/8 OR 3/16"A (MIN.), 3/16 OR 1/4 SPACE, 7116 LAMI - (3/16 HS, .090, 3/16 HS) : �, ; ` ; °� '•. 1 j£ Of �� %O," ' •. • , PLOR01- ��'��SS/pN AL ,answer. J.J. DoW 10/17/11 PAWOM, E NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275Rff -'-R o DESIGN PRESSURES D ADDED IG CAP TO BE TEMPERED +30FT NOTE. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �R. , a&20N1 F.K. �4f15W C ADD INTEGRAL FIN OPTION A UPDATE ASTM E 1300-02 DPe P.O. SOx 1528 NOKOMI8, FL 34274 ��`' A. LYiVPV KAItLE�, .E. Visibly Bemr SWIMPI om a en..c tk.rrw Ha n.r � o' F.K. o.w. 2/ZB/08 J. J.J. 3/2�061 HR710 NITS 3 d 11 4127-10 E' P.E.# 58705 see*** ..... •0000 '. • *Go**: •0*0 ...... • • • • •09 i F B 77 VA" MAX. DLO 54 5/16" MAX. DLO FIXED VENT l.T}Y ice• vo y r X O X 110" MAX. WIDTH I.F. FRAME =—I F+---- 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 8/16" MAX. 33 8/16" MAX. DLO FIXED C� DLO VENT A A 57 3/8" MAX. MAX. DLO ALL DLO ALL FIXED VENTS LITES fit" MAX. I.F. FRAME O I X ALL CONFIG. 111 I 111 1 I I B 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" 27 3/8" �+ 85 7/16" MAX. WIDTH I.F. FRAME---�I 6 7/16" MAX. WIDTH FLANGE FRAME �, DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1 SEALANT OR GASKET AT HEAD AND SILL 15 15 I.F. FRAME PRODUCT REVISED as complying with the Florida Building Code Acceptance No �.0+ Exult Da �` Miami Dade Product Control 13 FLANGE FRAME j 0Oa.� IYNN + 73" MAX. WIDTH I.F. FRAME -�-I VIEW D-D �� ' •. 74" MAX. WIDTH FLANGE FRAME 58705 DETAIL A - OX OR XO (FRAME CORNER CONSTRUCTION) XOtST a____ J.J. 10/17/11 E NO CHANGE THIS SHEET °ion` O ��Anwar. NOWOF T ELEVATiONs 1070 TECHNOLOGY DRIVE FLOR1aQ. J.R� 81Ta11 D ivo C1 CsE THIS F SHEET DIMENSIONS NOKOMIS, FL 3427EGRA5 ALUM. HORIZONTAL ROLLER WINDOW IMPACT '/SS//ON A - F.IG 11W7 a C CON$7RiiCT/ON Al SHT • P.ONOKO. BOX FL 34274 jl/s( ly A"M"w0 a°'k One rNa obc A. LYN�III�IIL W P.E. F.K. 2/2$Xl8 J.J. :,V23V06 HR710 NT$ 4 a 11 4127-10 E P.E.# 58705 K-11t] MAX. HEIGHT FLANGE FRAME INTERIOR -� 37 32 36 U22 I MAX. VENT DLOMAX. FIXED DLO�— MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION 13-13 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �+ MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VENT DLO PRODUCT REVISED as complying, wid► die Florida Bui'td rW Code Acceptance No 13.x i Dat r ,Miami Dade Product Control 16 13 CA 1 Cr%iUr% 11f1111 N.1 UNN ` �'�• ��GENSF 'p /�� 10 SECTION C-C 42 SILL _ * No.58705 HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) G�tSTA"'7E0 �� w GatR F J.J. 10/17/11 E NO CHANGE THIS SHEET SECTIONS ,,I ' •. , A-1 J.R,?1 D NO CHANGE THl3 SHEET 1070 TECHNOLOGY DRIVE t � ASS/ NOKOMIS, FL 34275 i PAW" T- ftvwBr. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��, ONA1- F.1G 4/?6/07 C ADD INTEGRAL FIN FRAME ITEMS 41 42AND 43 AND VIEWS. P•O• BOx 1529 NOKOMIS, FL 34274 Yislbly Barer 1c; a rodN ` aa...r a.wrePr 1°"` A. LYNN ULLIER, P.E. onw F.K.�" �" HR71tT F%If 5 d l i 4927-90 E P.E.# 58705 .K. 2/2S/08 J.J. 3/23/OB .0000 ...... 00 14 EM DWG# IREV DESCRIPTION MAT'L PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237• 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 3 # 8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 IFLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAMEJAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 1.6 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-TS AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETING RAIL 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899,995 OR DIVALENT 51 1224 jVfNYL GLAZING BEAD BULB (THICK 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB 9WO 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W/GRILL KIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD - 7/ 16" 6063-T5 AL 64222 56 985 C I GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI 1/8" A, .090 PVB,1/8" A 61 115/16" LAMI 1/8" A, .090 PVB,1/8" HS) 62 it5/16" LAMI I/8" HS, .090 PVB,1/8" HS 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS 65 7/ 16' LAMI (3/16" HS, .090 PVB, 3/16" HS) ITFAI DWC1 REVI DESCRIPTION I MAIL j PG-N 66 GLASS 13/16" LAMI IG-1/8"A (MIN.), 3/8"AIR SPACES 5/16" LAMI (1/8"A, .090 PVB, 1/8"A 67 13/16" LAMI IG-1/8"A(MIN.),3/8" AIRSPACE, 5/16" LAMI 1/8"A .090PVB,1/8"HS 68 13/16" LAMI IG-1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI 1/8"HS, .090 PVB, 1/8"HS 69 13/16" LAMI IG-3/16"A (MIN.), 5116" AIR SPACE, 5/16" LAMI 1/8"A, .090 PVB,1/8"A 70 13/16" LAMIIG-3/I6"A (MIN.), 5/16"AIRSPAC 5/16" LAMI 1/8"A,.090PVB, 1/8"HS 71 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS 72 13/16" LAM11G-1/8"A (MIN.), 1/4" AIR SPACF, 7/16" LAMI. 3/16"A, .090 PVB, 3/16"A) 73 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAM] (3/16"A, .090 PVB, 3/16"HS 74 If 13116" LAMI 1G-1/8"A MIN.),1/V AIR SPACFy 7/16" LAMI 3/16"HS, .090 PVB, 3/16"HS 75 13/16" LAMI IG-3/16"A(MIN.),3/16" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB 3/16"A 76 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"HS 77 13/16" LAMIIG-3/16"A IN.), 3/16'AIR SPACE, 7/16" LAMI(3/16'HS .090PVB,3/16'HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. • ..' 93 1073 SCREEN SPRING ST.ST. • • • • • 94 1624 1 ISCREEN SPLINE - .135 DIA. FOAM EM PVC • • • • 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC ' • • • • 96 1 ISCREEN CLOTH • • • • • La — 2.710 --� 41 I.F. FRAME HEAD #4139, 6063-T6 - -7 2.784 062 1.988 43 I.F. FRAME JAMB #4141,6063-T6 42 I.F. FRAME SILL #4140, 6063-T6 3.152 radar. J. 10/17/11 E NO CHANGE THIS SHEET 1070 TECHNOLOGY [)RIVE r T RTS LIST Re: J.R. t'I/20/11 D ADDED IN. `TO GLOSS TYPES NOKOMIS, FL 34275 �` ALUM. HORIZONTAL ROLLER WINDOW, IMPACT — F.K 411t07 C ADD ITEMS 41,42 & 43 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better arc a�at sacs a�..e � Rnc Da1i mmw. F.K. 2aaft J.J. &2YM HR710 NTS 6 a 11 4127-10 E 0 PRODUCT REVISED as complyir►K with the Florida Auiiding Code Acceptanco No D k - Mado LYNIV . ze ��1 • ��cEivsF • • Fop No. 513705 STAT OF O�S•• FCORIOP••�� S/011 I�ILI.ER1 NA`L11 A. LYNPIIP.E. P.E.# 58705 . . ••••• .uoc 1. 73 2.710—� O FLANGE FRAME HEAD #4102A, 6063-T6 III--.062 .490 O SASH STOP #4025, 6063-T5 .062 �3 349-� I 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 I .050 .678 1.01 —� ---►) 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) J.J. 1 10/17/11 1 E I NO CHANGE THIS SHEET Moll D I NO CHANGE THIS SHEET iw R•vhb W AHW7 C NO CHANGE THIS SHEET 1b: affidmdgy. D.nc ?12W6 J.J. 3/23106 i 1.� 1--2.710---1 FLANGE FRAME SILL #4136, 6063-T6 .061 .437 IF F1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 2.079 .062 1 --� 1.081 �- 32 SASH MTG. RAIL #4006D, 6063HS-T6 .050 f 678 1.096T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 52 1.187 r- FRAME SILL ADAPTER #4137, 6063-T6 1.817 711.062 �-, -403- FIXED MEETING RAIL #405413,6063HD-T6 SASH SIDE RAIL #4126, 6063-T5 .050— 678 1.11 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM16, FL 34274 Visibly Better I--1.513-� 040 1 738 111 -443-�-I -7 O SASH STOP COVER #4053, 6063-T5 �— 2.784 1.363 .062 �-- •'• 13 FLANGE FRAME JAMB .... #4002A, 6063-T6 • .050 I ML .678 1.096 -- GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 .050 f 1 w-4-1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 Ift ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I H&If 1 7 a 11 I 4127-10 I E PRODUCT UVISED as complying with the Florida Building Code Acceptanco No I 4 o Date O Asi IDadtt uct Contro /1111111 LYNN ��. VGENSE F•A �: * No.58705 STATE O �[/ �'' • FCORIDP.•''G�=� '//)NNAL � .. 1111I1 A. LYNN MILLER, P.E. P.E.