The URL can be used to link to this page

WS-17-1836DADE (305) 757-0651 LUIS DELGADO BROWARD (954) 462-3711 Sales Representative FAX (305) 758-2967 Cell: (786) 229-0456 www.tropicalglassmiami.com TROPICAL GLASS & CONSTRUCTION CO. CGC #010159 GLASS & MIRROR • HI -RISE GLASS REPLACEMENT FRAMLESS SHOWER ENCL • IMPACT WINDOWS STORE FRONTS • TABLE TOPS COMMERCIAL • RESIDENTIAL 7933 N.W. 7th Avenue • Miami, FL 33150-3298 English, Spanish, Yiddish, Creole & French spoken /1A1513,--Je36 • ,N7/1/0 lady/2 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -7-17-1836 Perrnit Type: Wlndows/Shutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 10/12/2017 Expiration: 04/10/2018 Parcel Number Applicant 1266 NE 94 Street Miami Shores, FL 33138- 1132050100170 Block: Lot: ROBERT AND MELISSA NETKIN Owner Information Address Phone Cell ROBERT AND MELISSA NETKIN 1266 NE 94 Street MIAMI SHORES FL 33138-2947 (305)965-5110 Contractor(s) Phone TROPICAL GLASS & CONSTRUCTION Cell Phone Valuation: Total Sq Feet: $ 2,500.00 0 Type of Work: REPLACED DAMAGED SLIDING GLASS DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Work without Permit Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $110.00 $80.00 $9.00 $2.40 $110.00 $317.80 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -7-17-64609 07/18/2017 Check* 23020 $ 50.00 $ 267.80 10/12/2017 Check #: 23407 $ 267.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural 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 AFFIe •VIT: 1 - fy th- all the foregoin• nformation is accurate and that all work will be done in compliance with all applicable laws regulating opconstruction and . hermor , I .. �l orize t•ove named contractor to do the work stated. Aut ignature: •wn; / Applicant / Contractor / Agent Building Department Copy October 12, 2017 Date October 12, 2017 1 OV\�� Miami Shores Village g 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 Master Permit NoAs(.; 1 g3C. PERM APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION El SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /2 ‘b A./6 91/ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1 I,/ 3 , , " ©( 0 ' (Q /' Occupancy Type: Load: Is the Building Historically Designated: Yes NO ConstructionfType: Flood Zone: BFE: FFE: / OWNER: Name (Fee Simple Titleholder): � .54 � �% Phone#: Address: /2/ i / JE City: /"6 J1�/ �3 ��1�;1 State: F_ Zip: m� ! 1 Tenant/Lessee Name: I / {/f Phone#: Email: �%V F-�1/V O��' ",L Lat CONTRACTOR: Company Name: —720 "P'-'& 6-0 ' ( T (rp, Address: 4? -3 AM) 741 Ave Phone#: 3S = 2? -0a-/ City: // i State: Zip: 3/6- a Qualifier Name: -6tZ(ACE 12056-A/S7 Pt Phone#: .305----757- €Gs7 State Certification or Registration #: c6 -e CX/g6 30 Certificate of Competency #: DESIGNER: Architect/Engineer: ` Phone#: Address:>> City: State: Zip: Value of Work for this Permit: $ Li T� ✓ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration n New Repair/Replace n Demolition Description of Work: /2 pt.Jce} t IAO e 9-.z/) -/t/ 4- &L� • %0012 A t�7TI - N&Iv (/L.4o tU-e— �sss� -. /Jp-er >i Specify color of color. thru tile: Submittal Fee $ -•V ' 00 Permit Fee $ l ( 0 . Ck CCF $1 co/as Scanning Fee $ 9 . CO Radon Fee $ L ' DBPR $ 2 • Notary $ -- Technology Fee $ � , `4 3 Training/Education Fee $ Q • 60 I Doub e Fee WO WO . CO Structural Reviews $ b.. Bond $ TOTAL FEE NOW DUE $ , SC) (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in 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 ace of such posted notice, the inspection will not be ap-roved and a reinspection fee w .e charged. Signature OWNER or AGE The foregoing instrument was acknowledged before me this day of � , 20 \.-1 , by ��%I'C%I a'i�=� NCwho is personally known to me or who has produced identification and who did take an oath. NOT � ' Y PUBLIC: Sign: ` .�_/ "-AA11MI Seal: ************** as oup,, JILL R. SER ?• : Notary Public - State 01 Florida • r ; ; or My Comm. Expires Jul 15. 2018 �`-o c Commission # FF 104077 *sitw9(ili ******** * Signature CONTRACTOR The foregoing instrument was acknowledged before me this da of ,20 V-1 ,by - text); is personally known to me or who has produced as identification and who did take an oath. 141%NARY PUBLIC: .tom % • :�_ Sign. Print: Sea : ***************** APPROVED BY Plans Examiner (Revised02/24/2014) JILL R. SERFATY Notary Public - State of Florida • My Comm. Expires Jul 15, 2018 ****4@ofrlrrillstbtiV#1P41134&7 ** Zoning Structural Review Clerk Property Search Application - Miami -Dade County OFHCE OF TSE PROPERTY A Summary Report Property Information Folio: 11-3205-010-0170 Property Address: 1266 NE 94 ST Miami Shores, FL 33138-2947 Owner ROBERT NETKIN &W MELISSA Mailing Address 1266 NE 94 ST MIAMI SHORES, FL 33138-2947 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/4 / 0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,219 Sq.Ft Lot Size 12,960 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $466,891 $434,012 $395,496 Building Value $295,605 $295,932 $296,259 XF Value $31,075 $31,402 $20,564 Market Value $793,571 $761,346 $712,319 Assessed Value $793,571 $727,993 $661,812 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction Taxable Value $33,353 $50,507 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 19 & E15FT OF LOT 20 LOT SIZE IRREGULAR OR 18248-4411 0898 1 COC 24677-2618 08 2005 1 Page 1 of 1 Generated On : 7/17/2017 Taxable Value Information Previous Sale 20171 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $793,571 $727,993 $661,812 School Board Exemption Value $0 $0 $0 Taxable Value $793,571 $761,346 $712,319 City Exemption Value $0 $0 $0 Taxable Value $793,571 $727,993 $661,812 Regional Exemption Value $0 $0 $0 __...._._..........