# 68705 .0000 ANCHOR QUANTITIES, XOX (114-1/2-1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1 /4" ELCO SS4 CRETE-FLEX 3 - 412 STEEL SCREWS (G5) 0 2. GLASS TYPES: D FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 5/16" LAMI - 1/8" A .090 1/8" A ( ) FT, GLASS TYPES G - L SHALL HAVE A B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAM) - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/1V' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/18" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOVOW DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE,,,,, ...... HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 0* 0 0 25 3/4" MAX. FROM CORNERS. '....' JAMBS: W MAX. FROM CORNERS AND 22 1/2" MAX. O.C. ...... TABLE KEY: "•"• X 0 X �--ANCHOR QUANTITY PER JAMB � • 1+C3+4+C3+1 3 • HEAD AND SILL ANCHOR QUANTITY. •• • A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (W MIN. O.C. ANCHOR SPACING) 25 3/4" max. � [-3" MIN. 9" REF. X O X PRonvcr rcr:vIslro MTG. RAIL, TYP. as ingwitl�theFlorida BuildingCode EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AccoptancoNo� �• (SHOWN IN TABLE KEY ABOVE) o Aa iffalAwW vfamiDade Product Conu+o 25 3/4" MAX. 1 1/2" TYP. 1�3" MIN. �11111rI� " \�� pN`I LYNN 9 REF. X O X '�� . ' << , �,tCENSF '•. F,p * No.58705 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ;-o '• A` 2 I i �\ OwaWlbn - 0 . STATE IF ((� ` ANCHORAGE SPACING XOX 114-112--114 Fto Tr. ' ,��ss/. , RID P`. •�G\ `�� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '�,, ONAL �� awks0oft� Rw. � r 11 I 1 t 1 � A. LYNN MILER, RE, HR710 NTS 8 a 11 4127-10 1 E P.E.# 58705 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD &SILL m M HEAD & SILL to m g ' HEAD & SILL u� m g ¢ HEAD & SILL v� m 7- HEAD & SILL cn m 2 ' HEAD & SILL 0° M ' 53.125x 38.375 48.000 50.625 54,000 80.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+9+G2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 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+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 106.375x 38.375 48.000 50.825 54.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 31 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+G3+3+C3+1 3 1+C2+2+G2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 i+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 I11.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 R.waey.� J.J. now 10117111 RovbbrM E NO CHANGE THIS SHEET 0 TECHNOLOGY FL 34275P P.O. BOX 1529 NOKOMIS, FL 34274 DRIVE J.R. 6✓20/11 D ADDED IG CAP TO BE TEMPERED +80FT NOTE. 107NOKOMIS, F.K. W 4H5/07 ReNdwe:C;T C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AM VW&l Better o. ANCHOR QUANTITIES, XOX 113-1/3-1/3 WINDOWS T GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, C & SUBSTRATE ZONES ZONES I ZONES I ZONES ZONES ZO N NOTES: Cn co WINDOW SIZE HEAD &SILL ca HEAD &SILL M HEAD &SILL Q HEAD &SILL Q HEAD &SILL HEAD &SILL a W V Ft 48.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 21 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 50.625 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+ 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 +C2+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+ 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 50.625 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 +C2+ 1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 63.000 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60*000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2+1+C2+1 3 1+C2+1+C2+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 +C2+ 1 3 54.000 1+C2+1+C2+ 1 3 1+C2+ 1+C2+1 3 1+C2+ 1+C2+1 3 1+C2+1+C2+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C3+1+C3+1 3 66.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 48.000 1+ C2 + 1 +C2+ 1 3 1 +C2+ 1 +C2+ 1 3 1 +C 2+ 1 +C2+ 1 3 1+ C2+ 1 +C2+ 1 3 50.625 1 +C2+1 +C2+ 1 3 1 +C2+ 1+C2+ 1 3 1 +C2+1+C2+1 3 1+C2+1 +C2+ 1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 74.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+ C2+ 1 +C2+ 1 3 1 +C2+ 1 +C2+ 1 3 1 +C2+ 1+ C2+ 1 3 1 +C2 + 1 +C2+ 1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ C2+1+C2+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 66.437 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+ C3+1 3 1+C3+1+C3+1 4 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 mar: Deb. RSVWDW J.J. 10117111 E NO CHANGE THIS SHEET J.R. 6/20111 D ADDED IG CAP TO BE TEMPERED +SOFT NOTE, OIeI.: R$Vbbw F.K. 4/1SV7 C UPDATE TABLE 5, SELECT VALUES DUE TOANCHOR CAP. ADJ. 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+i 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+ 1+C2+1 2 1+C2+1+C2+1 1+ C2+ 1 +C2+ 1 3 1+ C2+ 1 +C2+ 1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1'3 1+C2+1+C2+1 1+C2+ i+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1. 1+C2+1+C2+1 3 1+C3+1+C3+1' 1+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+CS+1 1 +C2+ 1+C2+ 1 2 1+C2+ 1 +C2+ 1 l+C2+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 11+C3+1+C3+1 1+C2+1+C2+1 3 1+C3+1+C3+1 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #112 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (11W A,.090,1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3116" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (118" A,.090, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,118" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI (3116" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOV1 L%q • DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TAB61�... HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE •••••• 25 3/4" MAX. FROM CORNERS • • • • JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. • • • • TABLE KEY: .. •..' X 0 X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB • HEAD AND SILL ANCHOR QUANTITIES • • • A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. �{ 1--3" MIN. 9" REF. X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1+C3+1+C3+1 3 1+C3+1+C3+1 31 25 3/4" MAX. 1/2" TYP. I+-3" MIN. 9" REF. X 0 X 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 41 ANCHORAGE SPACING, XOX 113-113-113 1070 TECHNOLOGY DRIVE 7W ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34275 S, L3 P.-C;T P.O. NOKOMIS, FL 34274 Visibly Beaff awkwAiNw. HR710 samb' NTS an.se 9 at11 on"v6v 0' 4127--10 �` E PRODUCT REVISED as complying with the i-Iorids Aullding Code Acceptance No n / rapnAis'tni� ado Pro�ntro IIIIIIII/ Ali LYNN M O / i No. 58705 ' %IFS;• 'COM01" S/ONAL �. //r/rrIIII\\ A. LYNN MILLER, P.E. P.E.# 68705 ••• see 000000 ••• • . . ...... •••••• •••• ••••• ..... • •• •••••• •••••• •• • • .•• ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1 ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREWS (135) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: QD o m 0 J m m 0 �� m 0 _� pq 0 J 00 A. 5/16" LAMI - (11V' A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE U) 2 w U5 g 2 w c0 2 co 2 Lu B. 5/16" LAMI - (1/8" A,.090, IN' HS) FT, GLASS TYPES G - L SHALL HAVE A W y H = CK < _ Cd ' = a6 < _ � � _ � < _ aQ, C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D. 7/16" LAMI - (3l18" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 H. 13/16" LAMI IG - 11W OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" HS,.090, 1/8" HS) J. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7l16" LAMI - (3/16" A,.090, 3/16" HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+11 3 L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 x 38.375 1+C2+1 2 1+102+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 • 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING*.. • : 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. ...... 50.625 1 +C2+1 3 1+C2+1 3 1+C3+1 3 1 +C2+ 1 3 1+C2+1 3 1+C3+1 3 •••:•• HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. sees 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 18 3/4" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. •• e. e e • • 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: �• •• O X • NCHORS 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 s .• 2+C3+2 3 �-ANCHOR QUANTITY PER JAMB � • 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 .'. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES •• • 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF HE MEETING CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 I+C4+11 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 {3" MIN. O.C. ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 8 3/4" MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 31 -H F---3" MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9" REF. X O 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4- 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 MTG. RAIL FltonuCT Revlsen 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 as complying with the Florida Building Code 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acceptance Date 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE)KDate 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 Miami Dada Pro ct tro 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 314" MAX. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 1/2" N. 1�3" MIN. ►itirrr 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 \��` N� LYNN 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9 REF, X 0 �• '��0 4tir,E Q�F,p .•' 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 =*' No. 58705 •' 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG. RAIL _ 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS RvAd Dr. DSW R..bb.: ;gyp '• srA F .� • ��: r r 10H7/11 E NO CHANGE THIS SHEET ANCHORAGE SPACING OX AND XO WINDOWS 1070TECHNOLOGYDRiVE _ � i�(� '•.,�ORIDP.•'' \ �� J.P. B✓20/11 D ADDED IG CRP TO 8E TEMPERED +30fT NOTE NOKOMIS, FL 34275 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��'%ssZONAI- F.K. 4116✓07 C CHG.TA8LE# TO 6, S SELECT VALUES DUE TO ANCHOR CAP. ADJ P.o. sox t52e!SWZF- WW_ -RaiOW r '! [fee t�Ns NOKOMIS, FL34274 Visibly Better a�,..t A'"�7°N"' A. LYNN MILLER`P.E. F.K. 2/28/08 J.J. S/23/OB HR710 NTS 10 a 11 4127-10 E P.E.# 68706 see se. **sees • . • ese••• e ..•e.e • •..• e•... s • • •••e• e••e.• I 1 3/4" MIN. E.D. TYP. NOTES: 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO MIN. NOTE 3 1 3/8" TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM CONCRETE . ' MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 1x WOOD ' a 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX• MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL, B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. . 1 Mr • MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER'... SHIM 1 3/8" 1W' MAX. SHIM —�{ �+-- 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. ••.:.• MIN. I I (1.5 KSI CMU) •••• .. a OR .... mb) PER NOTE 1 '••••• �.• .r •••..• WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 J DETAIL E CONCRETE ANCHOR, NOTE 1 MIN. 3.4 KSI CONCRETE TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM • NOTE 1 1 3/4" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS J.J. 10M7/11 E I NO CHANGE THIS SHEET � J R. WWI1 D NO CHANGE THIS SHEET Daw R.v+ww REVISENO 1&2EC F.K. 4(15/07 C ADD V. FRAME. CHG. N( earn or. Data: . MW FK. 2/28/08 J.J. 9/2 m • . (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 y, 1 3/4•' EXTERIOR INTERIOR MIN. E.D (HEA &SILL DETAILS A, B, C, D, & H) ..... TYP. 10�1x WOOD BUCK, 1rl=,4 SEE NAILINI _T INTERIOR DETAIL F (JAMB DETAILS E, 1:1 11 EXTERIOR lu WOOD ANCHOR, NOTE 2 SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vrsibly getter ANCHORAGE DETAILS To: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT brN.6f,d,t 6a,M: Blrat Naftr. HR710 Half 1'1 d Dr..fep 11 4127-10 E PRODUCE REVISED as complying with the Florida Building Code Acceptance No "' 14. * r on ate !Z p f Miami ade Product Coniro \111111I, • 'I ENSF' * No.58705 1 1 ��Q• ST2 F� �C`S' t,ORtOP. ' G�� ////"3'/ONAL !If II11\\ A. LYNN �ILLER. P.E. P.E.# 58705 MIAMI-DIADE 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.miamidagL.gov/economl_ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use 'of'.avnstructioa... materials. The documentation submitted has been reviewed and accepted by Miam1A)ade CenntY RER Product Control Section to be used in Miami Dade County and other areas where hrvwed bythe Authofitj • • • Having Jurisdiction (AHJ). """ ' ...... This NOA shall not be valid after the expiration date stated below. The Miami* bade �enafy Prod�pl . • • Control Section (In Miami —Dade County) and/or the AHJ (in areas other than K9.tpj.Qade County) reserud.. • the right to have this product or material tested for quality assurance purposes.. if thit produ *,ar'. material... fails to perform in the accepted manner, the manufacturer will incur the expense of fnek testing and the AHJ •, may immediately revoke, modify, or suspend the use of such product or materki within thQyr j,Iyrjsdictibh" " RER reserves the right to revoke this acceptance, if it is determined by Miami —Dude Vaunty Product Control,... Section that this product or material fails to meet the requirements of the applicable tuilding codes � • • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through l l of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.06 Expiration Date: December 21, 2021 1,31Zs! Zo i Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepaWd by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' "" .. . Do B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loadingper VBC, 'Im 202-94 • 2) Large Missile Impact Test per FBC, TAS M 94 • .... . . ..... 3) Cyclic Wind Pressure Loading per FBC, TAK263-94'..•.: ...... along with marked -up drawings and installation diagram of a•PVG sliding glass door,•; a PVC fixed window and an aluminum sliding glass door, using: IfodispaceASG TVS* spacer system, Duraseale spacer system, Super Spacer® NXI:T j spacer systw and �' • •; EdgeT`1 spacer system at insulated glass, prepared by Fenestration Testuig LaBoratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-071413) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) - orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • 5) Cyclic Wind Pressure Loading per FBC, T.AS.203-94 "" 6) Forced Entry Test, per FBC 2411.3.2.1, Ta 2e;-94 • • • • ; along with marked -up drawings and installation diagram of ax= aluminum • horizontal sliding window, prepared by Fenestration Testing I,afi ratory,;Lur,y Vest Report No. FTL4859, dated 03/08/06, signed and sealed by E�dmundo Largagpada;;;;;• P.E. . . .... .... ...... (Submitted under NOA No. 06-0405.06) • • • • • • • • .. . . . . . ...... C. CALCULATIONS .. . . .. . . 1. Anchor verification calculations and structural analysis, complying with VAG-Vh Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. 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. (Submitted under previous NOA No.16-0714.13) ge M. Plasencia, P.E. Pro . ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-081 S. 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL'4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/04,, sighed sealed •ty; Edmundo Largaespada, P.E. ...... .. . ...... (Submitted under NOA No. 06-0405.06) • .... . ..... G. OTHERS ' ...... . . ..... 