__. Taxable Value $793,571 $727,993 $661,812 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/2005 $1,050,000 24677-2618 Sales which are qualified 05/01/2004 $699,000 22285-4947 Sales which are qualified 08/01/1998 $266,000 18248-4411 Sales which are qualified 06/01/1994 $130,000 16396-0380 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/17/2017 Miami -Dade Official Records - Print Document Page 1 of 1 THIS INSTRUMENT PREPARED BY AND RETURN TO: LEE D. GLASSMAN, ESQUIRE LEE D. GLASSMAN, P.A. 8000 PETERS ROAD,A-200 PLANTATION, FLORIDA 33324 Property Appraisers Parcel Identification (Folio) Numbers: 1111111 1111111111 11111 11111 11111 11111 10111 GFN 2oogs 20926383 OR Ek 23741 Ps 2602; f1as1 RECORDED 09/02/2005 09:50:49 DEED DOC TAX 3.570.00 HARVEY RUVIN, CLERK OF COURT MIAPMI-DADE COUNTY, FLORIDA LAST PAGE Space Above This Line For Recording Data .TRIS' WARRANTY DEED, made the 24 day of August, 2005 by ROBERT NETKINN and MELISSA / NET1QN HUSBAND AND WIFE, herein called the grantors, to DAVID M. • HARRIS Ind GINGER' D. L. HARRIS, HUSBAND AND W1FE, whose post office address is 610 NE 55 TERRACE, MIAMI, FLORIDA 33137, hereinafter called the Grantees: (Wherever used herein the terns "grantor" and "grantee" include all the parries to this Instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the grantors, for and in consideration of the sun of TEN AND 00/100'S (510.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in Broward County, State of Florida, viz.: LOT 31 IN BAYSHORE PLAZA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 39, PAGE 51, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY FLORIDA. Subject to easements, restrictions and reservations of record and to taxes for the year 2005 and thereafter. TOGETHER, with all the tenements hereditaments and appurtenances thereto belonging appertaining. or in anywise TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantors hereby covenant with said grantees that the grantors are lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes scorning subsequent to December 31, 2004. IN WITNESS WHEREOF, the said grantors have signed and sealed these presents the day and year fust above written Signed; s :: delive ..atS. presence of: Witness Witness With - #2 Signature Bernice Ocasio Witness #2 Printed Name STATE OF FLORIDA COUNTY OF Broward ROBERT NETKIN 1266 NE 94Th STREET, MIAMI SHORES, FLORIDA 33138 MELISSA NETKIN 1266 NE 94TH STREET, MIAMI SHORES, FLORIDA 33138 The foregoing instrument was acknowledged before me this of I day of August, 2005 by ROBERT NETKIN and MELISSA NETKIN whoonalky • j , have produced 11‘a..D..iveiaLitumet as identification. SEAL My Conuni File No: 05-371R BERNICE OCASIO ;) M`� i.r.,;,•,tSSION l no g84199 Notary Public Bernice Ocasio Printed Notary Name Book23741/Page2602 CFN#20050926383 Page 1 of 1 https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?Q S=YaoUfOzxry... 7/17/2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Qualifier/Owner Signature %jk c e hs eotae a rp,,;I� . r Date Print Name " 002627 eRqcE Lo -cal Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 5566634- BUSINESSNAMETLOCATION TROPICAL GLASS & CONSTRUCTION CO 7933 NW 7 AVE MIAMI FL 33150 RECEIPT NO. RENEWAL 5806626 • EXPIRES SEPTEMBER 30, 2018. Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9.& 10 OWNER SEC. TYPE OF BUSINESS TROPICAL GLASS & 'CONSTRUCTION CO 196 GENERAL BUILDING CONTRACTOR CGC048630::— • • _ Worker(s) 23 PAYMENT RECEIVED BY TAX COLLECTOR $14azia 08/10/20-17 CF1ECK21-17-076482 This Local Business Tax Receipt only confiims payment of the Local Business Tax.. The Receipt is not a license, permit; or a certification of the holder's qualifications, to do business. Helder must comply with any gavernmental, or nongovernmental regulatory laws and requirements which apply to the business. The'RECEIPT NO. above must be displayed on all commercial vehicles — Miami—Dade Code Sec 8a-276. For more information, visit www.miainideuJe.govitaxcollector 0 10/05/2017 11:26 3057582967 To: Melissa Netkin 1266 NE 94th st TROPICAL GLASS TROPICAL GLASS & Construction Co. Certified General Contractor #010159 7933 N.W. 7th Avenue * Miami, Florida 33150-3298 DADE: 305. 757.0951 BROWARD: 954. 462.3711 FAX: 305.758.2967 www. tropicalglassmiami.Com Miami Shores, FL 33138 RE: Impact SGD A. B. C. D. E. Proposal To remove and discard (1) section of non Impact sliding glass doors ( 195" x 80" ) which consists of 4 panels with frame. To furnish and install (1) new Impact Resistant sliding glass doors ( 195" x 80") with (2) middle operable panels ,(2) outer fixed panels Low E gray glass , white frames and box screens into owner's existing PAGE 01/01 RECEIVE,��,[�/ Oct Ob �yl' Date: 5.30.17 Caller: Melissa Netldn Title: Owner Work#: 305-586-3803 opening located in the rear section of house. Fjrclusions; Engineering, plans, permits, after hours, painting, patching, and cement work. Total labor and materials Terms: Deposit required upon approval of this proposal Balance due upon completion of this proposal Cell* Fax#: E -Mail: robnet®x /�ntaOTt! com Quoted By Luis Delgado, Sales Rep. 13,489.00 9,000.00 4,489.00 TERMS: **ALL DEPOSITS AND CREDIT CARD CHARGES ARE NON-REFUNDABLE** INTEREST of 1.8% APPLIED TO Au. OUTSTANAING INVOICES, ATTORNEYS FEES AND COSTS WILL BE ADDED TO COST OF COLLECTION. ALL MATERIALS REMAIN PROPERTY OF TROPICAL GLASS & CONSTRUCTION CO. UNTIL FULLY PAID FOR TROPICAL GLASS & CONSTRUCTION CO., INC. 7933 NW Seventh Avenue Miami, FL 33150 BILL TO Melissa Netkin 1266 NE 94 Street Miami Shores, FL 33138 INVOICE DATE INVOICE # 6/1/2017 96804 SERVICED AT: Impact SGD —1266 NE 94 St Miami Shores, FL 33138 Melissa Netkin, Owner W: 305-586-3803 PO NO. TERMS Luis, Rep DESCRIPTION QTY RATE AMOUNT, 1266 NE 94 St Miami Shores, FL 33138 Re: Impact SGD Removed and discarded (1) one section of non impact sliding glass doors (195" x 80") +/- which consists of (4) four panels with frame. Furnished and installed (1) one new impact resistant sliding glass doors (195" x 80") +/- with (2) two middle operable panels, (2) two outer fixed panels Low E gray glass, white frames and box screens into owner's existing opening located in the rear section of house. Total labor and materials $13,489.00 Deposit Received 06/01/17, CK# 1286 DTD: 05/31/17 (ROBERT NETKIN) $9,000.00 13,489.00 13,489.00 -9,000.00 Phone # Fax # E-mail Subtotal $4,489.00 305.757.0651 305.758.2967 info@tropicalglassmiami.com Total $4,489.00 Web Site www.tropicalglassmiami.com Payments/Credits $0.00 Balance Due $4,489.00 aukS-14- Afere- /z“ NE 9Y -Ir S161 -e, 3313 g=14 "g (= M 6- 00A 1.0 .. ••• • • • • • • • ••••• .. • • •• • •••• • ••• • • • • • • •• •• • • • • • • •• • • •• ••• • • ••• • • • • • • • • • • • • • ••• • • • • • . • •• •• • • • •• • • ... .