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries'tof their 9iene's • • • • • • "HR-710" Aluminum Horizontal Rolling Window — L.M.I., 4ppjeled on 091/01/16 and% expiring on 12/21 /21. •' • orge M. Plasencia, P.E. Pr9 uct Control Unit Supervisor I NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACT RATING DESIGN PRESSURE RATING 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE & SMALL MISSILE VARIES PER OPTION$, A. 5/16" LAMI CONSISTING OF (2) LITES OF V8" ANNEALED GLASS WITH A .090" PVB INTERLAYER. IMPACT RESISTANT SEE SHEET 8 B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PV13 INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .09fl PVB INTERLAYER. F. 7116" LAM] CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PV13 INTERLAYER- G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER- H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CONFIGURATIONS: OX. XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NONS ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1: Anchor Anchor Type Frame Substrate Min. Edge Min. O.C. Min. Embedment or Group Member Distance Distance Metal7hickness 2, Steel SMS (Gr. outhem Pine (SG = 0.55) 9/16" 7/8" 1-w A (rrdn. of 3 threads beyond All 6063-75 Aluminurn 318" 9/1(r 118" metal substrate) A36 Steel or Gr. 33 Steel Stud 31W 9/16" 0.045" (18 Ga) Jamb Hollow Block (ASTM C90) 1-w 6" 1-114" 114" Elco UltraCorO All Concrete (min. 2.65 ksi) 1" 4" 1-w B All Southem Pine (SG = 0.55) 1" 1" 1-3/8" 114" 410 SS Elco CrieteFlex 4D All Southern Pine (SG = 0.55) 1" 1" 1-w C 1/4" 410 SS Elco 0eteFlex ® Jamb Hollow Block, (ASTM C90) 2-1/2" 6" 1-1/4" All Concrete (min. 3.35 ksi) 2-1/7 4" 1-/4" TABLE 2: Material Min. Fy Min. FU steel screw 92 k8i 120 kal Elco ultniew ® 155 ksi 177 ksi 410 SS Elco CreteFlex ® 127A ksi 189.7 kel 8063-T5 Aiumirium 16 ksi 22 ksi 8063-T6 Aluminum 25 ksi 30 ksi A36 St W 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL, 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. :iUUtS / S I ANUPJ'GJb UbtU: e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION *ASTM E1300-M *ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI $100-12 •AfSC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS............ 4 CORNER DETAIL .............. 4 PARTS LIST ....................... 6 EXTRUSIONS .................... 6 INSTALLATION .................. 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY......... 9-11 p o 0 ch ©N 0 _O CIO 0 Nt �� s N 0 _r a a z v Z co, A = WH U -s is � z v MCI � LIJ > a o co Elf W O 0 a' Q a N ~O Z Z �B a 0 Fe = o dou I zwo `��1►r„T�� 1 rr�/ No. w7o5 JOYAL rlrrili A. LYNN MILLER, P.E. P.E.f, 58705 21 I 53 51 aI 59 52 50 1/2" NOM. GLASS SITE 60,61,62 21 55 51 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 511 IV NOW 5/16" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 50 112" NOM. GLASS BITE 66,67,68,69,70,7' 21 59 52 V 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB WTERLAYER i/8" ANNEALED OR HEAT STRENGTHENED GLASS 6M6" LAMINATED SWOR 31W AIR SPACE 1/8" OR 3M6' ANNEALED OR TEMPERED GLASS 13/11i" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI 0 1/2" NOW GLASS BITE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT 63,64,65 EXT. GLASS - 3116" ANNEALED OR HEAT STRENGTHENED GLASS -.090' PVB INTERLAYER - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS - 7/16' LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE BUM & DESICCANT FOAM SILICONE HOT -MELT BUM STRUCTURAL SILICONE <-1/4' NOM. FOAM 3116` NOM. WITH DESICCANT EXT. GLASS INT GLASS <l/// \—INT.GLASS KQDISPACE 4SG TPS 5/16" NOM: SUPER SPACERS NXT "' POLYISO- DESICCANT FILL AREA BLn YLENE 5/16" NOM SEAL /-SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS EXT. GLASS 72,73,74,75,76,7 3116' ANNEALED OR HEAT STRENGTHENED GLASS OWPVB INTERLAYER 04 INT. GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS W 1s6' o !4" R SPACE &DU RAS EAL® O 13/16' NOM. JCL EDGE Tm 118" OR 311W ANNEALED OR TEMPERED GLASS SPACER SPACER 13/16" LAMI IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5M6" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 6/16- LAMI - (1/8" HS,.090" PVB, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/1W A,.090" PVB, 3/16" HS) F. 7116" LAMI - (3/16" HS,.090" PVB, 3/16" HS) G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 31W SPACE, 5/16" LAMI - (1/8" A,.090" PVB,1/8" A) H. 13116" LAM] IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB,.11W HS) 1. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 31W SPACE, 5116" LAM] - (1/8" HS,.090" PVB, 1/8" HS) J. 13116" LAM] IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7116" LAMI - (3116" A,.090", 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 3: GLASS Part # Description Material 85 Kommeding 4SG TPS Spacer System See ft Sheet for Materials 88 Quanex Super Spacer nXr with Hat Melt Butyl 87 Quanex Durasesl Spacer 88 Cardinal )L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 .. .0 (D oil ti 0 o m N 1 s 0 _j o a � Ih Z Z mUl F m 111co �Z^ a< (L T K ay"a Z >A a- r 1_ O 0 04 7�AB J N t7u 4 ❑6 o = z o L W U J ¢ C� al[e �•a Q�1Y LYNNI/'�,, EN * . N0.58705 .,,, 0NA� O oti "PVB" = KURARAY TROSIFOO PVB INTERLAYER A. LYNN FALLER. P.E. P.E.# 58705 B 97 AM" MAX. DLO 54 5/16" MAX. DLO FIXED VENT f' e + I! „ f , ! ! Ija << x 0 x I �-• 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX. 33 9/16" MAX. DLO FIXED C DLO VENT A 57 3/8" j MAX. DLO ALL FIXED LITES I� O K fi c I - 73" MAX. WIDTH I.F. FRAME 74• MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. B 27 3/8" 273180 MAX. DLO MAX. DLO VENT FIXED i f+ = O j l ! !r I I I I , X , f DEWY ' X �- 85 7/10" MAX. WIDTH I.F. FRAME--� —86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1 /3-1 /3-1 /3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIFw n-n (FRAME CORNER CONSTRUCTION) I B .. .�. • a. . O >- NO o M N ZJ O a� Ln Z wtco ti=Lu N W Z � ®� d mum 'ON aw oZ w w O 0 cn t` WOO N 0 z Q Fr z q-s o 0 O o g g t> J 2 w GAL o ea LYNA, i .� '�•. '• 41cEAtsF'• fly, " * NG. 58705 =10ZOR _ !oNAi. rrrrtt!�►att A. LYNN SEA, P.E. P.El 58705 MAX. HEIGHT FLANGE FRAME C%C7^ rr%K1 r• ^ (VERTICAL SECTION, FLANGE FRAME) INTERIOR Ole - .. ... Bitee • • r • MAX. FIXED DLO MAX. VENT DLO --�-� MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED as complying with the Florida Building Code NO/ -No. 17-0411.06 Expiration Datb=,71 /202,1 Byy lVlia r ct ntrel• • • ... . 3*107. NO CHANGES THIS . •.. .. .. .. .. •••• X r 44 O ! i` �o O o M It S w il) CV O O a� Z ILI r� 0Ua P.- Z ®� LLI — 00 a gama „N ti7 t � Z .J J LL Z otS Q 11.1 poem � � o d� Z N < C a IL o = z0 w i ca •nu. �a lilt,,/ LYNy� No.. 587M fro • - '°o,� S ATE •/ 'OlN�AL ti.�`• A. L"YIV7111ALk P.E. PE.# 58705 TORT F d- y�MDW(W DESCRIP MA; MWL PG1'# 1 4102 A IFIANGFFRAMIEBEAD 6063-T6 AL 612237 2 4M5 SASH STOP STD. (ANTI LIFT 6063-TS AL 612244 3 #8 X 3(4 PH. PAN BEAD 7834AA 4 4053 SASH STOP COVER ASH SIM 6063-7'5 AL 6 4136 FL 4,NCE FRAME SIIL 6063-T6 AL 64136 7 4137 SILLADAFTOR 6063-T6AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WW HOIE COVER POLYPROI'. 71299 12 1626 ADBESIVEOPEN CELL FOAM PAD 7PAD1626 13 4002 A FIAE FRAME JAM NC 6063-T6 AL 2225B 61 14 4134 GASKET FOR MAIN FRAME SHL JOINT 74134W /K 15 1155 98 X 1.000 QUAD PN. SMS 78 A 16 4110 G SCREW ADAPTOR 6063-T5 AL 641100 17 4054 B FMM MEETINGRA1L 6063HD-T6 AL 64054A 19 4066 W STP. 187 X 230 FIN SEAL 21 4105 SASH TOP & BOTTOM RAEL 6063-T5 AL 612240 22 1683 WSTP.,M X .270 BACK,FIN SEAL 61683G 23 225-1 ROLLFRHOUSM& GUIDE 42112HD 24 226 BRASS ROUERWHEEIS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D IsAsHmEniNGRAm 6063HS-T6 AL 64006 33 1235 IWSTP,.170 X 270 RAM FIN SEAL 67S16G 35 1096 JSWIEEP LATCH DEB -CAST 71096 36 1016 98 X .625 PR FL. SMS 7858 37 4126 SASH SIDERAIL 6063-TS AL 64126 38 1683 W STP. 250 X 270 BAM FIN SEAL 61683G 39 7070 BULB WEATHERRSTRIP .187 X 275 67070K 40 IIFTRAILCOVFRCAP 74078"C' LORR 41 4139 IIY.FRAMEBEAD 6063-T6 AL 64139 42 4140 II.F. FRAME SILL 6063-T6 AL 64140 43 4141 ILF. FRAMEJAMB 6063-T6 AL 64141 50 I GLAZING SKKMF, DOW 791 899.995 OR GE 7700 51 1224 1 VR4M QAMOBEAD BULB 6`FM7WxS 52 1225 jVftqYLGLkEMBEAD BULB= 6TP248K. 53 4039 B GLAZINGBEAD - 5116" 6063-T3 AL 64039B 54 4044 B GLAZINGBEAD - 5116" W/GiR L KIT 6063-T5 AL 644703 55 4222 A G$AZINGBEAD-7/16" 6063-T5AL 64222 56 985 C (XAZIIvGBEAD - 7l16" W/G P11L KTT 6063-T5 AL 6985 59 4067 CLAZNGBEAD -13119 6063-T5 AL 64067 60 CLASS 5/16- LA E 1/8- A, .090PVB, V8" A 61 " 5116" LANH 1/8" A .090 PVB 1/8" BS 62 " 5116" LAMI 1/8" HS .090 PVB 1/8" HS 63 " 7/16- LAW /16' A .090PVB 3/16" A 64 7/16- LAMI /16" A .090PVB 3/16` 65 7/16" IAMI 3/16' BS, .090PVB 3,1161 IgM DWG # DPS CRIP MN MAIL PG-M 66 GIASS 13/16" LAMI IGUB"A 3/8"AIR SPAM 5116" LAMI ll8"A, .090PVB,11VA 67 " 13/16" LAMIIG1/8"A (MIN. 3/8" AIR SPAM 5/16" LAMI ll8'A,.090PVB 11m 68 13/16' LANIII11118"A IN.), 318" AIRSPA 5/16" LAMI (1/8"HS, .090PVB,1/8-HS 69 " 13/16' LAMI ICr3/16"A 5/16" AIR SPAM 5/16' LANII (V8"A, .090 PVB, U8"A 70 " 13/16" LAMIIG3l16"A MM.1 5/16" AIRSPACE, 5/16" LAMI V8"A, .090PVB, ll8"FLS 71 13/16" 1AMIIG3l16"A . 5/16" AIR SPACE, 5/1S' LANH WHS, .090PV% 1/8" 72 13/16" LAMI IG1/8"A XW.j IN' AIR SPACE, 7/16- LAMI 16'A, .090 PVB. 3/16-A 73 I3116" LAMIIG1/8"A (MW. 114" AIR SPA 7l16' LAMI - IV .090P 3/16"ffi 74 13116" LAMI IG1/8-A IN. 114" AIR SPA 7/16- LAMI 3/16"HS, .090PVB, 3/16-AS 75 " 13116' IAMIICr3/16"A .3/16' AIR SPA 7/16" LANE 16'A .090P 3/16"A 76 " 13/16" LAMI IG3/16"A 3116- AIR SPA 7/16" IAMI (3/16"A, .0� 3/16"HS 77 " IY16" LAMI IG3/16"A 3/16- AIR SPAC3, 7/16" LAIVII 16-HS, .090 PVB, 3/16" 90 1014 SMEN FRAME Olt. & VER. 3105-H14 AL 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP, 92 1631 SCRffid CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREENSPRING ST.ST. 94 1624 SO RM SPLINE - .135 DIA. FOAM P14i PVC 95 1635 SC3Rffid SPIM - .135 DIA. HARD kM PVC 96 SCREEN CZOTH 2.784 ir .062 1.988 43 I.F. FRAME JAMB #4141,6063-T6 a i-+ 2.710 --� I.F. FRAME HEAD #4139, 6063-T6 I.F.-FRAME SILL #4140, 6063-T6 3.152 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date M21 /2021 Bi• M"rpdle FreparIZZ Contipj • • SIL169NE. ' • • • • • .. .. .. .. .... 00 w .�. 3D ' t7 b O ti o� J N -jce) Z it U fa 0 J U.1 z � o� oiv iL 0 Ln � a a•� N F- N Z 0 = J 0 co U Q a m �a ,•� 0 LYNN t �o , ..... ,1GEM. z NO.58705 *'= AL zf11111,11110% A LYNN MILLER, P.E. REX 58705 1 73 3 T �--2.71 1. 73 1. 221 ( D FLANGE FRAME HEAD #4102A, 6063-T6 .152 }- 2.710 —� 1.187 (� FLANGE �F � M s SILL � FRAME SILL ADAPTER � SASH ��S�OP�� OVER 062LA —�II-�--.062 � 1. 87 .062 .490 .437 SASH STT STOP HORIZ. ROLLER TRACK 17 FIXED MEETING RAIL 6 #4025, B #4131, 6063-T6 6063HD-T6 062 1.183 1.349-� 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 .050 678 1.0! 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 1.081 � — 32 SASH MTG. RAIL #4006D, 6063HS-T6 A50 � 678 09 T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 37 SASH SIDE RAIL #4126, 6063-T5 .050—W. .678 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) i-+--2.784� D 1.36� 3 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 F.050 j UL .678 1.096 53 GLAZING BEA , 5/16" #4039B, 6063-T5 .683 f • 1 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 ...... • • • •W • •� p se co Z' • . •W . A . . UN co) 0 o u v) N J b a Z W p Z T" =rjt�D" R� U Lu oWa az $ w p 0 to to JWe 0 z LL O 0 act —o 0%Y LYNtV Q'� •' � l Mo. 58705 2. .,0 • Q = 70NAL W A. LYNN MILLER P.E. P.E.0 58705 SEE ANCHOR TABLE, SHEET 1 1x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 1 �. SEE ANCHOR V-.8`• TABLE, SHEET 1 v 1/4" MAX. SHIM SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTES: NOTE 1 1 S/8" MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 il2 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 11T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 114" MAX 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. SEE ANCHOR SEE ANCHOR I TABLE, SHEET 1 DETAIL A TABLE, SHEET 1 DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 114" MAX. SHIM MIN. SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 - nFTAIL F SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 .— 1/4" MAX. SHIM SEE ANCHOR TABLE, SHEET 1 f g. •• v SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR ` •' • SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 1x WOOD BUCK, NOTE 1 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX--[. SHIM SEE ANCHOR TABLE, SHEET 1 JCHOR SHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 'I: 4.0.131" DIA. MIN. X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. d0l INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR S5 EXTERIOR INTERIOR (HEA & SILL DETAILS A, B, C, D, Ili H) 1/4" MAX. SHIIM SEE NOI 1 318" MIN. SEE ANCHOR TABLE, SHEET 1 DF_TAIL D 2-1/2" MIN' E TYPICAL FLANGE FRAME SILL SECTIONS IBEDMENT DETAIL H (H DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS .�u co 0 ego* >- ti n �cq co o ti Samp rl onoCo. co w [V � o U fa VN O W > r d Z V W e— r -J J u- 0 0 N � � Q Q z w 0 �_- O W Z alms 0 o 0 w U U = < a < vvvf III,, i �J1Y LYN/y .* NO. 58-705 • 3 kq ORION o' ` 701VAL A. LYNN MILLM: , P.E. P.EX 58705 TABLE 6: TABLE 7: TABLE 5: Maximum Design Pmesure, DP (psfl XOorOX Orerall Width Oswall Height Gass Type A, 8, G, H D, E. F, 4 J, K. L 3r 26" + 75.0 +7 . / - 5.0 48" 5341W +75.0 / 75.0 +75.01-75.0 +75,01-75.0 +75.0 / -75.0 60 +75.0 f 76.0 +75.0 / -75.0 88• +75.0 / 76.0 +75.01 75.0 72" +76.0 / 75.0 +75.0 / 75.0 74' +75.01-75.0 +75.0 / 75.0 3r 36" +76.0 ! 75.0 +75,0 / -75.0 46- +75.0 175.0 +75.0 / -75.0 53-IW +75.0 / 75.0 +75.0 / -75.0 80' +75.0 ! 75.0 +75.0 / -75.0 68' +75.01-75.0 +75.0 / 75.0 72, +75.01 76.0 +75.01-75.0 74' +75.01 75.0 +75.0 / -75.0 37" 46' 53.1/e' 38-318' 1 +75.0 / 76.0 +75.01-76.0 +76.01 76.0 +76.01-75.0 +75.0/ 76.0 +75.0! 76.0 80' +75.0 / 75.0 +76.0 / -75.0 66' 1 +75.01 76.0 +75.01-75.0 72" 1 +75.0 ! 76.0 +75.0 / -75.0 74' +75.0 / 75.0 +75.0 / 75.0 3r 48" +75.0 / 75.0 +75.0 / -75.0 48" 53-lAr +75.0 / 75.0 +75.01-75.0 +75.D1 75.0 +75.0/ -75.0 80" +75.0 / 76.0 +75.0 / -75.0 88" +75.0 / 76.0 +75.0 / 75.0 72" +75.01-75.0 +75.0 / 75.0 74' +75.01 75.0 +75.0175.0 37" 50-W +75.01 75.0 +75.0 / 75.0 4W 534/r +75.0175.0 +75.0146.0 +76.0176.0 +75.0/ 75A 80" +75.01-76.0 +75.0 / 76.0 66" +75.0 / 75.0 +75.0 / -75.0 72" +75.0175.0 +75.0175.0 74- +75.01.75.0 +75.01-75.0 3r 54' +76.01 75.0 +75.0 / -75.0 '4r 53-1/8• +75.0 l -75.0 +75.01 75.0 +76.0 ! -75.0 +75.0/-75.0 67 +75.0 / 75.0 +75.0 / 75.0 er +76.01-75.0 +75.0175.0 72' +75.0 J 75.0 +75.0 175.0 74' +75.01-76.0 +75.0 l 75.0 3r 80' +76.0 / 75.0 +75.0176.0 48' +75.01-75.0 +75.01 75.0 53-IW +75.0176.0 +75.01 75.0 60' +76.01 75.0 +75.0 J 75.0 e6- +74.2 / 74.2 +75.0175.0 72" +69.6 / 44.6 +75.0 / 75.0 74" +6&11436.1 +75.0/ 76.0 3r 63" +75.0 / -75.0 +75.0 / 75.0 46' S&1J8" +75.01-75.0 +75.0 I -75.0 +75.0 / 75.0 +75 0 / 75.0 6D" +75.0175.0 +75.0 / -75.0 a. +70.21 70.2 +75.0 / -75.0 77 +66.21.0.2 +75.0 / -75.0 74' +63.6 / -03.8 +75.0 / -75.0 FOR ANCHORAGE SEE SHEET 9. Maximum Design Pressure, OP (psi) XOX,1l3.1/3 -113 0"t Width Ckwail Helpht Glass Type A, B. C, G, H, I D. E, F, J. K. L 26' +60.01-W.0 +75.0175.0 534/8" +60.0 / -60.0 +75,0 / -75.0 6T +no 1-60.0 +75.01-75.0 88" +00.0140.0 +75.01-75.0 74' +60.01-W.0 +75,01 75.0 84 +80.0140.0 +76.0 / 75.0 8 fir +W.0/4M0 +75.0! 75.0 4V 38" +60.0 / -Mo +75.0 J 75.0 53-IIW +80.0 / 40.0 +75.0 / 75.0 ff +60.01 •SILO +76.0 / 75.D f +80.0 / 40.0 +75.0 f 76.0 74" +60.0 / 40.0 +76.0 / 76.0 84' 86-7f16' +60.0 / 40.0 +75.0 / 75.0 +00.0 / -60.0 +76.0 / 75.0 Or 63-IIW 38. W +80.0 / -W.0 +75.0 ! 76.0 +60.01- 0.0 +76.0 f 75.0 e0' +60.0/-60.0 +75.0/-75.0 8lr +60.01.80.0 +75.0 ! 75.0 74' +60.01-W.0 +75.0 / 75.0 84' +60.01-00.0 +75,0 ! 75.0 8871t6" +60.01 430.0 +75.0 / 75A 48' 48" +80.0 / -60.0 +75.0/ -75.0 53-IIW +60.0 / 40.0 +76,0 ! 75.0 Sp- +60.0/-W.0 +75.0 / 75.0 68' +00.01-K0 +75.0 / 75.0 74" +60.0/-60.0 +75.0 / -T5.0 84' +60.01-60.0 +75,01-76.0 8&71i 6' +60,0 / -80.0 1 +75.01-75.0 4r 60-Yr +60, 01.60.0 +75.0/-75.0 53-lir +60.01-60.0 +75.01-75.0 Go" +80.0 / -60.0 +75.0 / 75.0 W +60.0 / -80.0 +75.0175.0 74' +80.0 / 40.0 +75.0 / -75.0 84- +e0.0 / -60.0 +75.0175.0 687/16' +60.0 / -80.0 +75.0 / 76.0 48' 53-IIW 54- +80.0 / -00,0 +75.01-75.0 +80.0 / -00.0 +75.0/ 75.0 sc" +60.0 / -00.0 +75.01 76.0 or +60,0140.0 +75.0175.0 74' +eO.0140.0 +75.0/-75.0 84" +60.0I.W.0 +75.0175.0 68.7116" +e0.0 / .60.0 +75.0 / 75.0 4r 80' +00.01430.0 +75.0176.0 53-1/8" +00.0 / -60.0 +75.0 175.0 80' +6D.01-60.0 +76.0 / 75.0 W +60.01-60.0 +75.0 / -75.0 74' +60.01-60.0 +75.0 / -75.0 84 +60.0/-60.0 +75.0/-75.0 88-7118' +60.0 / .80.0 +75A 1-75.0 48" 53-1/8' Br +60.0 / -M.0 +75.01.75.0 +e0.0I 40.0 +75.0 / -75.0 am +80.0 / -60.0 +75.0 / 75.0 88' +e0.01 -60.0 +75.0 / -75.0 74' +80.0 / -00.0 +75 0 / -76.0 684- +SO 0 / -80.0 +75.0 175.0 887/16' +60.0I -aO.0 +76.0 175.0 FOR ANCHORAGE SEE SHEET 10. Maximum Design Pressure, DP (psf) XOX, 114 -112 -1/4 O►etall Width OWMI1 HeiOtt aus Type i A, 8. G, H C. ( D, E, F, J, K, 5371 �. +60.0 / -00.0 +75 / - .0 6D' +00,01.80.0 +eaa / -D.D +75.0 / 75.0 74' +60.0 / -MO +60.0 / -60.0 +75.0 / -75.0 84' +00.01-W.0 +50.0140.0 +76.0 / 75.0 98" +80.0 / -Mo +80.0 / -no +75.0 / -75.0 106-3/6' +60.01-MO +80.01.60.0 +75.0 ► 75.0 108' +60.014MLO +%0145MO +75.0/-75.0 111" +e0.01-MO +MO 1.60.0 +75.0 / 75.0 53-1/8' 1 +60.0 / -MO +W.o 1.60.0 +75.0 / 75.0 60" +60.0 / 40.0 1 +60.0 / 40.0 +75.0 ! 