• • ••• • • •• •• Miami Shores Village iXF'Pr7OVED BY DATE ZONI?;G !SEPT �� 111.111 ... 6'LG G,?T iiyigb-ling ' WITH ALL RULES AND REGULATIONS - D 'AL SITi -4 6 COMPLIAN .• • ;1;1/4 Al) COUNTY 41•40- .M IAM 1 -RADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION CEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamid ade. gov/economy PGT Industries, Inc. 3A2f1 echnolo 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 right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revokethis acceptance, if it is determined by Miami -Dade County Product Control Section that this product •or mpterial ils•ttr meet•t4. • • requirements of the applicable building code. •• ••• • This product is approved as described herein, and has been designed to comply with the F1c d ^__ d i. _ „ _ . . . including the High Vel• DESCRIPTI : Series "SGD-780" Aluminum Sliding Glass Door w/90° & 135° cornet tR8i'nf/Non.2ei$'f)-L.1!?I. APPROVAL DOCUME : r •••• •••• - � heed through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT IndYstriec,• signe$.and •sealed. by.. • Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision• .tamp with the Notice of• Acceptance number and Expiration date b t ►w ' — .. . * oduct Control Section. • • • 11 ... . MISSILE IMPACT RAT : Large and Small Missile Impact Resistant • . • . . Limitations: • • •• • • 1. Max Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 ft2. The inside/outside 90° & 135° corner units are limited to straight panel each comer side per tables 1 thru 3. 2. See sheets 2 & 8 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement and anchorage quantity requirements. See sheet 11 for glass options. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket anchor details in sheet 6. 3. Pockets wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement to be reviewed by Building official. 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 and renews NOA #16-0629.10 and consists of this page 1 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. 17-0420.04 Expiration Da Approval Date: July 27, 2017 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. MD -780M Rev B titled "Aluminum Sliding Glass Door (LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked—up drawings and installation diagram of Aluminum SGD (w TPS, Super, Cardinal & Duraseal spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16,.all sigial.gad sealed by Idalmis Ortega, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . . . .. . •••• • . . 2) Uniform Static Air Pressure Test, Loading per FkICTAS 202-9T . 3) Water Resistance Test, per FBC, TAS 202-94 . ... 4) Large Missile Impact Test per FBC, TAS 201-9¢. • .. • • .. • 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 SCi-D X3/435° • interior/Exterior comer & interior pocket mount, prepared by Fenestration Testing LaboratQ;y, Test Reports No(s) FTL-8322 and FTL-8374, dated 08/06/15, both signed and sealed by Idalmis Ortega, P. E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI -8124.01-401-18 R, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (submitted under files # 12-0516.04) Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL-5619, dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E.(Submitted under file #11-1018.12). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/08/17 and last revised on 07/17/17, complying with FBC-2017 (6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC- 2014 (5t 1 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. (submitted under file #15-0903.09) 2. Glazing complies w/ ASTME-13 00-02, 04 & -09. Yshaq T. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 2022 Approval Date: July 27, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Trofosil Ultra clear & color PVB Interlayers (former Butacite)", expiring on 07/08/19. • . F. STATEMENTS • .. .. . ..•• . . .• . 1. Statement letter of conformance to FBC 2017 (6th Edition) and FBC 20�445t4 edition) •prepare • • •; by PGT, dated July 17, 2017, signed and sealed by Lynn Miller, P.E. •••••• • •. . ••• 2. Statement letter of conformance to F.BC 2014(5th edition) and letter ofpo..Uip•ancial Crit; that, • • prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, P. 41.1bmitt2 4finCier filo #15-0903.09) • •' 3. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller, P.E. • • • 4. Lab compliance as part of the above referenced test report.• . ' G. OTHER 1. This NOA revises & renews NOA #16-0629.10, expiring 08/02/22. 2. Test proposal # 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 2022 Approval Date: July 27, 2017 E-2 SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING INT./EXT. POCKETS & 900/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEET 11. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) APPLICABLE TEST REPORTS: FTL-5254, 5273, 5618, 5619, 8322, 8374 & ATI -81241.01-401-18. TABLE A: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Mln. Embedment or Metal Thickness A #12 410 SS SMS (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8' 1-3/8' 6083-T5 Aluminum 3/8" 9/16" 0.083' A36 Steel 3/8" 9/16' 0.050" Gr. 33 Steri Stud 3/8" 9/16' 0.045" (18 Ge) 1/4" Elco Aggre-Gator® Fy=57 ksl, F„=96 kat All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" Jamb / P -hook Filled Block (ASTM C90) 2" 3" 2" Jamb / P -hook Hollow Block (ASTM C90) 2" 3" 1-1/4" Al Southern Pine (SG = 0.55) 1" 1" 1-3/8" B 812 Steel SMS (Or. 5) (min. of 3 threads beyond metal substrate) Al Southem Pine (SG = 0.55) 9/16' 7/8' 1-3/8" 806345 Aluminum 3/8" 9/16' 0.063' A38 Steel 3/8" 9/16" 0.050' Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) C ., 1%41 E(co Liltraeon® Fy=155 ksl..F,,=177 kal A)I - Concrete (min. 2.85 ksi) 1" 4" 1-3/8" Jamb / P -hook 11011 • ...RJp. kfA,STM C90)„w 1_" 6' 1.1/4" 1/4' Elco Ultracorl® Fy=155 ksi, Fel 77 ksi All Concrete (min. 2.85 ksl) 2-1/2' 4" 1-3/ " Jamb / P -hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" 1/4 co CreteFlex® F9=127.4 ksi, F..189.7 ksi Head / SIlI Concrete (min 3.35 ksi)1" 4" 1-3/4" Jamb / P -hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" Jamb / P -hook Hdlow Block (ASTM C90) 1-3/4" 6' 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 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 TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33.K51. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. CODES / STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 • ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1-3 & C1-C2 ON SHEETS 7 & 8 TABLE B: SEE DETAILS ON SHEET 11 Glass •4nggoc) ..,,--.,.... Table * Sheet M CT�, i ' 7/16" Laminated: (1) Lite o13/16" ANN Glass and (1) Ute of 3/16" H9 Glass with .090" PVB Interlayer > 2 7 2""'9116'-1.amioaL9/jj.Q) Lite of 1/4' ANN Glass and (1) Ute of 1/4" HS Glass wlthAQQ„P_U&Intartagef"' 2 7 3 1-1/16' Laminated I.G.: 3/16" T Exterior Cap + 7/16" Air Space + 7/16" Laminated consisting of (1) Lite of 3/16" ANN Glass and (1) Ute of 3/18' HS Glass with .090" PVB Interlayer 2 7 4 1-1/16' Laminated I.G.: 1/4" T Exterior Cap + 3/8" Alt Space + 7/16" Laminated consisting of (1) Lite of 3/16' ANN Glass and (1) Lite 013/16" HS Glass with .090" PVB Interlayer 2 7 5 7/16' Laminated: (1) Lite of 3/18" ANN Glass and (1) Lite of 3/16' HS Glass with .090" SG Interlayer 1 7 6 9/16" Laminated: (1) Ute of 1/4" ANN Glass and (1) Ute of 1/4" HS Glass with .090' SG Interlayer 1 7 7 7/16" Laminated: (2) Utes of 3/16" HS Glass with .090' SG Interlayer 3 8 8 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" SG Interlayer 3 8 9 1-1/16' Laminated I.G.: 3/16" T Exterior Cap + 7/16" Air Space + 7/16" Laminated consisting of (1) Lite of 3/16" ANN Glass end (1) Ute of 3/16" HS Glass with .090" SG Interlayer 1 7 10 1-1/16" Laminated I.G.: 1/4' T Exterior Cap + 3/8" Air Space + 7/18' Laminated consisting of (1) Lite of 3/16" ANN Glass and (1) Ute of 3/16' HS Glass with .090" SG Interlayer 1 7 11 1-1/16" Laminated I.G.: 3/18'T Exterior Cap + 7/16' Air Space + 7/16" Laminated consisting of (2) Utes 09 3/16' HS Glass with .090" SG Interlayer 3 8 12 1-1/16" Laminated I.G.: 1/4" T Exterior Cap + 3/8" Air Space + 7/16" Laminated consisting of (2) Lites of 3/16" HS Glass with .090" SG Interlayer 3 8 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X 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. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 7 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RE__VJEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE • ISJIOT JIGH=TQTHE•Sl)BSTRATE, AND TRANSFER SHEAR LOAD TO • SUBSFRf. TEsIF $UBCTIi4TI ISINOOD, 30# FELT PAPER OR MASTIC IS REQUIRED IIROPT jiA1jINJU�� COQ SUBSTRATE, OR AS APPROVED BY THE • AU1RV1 GENERAL NOTES 1 't EXAMPLE CONFIGS 2 INSTALL DETAILS3-6• DP/ANCHOR TABLES7-8 EXAMPLES 9-10 GLAZING DETAILS 11 • ANCHOR LOCATIONS 12-16 PANEL TYPES 16 • EXTRUSIONS �I PARTS LIST ddo • ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 •Y 6ENEvtj4Oie: ••• •.• J ROSOWSKI UPDATED WO FBti 2017,47REY. TALES 1-3 &! 04/05/17 • • • • • •• j SGD-7$b• N1% 1 OF 18 t$ MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED • PRODUC f REVISE° es eemPhbs will the Plaids 4@Ah�aace•p/wAeipri'eym�g4sikaeru•M coepNNc ENS17-0420l �c1 L. * : at No. 580M -3-)30\ 747 I7FIAri A. LYNN MILLER, P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 800 • • • 000 • • MAX. UNIT WIDTH r. MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1 PANEL CONFIGURATIONS POCKET NOM. PANEL WIDTH PER TABLES 1-3 NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1-3 , PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH 2 -PANEL CONFIGURATIONS MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NEE 5 -PANEL CONFIGURATIONS R MAX. UNIT WIDTH NOM. PAN PER Tr MAX HEI PER TA POCKET MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH 8 1 vocrEr �» 3 -PANEL CONFIGURATIONS EL WIDTH MHA. UNI I 81/I1/ 111 Cr BLES 1-3 MIMI v UNIT HTv Arai vrn BLES 1-3 1 6 -PANEL CONFIGURATIONS 7 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FT' I—DETAIL LETTER 4 --SHEET NUMBER NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT o HEIGHT PER TABLES 1-3 � I MAX. UNIT WIDTH POCKET Jv— 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH CORNER TYP. OUTSIDE CORNER SHOWN, INSLOE CORKER SIMILAR SEE OTE 2.1505 SHEET. "X" = OPERABLE PANEL "O"=•NOPEMABLE PANEL "p" : POCKET • • • • • 8 -PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH - 7.875" • DL H GHT TD. BOT. RAIL, #22) = DOOR UNIT HEIGHT - 13.47" oLpHegGHT1TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT -17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" • • •• ••• •• • • • •• POCKET PRODUCT REVISED ascanigykiwiththeMelds belatei 0'eM Amputee N. 17-04 Nitrating Data 2/" 2271 14• ML�m' [twV Prodactco58M ALUMINUM SLIDING GLASS DOOR NOA (LM) 1 10/05/15 • 4 • ••• ••• CONFICZ 3,6-rict§ • 4, • • • J ROSOWSKI NO €HANOES'rH16 SHEET. • • • ! • • • . •• NTS SGD-7g0• 2 0 18 04/05/17 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT © 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED 0% P2't v1GENSF •. ((/ • 3. * No. 58705 .. 7: (mss•- ;c( ORIDP.•••G?� 'i,;S/ONAL IE A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • 0 0 0 • • OPT. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT EDGE DISTANCE `. 