75.0 74' +80.0 / 41M0 +80.014D.0 +76,0175.0 MR +W.o I -MO 4MO / 4D.o +75.0 / 75.0 W +MO 1-00.0 +6a0140.0 +75,0175.0 1D6.3/8" +G.0 / -60.0 +60.0 / -60.D +75.0/-75.0 108" +60.0140.0 +SAO I.80.0 +75.0 / 75.0 III • +80.01.80.0 +60.0 / -fto +75.0 / -75.0 63-11W 3B 3I8` +60.0 / 4ao +MO 140.0 +7&0 / 75.0 ff +60.01-MO +80.0 / 40.0 +75.0 / 73.0 la' +6D.0 ► $o.o +6a01-6o.0 +7&0 / 76.0 84' +80.0 / -00.0 +60.0 / -80.0 +75.01-75.0 W +saO / 4o.D +80.01-00.0 +75.0175.0 1084W +60A / 4X 0 +80.0 140.0 +75.0/-75.0 108' +KO / -MO +60.01.60.0 +75.0 / 75.0 Sit" +MO 14D.0 +MO 1-80.0 +75.01-MO 53-IIW 4r +MO / -60.0 +60.0 / -810 +7&0 / 75.0 60' + MO 1-%0 +60.1) 1.60.0 +75.01 75.0 le +8D.01-60.0 +60.01-60.0 +75.0 / -75.D 84• +80.01-60.0 +6O.0I 40.0 +76.01-76.0 96• +60.0 / -MO +60.01.60.0 +75.0/-75.0 10e%WW +60.01-MO +60.01480.0 +75.0 / 75.0 low +61 0 1430.0 +60.01-60.0 +75.0/-75.0 111• +MO 1-80.0 +60.0 / 40.0 +76.0/-75.0 53-118' s6• +60.01-KO +80.0140.0 +75.0! 75.0 Ur +eo_01.80.o +8o 0 / -wo +76.0175.0 74' +60.01-WO +80.0 / -00.0 +76.01 75.0 84• +80.01-MO +K0I 40.0 +75.01-75.0 96• +60.01.60.0 1 +60.0140.0 +75.0 / 75.0 1 OWW +Mo 1-60.0 1 +60.0 / -40.0 +75.0 / -75.0 108" +80.0 / 40.0 +80.0 / -00.0 +75.0 ! 76.0 Ill, +60.01430.0 +KO / 4D.0 +75.0 / -75.0 53-IIW 64' +80.01-00.0 +MO I -ao.o +75.0 / 75.0 ea• +6a0 / a;0.0 +MO 140.0 +75.0 / 75.0 74' +80.0 / -MO +80.0I -W.0 +75.0 / -75.0 e4" +60.01.80.0 +so 01-6D.0 +75.0/-75.0 98' 105%W +6( 0 / -60.0 +80.0 / 40.0 +75.0 / 75.0 +80.0 / -60.0 +60.0 / 40.0 +7&0 1-75.0 lotr +60.01-60.0 +60.0I -WO +7U / 75.0 Ill" +59-51.69 5 +6.0 / 40.0 +75-01 75.0 53-1/0' 60" +80.0 / %0 +MO 1-60A +75.0 / 75.D 6D' +W.o I -Mo +60.0 / 40.0 +750 / 75.0 74" +60.0 / -80.0 +60.0 I WO +75.0 / 75.0 84' +60.01-MO +MO / -00.0 +75.0/-75.0 W +68.8158.5 +60A / 40.0 +75.0 / -76.0 106318• +55.2 / 55.2 +60.0 / -00.0 +75.0175.0 toe' +54.5 I.64.6 +00.01.ao.0 +75.0/-75.0 111" +53.6 / -U6 +60.01-W.0 +75.0176.0 63-1/8 �. +MO / -80.0 +80.0 I -W.0 +75.0 / -75.0 67 +MO / -60.0 +80,0 / -WX +75.0 / -75.0 74• +60.0140.0 +eD.o 1-80.0 +76.01-75.0 84' +60.01-Mo +80.0 / •BO.o +75.0 / -75.0 W +56.2155 2 +80.0 / -00.0 +75A / -75.0 106%W +523 / 523 +MO J -00.0 +75.0/-75.0 106' +51.7 ! -51.7 +M0 14W.0 +75,0 / 75.0 t11• +50.9/-M.e ;&01.W.0 +7&0175.0 FOR ANCHORAGE SEE SHEET 11. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5/16" LAMI - (1/8" A,.09W PVB, 1/8' HS) C. 5/16" LAMI - (11W HS,.090" PVB, 1/8' HS) D. 7/16" LAMI - (3/16' A,.090' PVB, 3/16" A) E. 7/16' LAMI - (3/16" A,.090" PVB, 3118" HS) F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS) G.13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) H. 13/16" LAM) IG -118" OR 3/16" A (MIN.), 5/16OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090" PVB, 11W HS) I. 13/16" LAM[ IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8' HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13/16" LAMI IG -118" OR 3116" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,•090" PVB, 3/16" HS) L. 13/16" LAMI IG - V8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16- LAMI - (3/16" HS,.090° PVB, X16' HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 Niam Pwduct Control •' ..OUJ.... .. 0W o Y r. •�t • 060 9O- u7 • 'Y^ I O UN Z N c"i O _j C aaai Cl) z a Z to ~ 2 LL a V U w o 071 Z er a ¢ Mae ,av e7Ni0 ti O Z W U LL 0 o z N N Z LLI O O = Z o U = a a ask =,a ````tlylitllll/!!!! O�1Y.LYIV/y �. No. 5"M SO •• S ArE AZOMON 70�fN'AL S A. LYNI� �,II� iL R. P.E. P.E.# 58705 TARLF R- Anchor QuatiddK XC orOX with peas T pes A, B, C, G, H & 1 ovwd Width omem: KOghl Anchor Gmup A Anchor Gemmip B Anchor Group C 33esd & Sill Jamb Head & SSE Jan* Head & S1 Jamb 37" Mr 1+C2+1 2 1+C2+1 2 1+C2+1 2 48' 51V8" 1+C2+; 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+CZ+1 2 13Cr" 1+C2+1 2 1+C2+1 2 1+C2+1 2 tv 1+Q+1 2 1+C2+1 2 1+C2+1 2 72* 74' Z+42+2 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 37" 3Cr 1+0+1 2 1+C2+1 2 1+C2+1 2 41r 1+t2+1 2 1+C2+1 2 1+C2+1 2 53-118' 9+ 20 2 1+C2+i 2 '•+C2►1 2 W 1+C2+ 1 2 1+CZ+1 2 s+C2*.1 2 W1+f,,,t• +1 2 i+C 2+1 2 `r+C2+1 2 77 74" 2+C2+2 2 1+C2+1 2 1+09+i 2 2+Q+2 2 1+C2+1 2 1+C2+1 2 37' "a" +m+1 2 1+C2+1 2 1+C2+1 2 4fT' 53-10 1++"2. +1 2 1+C3+1:. 2 ,+C2+1 2 1+Q+i 2 1+G2+1 2 1+C'2+1 2 6If' W2+1 2 1+C2+1 2 -I+C2+1 2 6B' i+(2+1 2 1+C2+1 2 1+C2+1 2 72° 2+C2+2 2 t+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 37' 4W 1+C2+1 3 1+C2+1 3 +C2+1 3 46" 1+C2+1, 3 i+C2+1 13 1+C2+1 3 53-10 1+C2+1 3 1+C2+1 3 1+C2+1 3 W W C2+1 3 1+C2+1 3 1+C2+1 3 C2+1 [;2+C2+2 3 1+C2+1 3 i+(x+i 3 77 i2+2 3 1+{2+1 3 S+C2+1 3 TC 3 1+C2+1 3 1+C2+1 3 37' 50w" W2+1 3 i+C2+1 3 1+C2+1 3 41r 53-vr 1+C2+1 3 1+C2+1 3 i+C 2+1 3 1+C2+1 3 1+C2+i 3 1+C2+1 3 $CITM 1+C2+1 3 1+C2+1 3 1+G2+1 3 Or 1+C30 3 1+C2+1 3 1+C2+1 3 77 74- 2+--3+r 3 1+C2+1 3 11 2++1 3 2+0+2 1 3 1+C2+1. 3 !+C2+1 3 37' 54' 1+C + i 3 1+Q0 3 1+C2+1 3 48" .1+C2+1 3 1+C 2+1 3 i+C2+1 3 5&Vr 1+(2+1 3 i+C2+1 3 1+C2+1 3 W 3 1+G2+i 3 4+C2+1 3 W f+c3+1 3 1+C2+1 3 1*C2+1 3 7r 2+C3+2 3 1+C2+1 3 1+C.2+1 3 7C 2+C3+2 3 1+C2+1 3 1+C2+1 3 3r ar 1+C2+1 3 1+C2+1 3 1+C2+1 3 4ir 1+CZ+1 3 1+(2+1 3 1+C2+1 3 ONO' 1+C3+1 3 1+C2+4 3 9+C2+1 3 W 1+0+1 1 3 1+Q+1 3 1+C2+1 3 t3Bl' 1+C3+1 3 1+C2+1 3 1+C2+1 3 7r 74" 2+C3+2 3 1+C2+1 3 i+C2+1 3 2+0+2 3 1+C2+1 3 1+C2+i 3 37" W 1+C2+1 3 1+C2+1 3 1+C 41 3 48' 1+c3+1 3 1+C2+1. 3 1+C2+1 3 53.111}" 1+0+1 3 1+C2+1 3 i+C7+1 3 }" 1+C33+1: 3 1+C2+1 3 1+C2+1 3 88" 1+0+4 3 1+C2+1 3 i+C2+1 3 77 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 TABLE 9: Anchor Quan#Hes, XO or OX with Mass Types D, E. F, J, K & L C 0mg VMfh owma He96f4 Anchor Qmw A Anchor Group 8 Anchor Group C Heed $ 80 .ism@ Hand & SRI Jamb Head a Sig Jamb 37' 26' 1+C2+1 2 1+02+1 2 1+C2+1 2 Air 1+C2+1 2 1+C2+1 2 1+02+1 2 wiff 72' 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 i+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 3i 36' 1+C2+1 2 1+C2+1 2 1+C2+1 2 4W 1+C2+1 2 1+C2+1 2 1+C2+1 2 53-1/8' 1+C2+1 2 i+C2+1 2 1+G2+1 2 ow 1+C2+1 2 1+C2+1 2 1 1+02+1 2 er 1+C2+1 2 i+C2+1 2 1+C2+1 2 72' 2+C2+2 2 1+C2+1 2 1+C2+1 2 74• 2+C2+2 2 t+C 2+1 2 1+C2+1 2 37' 48' 35-W 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 t+C2+1 2 1+0+1 2 w1w i+C2+1 2 1+C2+1 2 1+C2+1 2 W 1+C2+1 2 1+C2+1 2 1+C2+1 2 86" 1+C2+1 2 1+C2+1 2 1+C2+1 2 72" 2+C2+2 2 1+C2+1 2 t+C2+1 2 74" 2+C2+2 2 1+C2+1 2 i+C2+1 2 37" 4W 1+G2+1 3 1+C2+1 3 1+C2+1 3 46• 1+C2+1 3 1+C2+1 3 1+G1+1 3 53.1w i+C2+1 3 1+C2+1 3 1+C2+1 3 8(r i+C2+1 3 1+C2+1 3 1+C2+1 3 68" 1+t2+1 3 1+C2+1 3 1+C2+1 3 72' 2+C2+2 3 S+G2+1 1 3 1+C2+1 3 74' 2+C2+2 3 1+C2+1 3 9+C2+1 3 37' 41r S0.8l6' 1+C2+1 3 1+C2+1 3 1+C.2+1 3 1+t2+1 3 1+C;2+1 3 1+C2+t 3 53-1fir 1+C2+1 3 1+C2+1 3 1+C2+t 3 ev 1+C2+1 3 1+C2+1 1 3 1+C2+i 3 66• 1+03+1 3 1+C2+1 3 1+C2+1 3 72' 2+C3+2 3 1+C2+1 3 1+C2+1 3 74` 2+C3+2 3 1+C2+1 3 1+C2+1 3 3T 54' 1+C2+1 3 1+C2+1 3 1+02+1 3 48• 53-1/8' 1+C2+1 3 i+C2+1 3 1+c2+i 3 1+C2+1 3 1+C2+i 3 1+C2+1 3 ST 1+C3+1 3 1+C2+1 3 1+C2+1 3 W 1►C3+1 3 1+C2+1 3 1+C2+1 3 72' 2+C3+2 3 1+C2+1 3 1+02+1 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 37" 6CI" 1+C2+1 3 1+C2+1 3 1+C2+1 3 46' 1+C3+1 3 1+C2+1 3 1+CZ+1 3 53-118' 1+C3+1 3 1+C2+1 3 1+C2+1 3 Sir 1+5+1 3 1+C2+1 3 1+C:2+1 3 68' 1+C3+1 3 1+C2+1 3 1+C2+1 3 72. 