1/4" MAX. —►� DETAIL Al THRU IX WOOD INTO MASONRY DETAIL 81 ASTRAGAL FACING EXT. DETAIL Cl INTERLOCK DETAIL DI INTO METAL METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE FRAME WIDTH 12" FIXED "0" PANEL BRACKET Q TOP AND BOTTOM 1 EDGE DISTANCE EXTERIOR 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE EXTERIOR DETAIL A2 INTO 2X WOOD EMBEDMENT 1/4" MAX. DAYLIGHT OPENING WIDTH EXTERIOR r-. L HORIZONTAL SECTION (XXO SHOWN) DETAIL C2 INTERLOCK DETAIL D2 INTO MASONRY SEE TABLES 1-3 FOR REINFORCEMENT REQUIREMENTS SEE TABLES 1-3 FOR REINFORCEMENT REQUIREMENTS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE mnm�emmo_ EXTERIOR HORIZONTAL SECTION (XO SHOWN) NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEET 12 FOR ANCHOR LOCATIONS & SPACING FOR EACH TRACK CONFIGURATION. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 4) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 5) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. •• ••• 1/4" MV. • • • PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT CONCRETE/CMU PER ANCHOR . • : ROUIREMENT T • • • • • • •• ••• •• • • • •• 1/4" MAX. DETAIL B2 ASTRAGAL FACING INT. INTERIOR ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. 1-1/2" FROM EACH END EDGE DISTANCE EMBEDMENT ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 • j INSTAL TJOli f1QRIZOa r J. XntT. it J ROSOWSKI • • • • • • • • • • 11;40 CHANGES•fH16 SHEET.• •• Ag 04/05/17 • • • SGD-780.5 NfSell 3 OO 18 t}al MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT O2017 POT INDUSTRIES. INC. ALL RIGHTS RESERVED PRODDCF REVISED m eemplylog with Portohlf 10U0Ing Cede AccepAcceptance No l7-pHZa.Oy tanc Ate 4+ '>• 12201. L SL" • �.V.e.". OCENSE. * NO. 58705 *� • .� (�s'•.;°[ORIDP.••• .\ 'It/11110W !I - A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • EMBEDMENT 1/4" MAX. SHIM DETAIL El INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL E2 INTO WOOD EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEETI DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW 6.. OPT. TAU. BOT. RAIL GROUT AS NEEDED, SEE ANCHOR NOTE 5, SHEET 1 1/4" MAX. _ SHIM 1XOR2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 DAYLIGHT OPENING HEIGHT PANEL HEIGHT 1/4" MAX. SHIM • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW FRAME HEIGHT EXTERIOR 1/4" MAX. SHIM EDGE DISTANCE EMBEDMENT - EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND 2X WOOD EDGE DISTANCE PER BUCKSTRIP OR CONCRETE/CMU-� SUBSTRATE, SEE FRAMING, SEE PER ANCHOR DETAIL F1 TABLE A, SHEET 1 & ANCHOR NOTE 3 REQUIREMENT INTO MASONRY NOTE 3, BELOW SHEET 1 VERTICAL SECTION VERTICAL S DETAIL F2 INTO WOOD DETAIL E4 INTO METAL EDGE DISTANCE /4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE SUBSTRATE, SEE TABLE A, SHEET 1 TABLE A, SHEET 1 & NOTE 3, BELOW & NOTE 3, BELOW NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING FOR EACH TRACK CONFIGURATION. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. .078 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. OPT. SCREEN TRACK ADDON; SIMILAR FOR HEAD AND JAMB, 2-4 TRACKS - .062 -+7 .713 3.630 PI S LL RISER 15 (41/2" TOTAL SILL HEIGHT) #12 SHOWN 13-16 ALSO APPLY 1-5/8" = TOTAL SILL HEIGHT .713 .062 .780 --^-1 .713 i 4.409 SILL RISER (5-1/4" TOTAL SILL HEIGHT) - .062 r- .713 1.878 INEM SILL RISER' SILL RISER Q_2_,)(1-5/8" TOTAL l,12)(2-3/4" TOTAL • • • • • S LL1.1EIGtiT) • • SI6,HEIGHT) 1/4" MAX. SHIM • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ECTION •• • • • • • •• ••• •• • • • •• SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7-8. - .062 r- .713 2.628 SILL RISER (3-1/2" TOTAL SILL HEIGHT) A ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED •• •+iNSTm,i_novvRTICA•L•vSn'I'. m' J ROSOWSKI • IR • • • • • • NOCHAMISE9THIS SHEET.• • 04/05/17 • • • • SGD-7% NTS 4 C}k 18 i MD -780.0 4/ B PRODVC f REXl61!0 re emptying wills the nal& inDiiina Coda AvatpV Eapienaen at? No '1 Eapimrtlee pate y ((l., 1 IL.,,,,A... es, r,..fi,eent ai `s.,�ON`( LYNrVM� ,„ ss ..•'•L10EN„, •�e i * i No.58705 '•. F. '• etz_r_____J ,.--• 'i�� FLOR10P•.••'. \�� ';,' '11111110W A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • INTERIOR INTERIOR li Ci9" MAX. OC1...* . mer wok 1.16.0.6414 -46 DETAIL G1 135' INSIDE CORNER EXTERIOR 135° 0 A# 4V\ 135° ^ 4 INTERIOR MINI 01 ii -e 1piaT © 0 Jk a DETAIL H1 90' INSIDE CORNER 90° EXTERIOR a 17-1/2" MAX. O.C. INTERIOR DETAIL G2 135' OUTSIDE CORNER 19" MAX. O.C. EXTERIOR NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14-15 FOR ANCHOR LOCATION & SPACING. FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. EXTERIOR a111101 -II -it i r ® P2,11Pip� alma EXTERIOR I V =Maar ft INTERIOR 90° INTERIOR • • • • • • 1 • • • • • ••• ••�M ▪ O.C•• • s ••• DETAIL H2 90' OUTSIDE CORNER J PRODVC P REVISOb •+caWrva with the Mork!' biding Code Actepe»ee No I—0420.Ott Ex'ph'efk. Dote '-7© . • 22— A z F ALUMINUM SLIDING GLASS DOOR NOA (LM) 8 8 10/05/15 • • • • • E • • ••• 1 CORN ER AS TRAG AL HORS . XEET. J ROSOWSKI NOCHAWGESiTIZS S"H&T: SGD-ite • • • • • 8. NtS 5CIF 18 •• AA 04/05/17 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT C 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED ``11I III I I,,, LYNiyM., 't�''�\DENSE •'•�� * No.56705 mo. Luz' '/'';/519/0,SNAL „?`�� A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL NON- STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB EXTERIOR INTERIOR DETAIL 11 INTO MASONRY INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO PREVENT WATER INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW SEE NOTE 4, BELOW EXTERIOR EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & EXTERIOR NOTE 3, BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EDGE DISTANCE EDGE DISTANCE —~ INTERIOR POCKET EMBEDMENT EDGE DISTANCE EMBEDMENT 114" MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT SEE NOTE 4, BELOW TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EXTERIOR EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 15 FOR ANCHOR LOCATION & SPACING. 