2+C2+2 3 1+C2+1 3 1+C2+1 3 74' 2+C3+2 3 i+C2+1 3 1+C2+1 3 37' or 1+C2+1 3 1+C2+1 3 1+C'2+1 3 48' 1+C+1 3 1+C;2+1 3 1+C2+1 3 53-118' 1+C3+1 3 1+{2+1 3 1+C2+1 3 ar 1+C3+1 3 1+C2+1 3 1+C2+1 3 W 1+C+1 3 1+C2+1 3 1+G2+1 3 72, 2+C3+2 3 1+C2+1 3 1+CZ+1 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 TABLE KEY: O X 1+C2+1 3 -��---ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX 1 —•-� F--4" MtN.,10-1/2" MAX. 9" MAX. x_ 0 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE, 18 3/4" MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. ••- •r12' •�• ` c? O 0 C4 z r— 0 W _ LL'' U W fa M � ® !m -1 -C&AW c- r Z v W U tY (3))Z °& C* P N O z < MW u_ o o U Q = amc /Ir/ LYWM * ; No. 587M ITE �!!lilifll`1, A. LYNN MILLED, P.E. P.E.# 58M TABLE 10: Anchor Cluentillims, XOX.113 -113 -113 with Class Types A, B. C, o, H & I ovoran V*M o aral NOW Anchor Group A Anchor Group a Anchor Group C Heed & SW Jamb Hand & Sill Jamb Haad & SS Jam 48- 2r 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 53.1/8` t+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 87 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+1+C2+i 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 B4` 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 �s7118" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 48' 389 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 53-11W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C l 2 6a' 1+C2+1+02+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 68` 1+C2+1+C2+1 2 1+C2+1+Cl+1 2 i+C2+1+02+1 2 74- 1+C22+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 84- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 86-7H8` 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48' 383/8- 1+C 2+1+C2+1 2 1+C2+1+C 2+1 2 t+C2+1+C2+1 2 S3.1/8- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 8d2 +,+CZ+1+C2+1 2 1+C2+1+C.2+1 2 1+C2+1+C2+1 2 or 1+C2+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74` 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 88-7/18' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48' 48- 1+G2+1+C2+1 3 i+C2+1+C2+1 3 i+C2+1+C2+1 3 53-lff 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80` 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C:2+1 3 88' 1+C2+1+C2+1 3 i+C2+1+c2+1 3 i+C 2+1+C2+1 3 74- i+C 2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2r1 3 84- 1+02+1+C2+1 3 i+C2+1+G2+1 3 1+Ct+1+C:2+1 3 86•Tt16' 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48- soar 1+C2+1+C2+t 3 1+C2+1+C2+t 3 i+C 2+i+C2+•1 3 53.1t8- 1+C 2+1+C2+i 3 1+C2+1+C 2+1 3 1+C 2+1+C2+1 3 W i+C2+1+C 2+1 3 1+C2+1+C2+t 3 1+C2+1+C 2+1 3 86- 1+R2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 7C 1+02+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C:2+1 3 8C 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C 2+1+C;2+1 3 a6-T/161 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 t+C2+1+C 2+1 3 4V 64• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-vir 1+C22+1+C2+1 3 1 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 6Cr 1+C2+1+02+1 3 1+C 2+1+C2+1 3 1+C 2+1+C2+1 3 88' 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64" i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 86a/18' 1+C:2+1+C2+1 3 1+02+1+C 2+1 3 1+C2+1+C2+1 3 4r 67 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 63-1/8- 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C:2+1 3 80' 1+C2+1+C2+1 3 itC2+1+C2+1 3 1+=+1+G2+1 3 88- 1+C2+1+C2+1 3 1+C;2++1+C2+1 3 1+C2+1+C2+1 3 74` 1+CZ+1+C2+1 3 1+C:2+i+C2+1 3 1+C2+1+C2+1 3 8� 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 86-7115' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 41r 63- 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 s3•im 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Cit1" 1+C2+1+C12+1 3 1+C2+1+02+1 3 1+C2+1+C2r1 3 88- 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 74" i+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 84• 1+C2+I+C2+1• 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 8&7N8" 1+C3+1+C3+1 3 1+C2+1+C1t1 3 1+C2+1+C2+1 3 TABLE 11: Anchor QuandUes, XOX,113 -113 -113 with Glass Types D, E, F, J, K & L Oheral Wkith Charon H*M Anchor Group A Anchor amup B Aoohor G mup C Head S Sill Jnmb Head & SRI Janb Head & Sill Jamb 48- 26` 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 53.1/8' 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 6C1" 1+C 2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 W t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 741 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 84- 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 2 88.7t18- 1+C2+1+C2+1 2 1+C 2+i+C2+i 2 1+C2+1+C2+1 2 48- 38- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 33-1/8' 1+C2+1+C2+1 2 S+C2+1+C2+1 2 1+C2+1+C2+1 2 ar 1+C2+1+C2+1 2 S+C2+1+C2+1 2 i+C2+1+C2+1 2 m i+C2+1+G2+1 2 I+C2+i+C2+1 2 1+02+1+C1+1 2 m 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84- t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 88.7/18- 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 48- 36-W 1+C2+1+C2+1 2 1+C2+1+G2+1 2 I 1+C2+1+C2+1 2 53-i18' 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C 2+1+C2+1 2 60, 1+C2+1+C22+1 2 1+C2+1+C2+i 2 1+02+1+C2+1 2 88' 1+C2+1+02+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 W 1+C2+1+C2+1 2 i+C2+i+C2+1 2 1+=+1+C2+1 2 W 1+C2+1+C2+1 2 l+C2+1+C2+1 2 1+C20+0+1 2 88.7/18- 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 41r 48' 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 53-i/8- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80- 1+C2+1+C2+1 3 i+C2+1+Cr2+1 3 i+C2+1+C2+1 3 or 1+C2+1+C2+1 3 i+C2+1+02+1 3 i+C2+1+C2+1 3 TV 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84- 1+02+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 W711C 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48- 5M8- 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 63.1/8- 1+C2+1+02+1 3 1+C2+1+C2+1 3 1 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+02+1+C2+1 3 68- t+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 74- 1+C:2+1+02+1 3 1+C2+1+C2+1 3 1+c2+1+c2+1 3 84- 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Q8 Mir 1tC 2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+02+1 3 4W 54- 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 53-W 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80- 1+C2+/+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88` 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+M+1 3 74- 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C +1 3 84` 1+C3+1+CS+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88-7HCi 1+C3+1+C3+1 3 1+Ca2+1+C2+1 3 1+C2+1+C2+1 3 4L- SW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53.118- 1+C2+1+=+1 3 i+C 2+1+C2+1 3 1+C2+1+C2+1 3 ev 1+G2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 W i+C2+1+C2+1 3 1+G2+1+C2+1 3 1+C2+1+C2+1 3 7C 1+c3+1+C3+i 3 1+C2+1+C 2+i 3 1+C2+1+C2+1 3 84` 1+03+1+C3+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 86-711W 1+CS+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 Or 83' 1+C2+1+C 2+i 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 53-1/8" 1+C2+1+C2+1 3 1+C2+1+C;2+1 3 1+C2+1+C 2+1 3 it 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88- 1+CS+i+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74` 1+C3+1+C3+1 3 1+C:2+1+C2+1 3 1+C2+1+C2+1 3 84- 4+C3+1+C3+1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 8B•7/18- 1+C3+1+03+1 3 1+C 2+1+C 2+1 3 i+C2+1+C 2+1 3 TABLE KEY: X o X 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. j --H F--4" MiN., 10-1/2" MAX. 9" MAX. X O X T-t— — — MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP, BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Dat*12/21/2021 ' �\%I%'111fill// QNY LYNIV "f. .A , rA •••'c'ORION A LYNN MILLER, P.E P.E.