4) #10 X 3/4" SMS @ MAX. 5-1/2" FROM ENDS & 12" MAX. O.C. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT EDGE DISTANCE 1/4" MAX. J SEE NOTE 4, BELOW DETAIL 12 INTO MASONRY EDGE DISTANCE EXTERIOR EXTERIOR POCKET EMBEDMENT 1 1/4" MAX. • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT EDGE DISTANCE EE NOTE 4, BELOW DETAIL 14 INTO 2X WOOD •• ••• • • •• • • • • EXT•ERIOR POCKET • • •• ••• •• • . • • EXTERIOR 1 PRODUC f REVISED in complying 1rilY Um norld• AceepfiaacDodo No 17"042o•GC/ EEpirafien Dots sit/ 2 /an ell- doom' Ando Padget COM A ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 kii HOOISt 4tu F•S, HO5li.X '.1EliN. • • • • • • • • • • ANO SHANOESCHI6 Si1EiT. • • •• • • • • • •• -- J ROSOWSKI • • • � SGD-10• T 6 OF 18 EN MD -780.0 04/05/17 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29298 COPYRIGHT ® 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED �7`711II11I 1117771 ' ; No.58705 AQ•••. 7T ,A, "OE' . 7jtl11111LYNN E.# MILLER,11` P.E. P.NAL58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 90' & 135' comer units, see sheets 14 & 15 Table applies to Glans Types 5, 6, 9 & 10 containing ANN -HS SG Laminated Glazing. Reinforcement (part #29) is not required in the Exterior Interlock Door Unit Height 80" 84' 96' 108' 120' 77-3/4' Panel Height" 81.3/4' Panel Height" 93-3/4" Panel Height" 1053/4' Panel Height" 117-3/4' Panel Height"' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group , A B I C I D AIBICID AIBICID A I B I C I li A 1 8 1 C I D Nominal Panel Wldth I 36" 28-1/8' DLO Design Pressure +80/-80 psf +80/ -80 psf +80 /-80 psf +60 / -70 psf +60/ 70 pal Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C6+1 C8+1 C4+1 C4+1 Jamb 8 6 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 10 10 10 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 42' 34.1/8" DLO Design Pressure 8 +80/-80psf P -hook 4+4 4+4 +80/-80psf 4+4 1+4 4+4 +80/ 80psf +80/ 70 psf +60/ 70psf Head/Sill 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C6+2 06+2 C4+2 C4+2 06+2 C8+2 C6+1 06+1 C6+2 06+2 C8+1 C6+1 Jamb 8 8 6 8 8 8 8 8 10 10 8 8 10 10 8 8 12 10 10 10 P -hook 4*4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 48' 40-1/8" DLO Design Pressure +80/-80psf +80/-80psf +80/ 80psf +60/ 70psf +60/ 70psf Head/Sill C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+2 C4+2 06+2 C6+2 C6+2 C6+2 C6+2 08+2 C8+2 C8+2 C6+2 C8+2 C8+2 C6+2 Jamb 8 8 6 6 10 8 8 8 10 10 8 8 12 10 8 8 12 12 10 10 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 54" 46-1/8' DLO Design Pressure +80 /430 pal +80/-80 I +80/ -80 psf Head/Sill C4+3 C4+3 C4+2 C4+2 06+3 C6+3/ C4+ C4+2 06+3 C8+3 C6+2 06+2 Jamb 10 8 8 6 10 8 1 8 8 12 10 8 8 P -hook 4+4 4+4 4+4 4+4 4+4 4+4\\4+4 4+4 4+4 4+4 4+4 4+4 Not available In these sines 80" 52-1/8' DLO Design Pressure +80/-80 psf +80/-80 pal +76.2/-78.2 psf • Head/Sill C8+3 C8+3 C4+3 C4+3 C6+3 C8+3 08+3 C6+3 C6+3 C8+3 C6+3 C6+3 Jamb 10 8 8 6 10 10 8 8 12 12 8 8 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 4+4 4+4 +/- 80.0 PSF FOR GLASS TYPES 6, 9 & 10. • Design Pressure (DP) and Anchor Quantities Required, (far all approved condgura8ons on Sheet 2) For comer astragal anchorage on 90° & 135' corner units, see sheets 14 & 15 able applies to Glass Types 1 - containing ANN -HS PVB Glazing Reinforcement (pert #29) is not required in the Exterior Interlock �` / Door Unit Height 80' 98" 77-3/4" (alght" 93-3/4' Panel Height" Anchor Group Anchor Group A I B 1 C 16D—) A 1 6 1 CID lg m a -------BeSlpffPressure 28-1/8' DLO 3-1/2" +65/-65 psi' +65/-65psf Head/S111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 6 8 8 8 8 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 42" 34-1/8" DLO Design Pmssure +65/ -65 psf +65/ -65 psf Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 6 8 8 6 8 8 8 8 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 048" 40.1/8` DLO Design Pressure +65/-65 psf Head/Sill C4+2 C4+2 +2 C4+2 C4+2 C4+2 Jamb 8 6 6 6 10 8 8 8 P -hook 4+4 4+4 4+4` 4+4 1+4 4+4 4+4 4+4 "'SEE FORMULAS BELOW DLO WIDTH = NOM. PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT -13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT - 17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" TABLE C1: Water -Limited (+) Design Pressure Sill Total Sill Max. (+) DP Riser Height Allowed 12 1-5/8"See a Note 2 CIL 2-3/4" +50.0 psf " 14 3-1/2" +73.3 psf 15 4-1/2" +80.0 psf 16 5-1/4" +80.0 psf • • • • • ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C1, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C4+1, 4 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P -HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. 0 USED IN EXAMPLE 2, SHEET 10 FIG 1: OH LENGTH OH HEIGHT • • •• • • • • •• ••• •• • • • •• DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 OR 2 AND TABLE Cl DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLES 1 OR 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING. A ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 J ROSOWSKI A 04/05/17 SGD-7%a NT;11 7 & 18 IF1 MD -780.0 B •t DP & AtICIIOFiQtilANTIT.Y•feL�' • •• • tUPLMTES4A• BLEB14&2e e • • • • ••• 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH, 829298 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED PRODUC r REVISED as cempiyieg with the Florida 1rsWing (fele Aaeppace No 17-" EuPhsaea0ste S s • i` lt,..1..- 5<iG4+ c NSF ON'> * ; • No. 58705 = p� sfA o (�•'�� % s•-.�c OR1D�'.-'G� • 1j1/,111111\\` A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • v Design Pressure (DP) and Anchor Quantftles Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 90° & 135° comer units, sea sheets 14 & 15 Table applies Glass Types Reinforcement (pen In the Exterior to 7, 8, 11 & 12 829)1s required Riser Door Unit Height Allowed 80" 84" 96" 108" 120" 132' 144" 77-3/4" Panel Height'" 81-3/4" Panel Height** 93-3/4" Panel Height"' 105-3/4' Panel Height" 117-3/4" Panel Height"" 129-3/4' Panel Height*" 141-3/4" Panel Height Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group / Interlock In A 1 B I C I D AIBICIDerior ALBICID AIBICID AIBICID AIBICID 1 E48"70 i 30* 22-1/8" DLO Design Pressure +105/ 115psf +105/ 115psf +105/ 115ps +105/-115psf +105/-109psf +98/-98 psf +89/-89psf Head/Sill C4+1 C4+1 C4+1 04+1 C6+1 C8+1 C4+1 C4+1 C6+1 C6+1 C6+1 C6+1 C8+1 C6+1 C8+1 C8+1 C6+1 C8+1 C8+1 06+1 06+1 C8+1 C6+1 C6+1 C6+1 C8+1 C8+1 06+1 Jamb 10 8 6 6 10 8 8 8 10 10 8 8 12 12 8 6 14 12 10 10 14 12 10 10 14 12 12 12 , P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 8+8 6+6 6+6 6+6 8+6 6+6 6+6 8+6 28-1/8" DLO Design Pressure +105/ 115psf +105/-115psf +105/ 115psf +105/ 115psf +105/ 115ps! +101.6/ 111.2psf +77.9 / -85.3 psf Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 06+2 C8+2 C6+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 08+2 08+2 C8+2 C8+1 C8+1 C8+1 C8+1 Jamb 10 10 8 6 10 10 8 8 12 12 10 8 14 12 10 8 16 14 12 10 18 18 12 10 14 14 12 12 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 5+5 5+5 5+5 5+5 6+6 8+8 6+8 5+5 6+6 6+6 6+6 6+8 8+6 8+6 8+6 6+6 42" 34-1/8" DLO Design Pressure +105/ 115 psf +105/ 115 psf +105/-115psf +105/ 115 psf +105/ 115psf +88/-96.4 psf +67.3/ 73.8 psf Head/Sill C8+2 C8+2 C6+2 06+2 C8+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C10+2C10+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C8+2 Jamb 12 10 8 6 12 10 8 8 14 12 10 8 16 14 12 10 18 16 12 10 18 16 12 10 14 14 12 12 P -hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 6+6 6+6 8+6 5+5 7+7 7+7 8+6 5+5 8+6 6+6 6+8 8+8 6+6 6+6 8+6 8+8 40-1/8" DLO Design Pressure +105/ 115ps +105/ 115psf +105/ 115psf +105/-115ps +105/ 115psf +78/-85.4psf +59.6/-65.2 psf Head/Sill C8+3 /6+3 C4 C6+3 06+3 C6+3 C8+3 C8+3 C8+3 C8+3 C8+3 C8+3 C8+3 C10+3 C10+3 C8+3 08+3 C10+3 C10+3 C10+3 C10+3 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 06+2 Jamb 12 10� 8 8 12 12 10 8 16 14 10 8 18 18 12 10 20 18 14 12 18 16 12 10 14 12 12 12 P -hook 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 8+6 6+8 5+5 4+4 8+6 6+6 6+6 5+5 7+7 7+7 7+7 5+5 6+8 6+6 8+6 6+6 8+6 6+8 6+6 6+6 sr 46-1/8" DLO Design Pressure +105/ 115 psf +105/ 115 psf +105/ 115psf +105/ 115psf +94.8/- 03.8 psf Not available in these sizes Head/Sill C6+3 C6+3 C8+3 C6+3 C8+3 C8+3 C6+3 C6+3 C8+3 C8+3 C8+3 08+3 C10+3 C10+3 C8+3 C8+3 C10+3 C10+3 C10+3 C10+3 Jamb 12 12 10 8 14 12 10 8 16 14 12 10 18 16 14 10 20 18 14 12 P -hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+8 6+6 8+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5 60"52-1/8" DLO Design Pressure +105/ 115ps +105/-115psf +105/ 115psf +103.4/-107psf +86.7/-95ps Head/Sill C8+4 C8+4 C6+4 C6+4 C8+4I C8+4 06+4 C8+4 C8+4 C8+4 C8+4 C8+4 C10+4 C10+4 C10+4 10+4 C10+3 C10+3 C10+3 010+3 Jamb 14 12 10 8 14 12 10 8 18 18 12 10 20 18 14 12 20 18 14 12 P -hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+6 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5 "SEE FORMULAS BELOW 0USED IN EXAMPLE 1, SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLE 3 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING. DLO WIDTH = NOM. PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT -13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT -17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" •• • . •• • TABLE C2: Water -Limited (+) Design Pressure Sill Total Sill Max. (+) DP Riser Height Allowed 12 1-5/8" See Note 2 13 2-3/4" +50.0 psf 14 3-1/2" +73.3 psf 15 4-1/2" +100.0 psf 7,16;;-14.-,,,+it35. ps(i • • • • • •• ••• •• • • • •• • ••• • • • • • • • •• ••• • FIG 1: OH LENGTH OH HEIGHT ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C2, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C6+1, 6 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P -HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. PRODUC r REVISED a, ceraptgtug with the Florida bolding Coda Aeceplaeco No 17-0 01% Bapiratfma Date A. 8p,, '09'Xziz Product Coated ALUMINUM SLIDING GLASS DOOR NOA (LM) 1 10/05/15 X DP &ANCHOR QUANTilTY Tf+$I,E • • • • • • • 4pPf59-VDi AalE•3. •• . •• J ROSOWSKI 04/05/17 • • 50( 0j• NTS (•80F 18 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 629296 COPYRIGHT* 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED otv. LYNN • • P _ ; No.58705 .�7. ST11("7 /1'ss �0NAL E? A. LYNN MILLER, P.E. P.E.# 58708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1: 3 -PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 80" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP B IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +98.2/-108.6 PSF 11" MAX. 14-6/18" MAX. 4 ANCHORS PERPENDICULAR TO THE GLASS 4 ANCHORS PARALLEL TO THE GLASS 24.1/' MAX. 24-1/2' MAX. INTERIOR EXTERIOR i1 14.5/16" MAX. P -HOOK ANCHORAGE DETAILS 11" MAX. FOR STABILITY OR TO ALIGN A SPLICED HEAD/SILL, EXTRA ANCHORS MAY 8E ADDED IN THE POCKET HEAD/SILL MAY BE SPLICED AS NEEDED. 8" f- -� MAX. o Pr • • "ANCHOR PAIR' EXTERIOR 6" MIN. 24-1/' MAX. o.C. 5.44" MIN. 7-11/16' MAX. JAMB ANCHORAGE DETAILS FRAME JAMB REQUIRED @ INTERIOR POCKETS POCKET BY OTHERS, SEE NOTE 6, SHEET 6 •+3" ANCHORAGE, — SHEET I2 "C8"CLUSTER, EXTERIOR "C6"CLUSTER SHEET 13 jL SHEET 13 SEE POCKET JAMB INSTALLATION ON SHEET8 INTERIOR L CENTERLINE OF INTERLOCK [CENTERLINE OF INTERLOCK CENTERLINE CENTERLINE ..