# 58705 TABLE 12: TABLE 13' Anchor QuanUes, XOX,114-112.1/4 with Glass Types A, 9, C, G, H & 1 oum a@ 1Midth owmali HWOM Anchor A I Anchor 3 Anchor Grohs Q Hwd a Sill Jemb Had A S10 A SM Jamb 53-i + C2+1 2 1+C2t +i1+ 1 +1 2 60" t+C2+1+C2+1 2 1+C2+1+C2+1 72HeadI+CZ+I+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+i+G2+11+G2+1+C2+1 2 w1+C2+2+C2+1 2 1+C2+i+C2+11+C2+1+C2+1 2 sw 106318' 1+C2+2+C2+i 2 1+C2+1+C2+1 2 1+02+1+C2+i 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 106" 111" t+C2+2+C2+1 2 1+C.2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C3+1 2 1+C2+1+C2+1 2 163.118' Ur 1+C2+1+02+i 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 60' 1+C2+1+C2+1 2 I+CZ+1+C2+1 2 1+C2+1+02+1 2 4' i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+82+i 2 84• 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 2 w 1C16'w i+C2+2+Ct2+1 2 t+C2+1+C2+i 2 I+C2+1+C2+1 2 1+C2+2+C2+1 2 1+CZ+2+C2+1 2 1+C2+1+C2+1 2 lw 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1i1" 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+1+C2+1 2 53.1/8' 35a- 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 60" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C 2+1 2 74' 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+d;2+1+L7+1 2 84" i+C2+2+C2+1 2 1�+1+C2+i 2 1+C2N+G2+1 2 w i+C2+2+G2+1 2 I+CZ+1+C2+1 2 1+C2F1+C2+1 2 1o631E` I+C2+2+C2+1 2 i+C;2+2+C2+1 2 1+C2+1+Ca+t 2 for 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+1+C 2+i 2 1i1' t+C:2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+i+C;2+1 2 63-U8• 1+C2+1+02+1 S 1+C 2+1+C2+1 3 t+C2+1+C2+1 3 or 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+tom,+t 3 74' 1+C2+1+C2+1 3 1+C 2+1+C2+1 -3 t+C2+1+02+1 3 84' 1+C2+2+C2+1 3 t+C2+1+C2+1 3 I+C2+1+CZ+i 3 w 1+02+2+C2+1 3 1+CZ+2+02+1 3 1+C2+1+C2+1 3 1064'r 1+C2+3+C2+1 3 1+C2+2+C2+1 3 i+C2+1+C2+1 3 108' 1+C2+3+02+1 3 i+C2+2+C2+1 3 i+C2+1+C2+1 3 Ili, 1+C2+3+02+1 3 i+C2+2+C2+i 3 1+C2+1+C2+1 3 53-VW 1+C 2+i+C2+1 3 4+C2+1+C3+1 3 1+C2+1+C2+1 3 or 1+C2+1+02+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 74" 1+C2+1+02+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 64" or 1+C2+2+C.2+1 3 1+C2+1+C2+1 3 t+C2+1+CZ+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 10&3t8' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 106' 1+C2+3+C2+1 3 I+C2+2+C 2+1 3 1+C2+1+C2+1 3 111' i+C2+3+C2+1 3 1+C2+2+=+i 3 i+G2+2+C2+1 3 53.116' � 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 60' 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 74' t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64' i+02+2+C2+1 3 1+L'2+1+C2+1 3 1+G2+1+C2+1 3 or iob% ' 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 i+C2+3+C2+1 3 I+CZ+2+G2+1 3 i+C2+1+C2+1 3 108• Ili, t+Cr2+3*C2+1 3 1+02+2+C2+1 3 1+C2+1+C2+1 3 i+C2+3+C2+1 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 53-vr 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+G2+1+C2+1 3 or 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 TC 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 1+C,2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48' 1+C3+2+C3+1 3 1+c2+2+C2+1 3 t+C2+i+C2+1 3 t06.3t8" 1+03+3+C3+1 3 t+C2+2+C2+1 3 t+C2+1+C2+1 3 10i1" 1+C3+3+0+1 3 1+C2+2+C2+1 3 t+C2+1+C+1 3 I11" 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 53-1/8' � I I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 or 1+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 6P 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 lib' 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 Mar 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+I+C2+1 3 var ili• 1+C3+3+C3+1 3 1+C2+2+CTtt 3 1+C2+1+C2+1 3 1+C3+3+C3+1 1 3 I+C2+2+C2+1 3 I+C2+2+C2+i 3 Anchor Quantltts, XCX,114 -112 -114 with Glass Types D, E, F, J, K & L C gwwl Wifh ommu HWght Anchor Gnxp A Anchor Coup B Anchor Group C Head s6 SM Jamb Head a Sft iwnb Heed & Sid Jamb 1 26• +i i+{:2+1 + 6T 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 T4" 1+C2+2+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 64" 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 tab' 10&3/6" 106" 1+C2+2+C2+1 2 1+C2+2+C2+1 .2 1+C2+1+C2+1 2 ItC2+2+02+1 2 1+C2+2+C2+1 2 1+C2*1+C2+1 2 I+CZ+2+C2+1 2 1+C2+2+C2+1 2 i+CZ+1+G2+1 2 111' i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 53-Im 1+C2+1+C2+1 2 i+C2+1+C2+1 2 I+C2+1+C2+1 2 f +C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74" 1+C2+2+C2+1 2 1+C2+1+02+1 2 1+CZ+1+C2+1 2 1+C2+2+C2+1 2 1+02+1+C2+1 2 1 1+G2+S+G2+1 2 96' 1004W 1+C2+2+C2+1 2 I+G2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+3+C2+1 2 1+C2+2+Ct2+1 2 1+C2+2+C2+1 2 106• 1+C2+3+Cr2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 2 111' 1+C2+3+C2+1 2 1+02+2+C12+1 2 1+C2+2+CZ+1 2 183118' 36-w6" 1+02+1+C2+1 2 1+02+i+C2+1 2 1+C2+1+G2+1 2 80' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+2+C2+1 2 1+02+1+G2+t 2 1+C2+1+C2+1 2 64' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 w 1+C2+2+02+1 2 1+C.2+2+C 2+1 2 1+C2+1+C2+1 2 1063ir 1+C2+3+C2+1 2 tK2+2+C2+1 2 1+CZ+2+C2+1 2 106• 1+C2+3+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 ill, i+C.2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 53-V8• O 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 w 1+C2+1+C2+1 3 1+GZ+1+C2+1 3 1+C1+1+C2+1 3 74' t+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64' 36' 1+C2+2+C2+1 3 I+C2+1+CZ+1 3 1+C2+1+CZ+1 3 i+C2+NC2+1 3 1+C2+2+C2+1 3 1+CZ+1+C2+1 3 106,'it8• 1+C2+3+C2+1 3 1+C2+2+C2+1 3 t+C2+2+C2+1 3 t06' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 111' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 63-1/8' 1+C 2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 w 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+i+C2+1 3 74" 1+C2+2+02+1 3 i+C2+1+C2+1 3 1-C2+1+C2+1 3 84' i+C2+24C2+1 3 1+C2+1+C2+1 S. i{-C2+1+C2+1 3 9G i+02+3+C2+1 3 1+02+2+C2+1 3 1+G2+1+C2+1 3 1064W 1+C3+3+C3+1 3 1+C2+2+C2+i 3 i+C2+2+02+i 3 106' 1+03+3+C3+1 3 1+02+2+C2+1 3 1+C2+2+02+1 3 111• I+C3+3+C3+1 3 1+C2+2+C2+1 3 I+CZ+2+G2+1 3 63-V6' 64' t+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+CZ+1 3 air 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 Z+1+02+1 3 74' 1+C2+2+C2+1 3 1+G2+'i+C2+1 3 1+02+1+C2+1 3 84' 1+C3+2+03+1 3 1+C2+1+C2+1 3 1 1+C2+1+Cb1 3 w I+CS+3+C3+1 3 1+C2+2+C2+1 3 1+02+1+C2+1 3 io63/8' 1+03+3+03+1 3 1+02+2+C2+i 3 I+C2+2+C2+1 3 this' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 ill- 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 63-Vr 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+M+i+C2+1 3 60" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 T4 l+C3+2+C3+1 3 I+C2+1+C2+1 3 1+C2+1+C2+i 3 84' 1+C3+2+C3+1 3 1+02+1+C2+1 3 1+C2+1+CZ+1 3 w 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C2+1+C2+1 3 1CI6 318' ttl6' 1+C3+3+C3+1 3 1+C2+2+M+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 i+C2+2+C2+1 S 1+C:2+2+C 2+1 1 3 t11' 1+03+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 mili' or 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 w 1+C3+1+C3+1 3 1+C2+1+G2+1 3 t+C2+1+C2+1 3 74' i+C3+2+C3+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 w I+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 w 1+C3+S+C3+1 1 3 i+C2+2+C2+1 3 1+C2+1+C2+1 3 i(h&3r8" 1+C3+3♦C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 108' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2++2+C2+1 3 111" 1+C3+3+C3+1 3 1 1+C2+2+C2+1 3 1+C2+2+CZ+1 3 TABLE KEY: X O X 1+C2+2+C2+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAiL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL (4" MIN. O.C. ANCHOR SPACING) 25 314" MAX. --*-� [---4" MIN., 10-1/2" MAX. 9" MAX. X O X T_ — — — MTG. RAIL, TYP. EXAMPLE CLUSTER W! QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD &SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. • yy • • w O ••• • a C�r1 u1 CA N OC Z u- to UJ r U w Coo ®� F 2 v < Q +, ant t0A40 Zri W r0 LL r 0 CVv— tY � `, rnm ® J < � r iaeRS O X z s LL O O 2 CY a . Lu _ r {' v Q Q = .��,o�Y•LY^!A( i * : No. 58705 -CI •�p O STATE OF �I •.ORif.. rrllll{I1!\\\ A. LYNN MI t EP, P.E. REX 56706