-- OF PANEL 1 OF PANEL 21 I 11 LIB INI I LIE I • "+3" ANCHORAGE, SHEET 12 HEAD/SILL ANCHORAGE DETAILS PXXX, 3 -TRACK SEE FIGURE BELOW FOR ADDITIONAL ANCHOR INFORMATION. CENTERLINE OF PANEL 3 • 24" MAX. "+3" ANCHORAGE, SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) USER INSTRUCTIONS: 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1-3 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +98.2/-108.6 AT A NOM. PANEL SIZE OF 48" X 80". FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS +105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY ANCHOR IN GROUP B (SEE TABLE A), TABLE 3 SHOWS ANCHOR REQUIREMENTS OF: Head/SIII C6+3 Jamb 10 P -hock 4+4 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: HEAD/SILL: SHEET 13 FOR THE "C6" CLUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3" ANCHORS LOCATED AT THE CENTERLINE OF ALL 3 PANELS. JAMB: 5 PAIRS OF ANCHORS = 10 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. P -HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 P -HOOK: SHEET 6 FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYeiS. • • • • • • C) SHEET 16 FOR ALLOWABLE PANEL•TYPES AND CALL NAMES* D) SHEETS 4 & 17 FOR EXTRUSION Cf>!b+SS-SEC1 D .DR:WMG:. E) SHEET 18 FOR A BILL OF MATERIALS. • •• ••• •• • END PANEL ANCHOR EXCEPTION, ("+1" ANCHORAGE ONLY): DISTANCE TO NEXT CLUSTER TO BE 24' O.C. OR LESS —CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR •CLUSTEROS OVER 24", OTHERWISE ANCHORS ARE NOT •RE[1UrED AT THE MIDSPAN AS PER THE FIGURE ABOVE: ••• • • • •• A ALUMINUM SLIDING GLASS DOOR NOA (LM) A 10/05/15 •• • • • 1 STfiR1qHT•NOR EV1EI LE•: • • • • • 1 010 OMANOES:THIS SHEET. •••• • • • • • • 1 SGt 770 •NTS tJOF1 El t J ROSOWSKI AA 04/05/17 MD -780.0 j/ B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 829296 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED PRODUCE REVISED perptylu• with tie Florid, Wain Code 7-°4 Amgwoe Na 15x74•••• Dateg/ 2;2— ‘‘s‘:41 1 ,111 "Il,t// `\.�`'C`�aNY LYN�rM� .•' L10ENgF ''•�l� �� No.58705 * i'',/, CONAL /111t11E, 9. LYNN MILLER. P.E. P.E.F 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• 0• • • ••• • • • • • • • • • • •• • EXAMPLE 2: USER INSTRUCTIONS: 71 5 -PANEL, 2 TRACK, 90° OUTSIDE CORNER - PXX/XXO, EXTERIOR MOUNT POCKET, 54" X 84" NOM. PANELS, LAMINATED GLAZING ANCHOR GROUP C IN CONCRETE SUBSTRATE �, . 14-6/16' MAX. 1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT • MEETS OR EXCEEDS THE REQUIREMENT OF +68.4/-77.1 AT A NOM. PANEL SIZE OF 54" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. PROJECT DESIGN PRESSURE REQUIRED: +68.4/-77.1 PSF � t �� FOR CONCRETE INSTALLATION HeadlSdI C4+2 USING ANY ANCHOR IN GROUP C TABLE A), TABLE 1 SHOWS Jemb 8 Act.(SEE NCHOR REQUIREMENTS OF: Plock 4+4 FOR STABILITY, EXTRA NO FRAME JAMB 4 ANCHORS REQUIRED PERPENDICULAR EXTERIOR TO THE GLASS ' 4 ANCHORS ANCHOR 2) ANCHOR LOCATION DETAILS, S. SHOWN ON THIS SHEET) CAN BE FOUND ON: PAIR" HEAD/SILL: SHEET 13 FOR THE "C4" CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, ANCHORS POCKETS PARALLEL TO �� SHEET 12 FOR THE INTERMEDIATE "+2 ANCHORS. MAY BE THE GLASS 4 5.4q• (�1 HEAD/SILL @ CORNER: SHEET 14 FOR THE "C4" CLUSTER ANCHORS @ THE 90° CORNER. ADDED IN SEE POCKET JAMB MIN. A JAMB: 4 PAIRS OF ANCHORS = 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. THE POCKET ° ° ' INSTALLATION ON �� ,�`I 6' MIN. P -HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET POCKET BY OTHERS. SEE NOTE 6, SHEET 6 ', . SHEET 8 Mn11nc" 15 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: r-iLJ�6" MAX. TO OPENING HEAD/SILL & JAMB: SHEETS 3 & 4 EDGE OF POCKET 24.1N• P -HOOK: SHEET 6 I 24" MAX. 0.C. END ANCHORAGE (MIN. 1 ANCHOR) MAX. FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS "+2" ANCHORAGE, SHEET 12 OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYPE. AND CALL NAMES. �, + CENTERLINE OF PANEL 1 r C) SHEET 16 FOR ALLOWABLE PANEL TYPES D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. 24" MAX. 0.C. 4 EXTERIOR 24.1/2 MAX. INTERIOR o G 111 E) SHEET 18 FOR A BILL OF MATERIALS. END PANEL ANCHOR EXCEPTION, ("+1" ANCHORAGE ONLY): 'C4' CLUSTER, SHEET 13 DISTANCE TO NEXT CLUSTER TO BE 24" 0.C. OR LESS CENTERLINE OF INTERLOCK ,) III _�� /IVAI iI __ F1+=:syr , nzpr a r 210Axt ilkV per �A t7 G 14-5/18 MAX. 11' MAX. EXTERIOR 7//I E`�,"y%'{f'i�"„• 22 7.11178' MAX. rlit- / / "+2" SHEET 12 CENTERUNE OF END PANEL 60" / ANCHORAGE, P -HOOK `� ANCHORAGE JAMB ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY NY,LYNAI '1/, NOM. CENTERLINE OFPANEL2 DETAILS DETAILS REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR \\`� \`. �O 1r/e. '-- '� ' ' WIDTH WIDTH / • / , SEE FIGURE ABOVE FOR 'C4' CORNER CLUSTER. SHEET 14 ADDITIONAL ANCHOR CENTERUNE CLUSTER IS OVER 24", OTHERWISE REQUIRED AT THE MIDSPAN AS ANCHORS ARE NOT PER THE FIGURE ABOVE: IGEN C 2 . t* 4.''-.;' ` t' � - *.� / / / M �CENTERLINE OF INTERLOCK CENTERLINE I OF PANEL 3 CENTERLINE F OF PANEL 4 INFORMATION. 6" I`OF ASTRAGAL MAX, CENTERLINE FOR FIXED PANEL, REFER TO "0" ••PeNELCKET DETAILS, SHEET 3 • y :PANEL 6 • • • -• • * • -' � �� ' �AU 7 ; (V - SSS /w • 't EI� ANCHORAGE (MIN. 1 ANCHOR) '' ORIIOt..•'''s •• / / // / ////// /�� / / 1 / a/ �Y / •',."�f s r ff • • ••• ,��s�o•.... �N `.,‘ 7-',,,,,.,11111. %.:/ ,/,/, /„ 5/, f - '-- '.•_: : a --= ..• EXTERIOR "+2" ANCHORAGE, '+2' ANCHORAGE, -� 24" MAX. GLASS DOOR NOA 1 10/05/15 1070 TECHNOLOGY DR A. LYNN MILLER, P.E. P.E.# 58705 SHEET 12 SHEET 12 "+2" ANCHORAGE, _ # ALUMINUM SLIDING (LM) N. VENICE, FL 34275 "C4" CLUSTER "C4' CLUSTER, SHEET 12 SHEET 13 SHEET 13 • • •(941)-480-1600 • • CORNER DOOR EXAMPLE • • • • • • • • •CERT. J ROSOWSKI •• •.A.: Ai 04/05/17 OF AUTH. #29296HEAD/SILLANCHORAGEDETAILS COPYRIGHT2017 PF 90° OUTSIDE CORNER, PXX/XXO, 2 -TRACK • • • • • • • • • • PGT TIGHTS • • • • 1 SC!I? 180 / NTS 1 /10 .OF t8 1f MD -780.0 B RE ERVE. ALL RIGHTS RESERVED V ••• • • • • • • • • • • • • • ••• • • • • • • • •• 0• • • ••• • • • • • • • • • • •• • Part # Description Material 72 Kommeding 4SG TPS Spacer System See this Sheetfor Ma Materials terials 73 Quanex Super Spacer nXT with Hot Melt Butyl 74 Quanex Duraseal Spacer 75 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 SILICONE 1/4" NOM. STRUCTURAL POLYISOBUTYLENE WRH DESICCANT EXT. GLASS 72KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS 7/16" NOM. 3/16' HS GLASS .090' PV_ILCIlag 3/18" ANN GLASS .65' NOM. GLASS BITE 9/16" NOM. 1/4' HS GLASS .090"PVB OR SG Ir. 1/4"ANN GLASSQ ALA..=BITE ih Im EXTERIOR HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER 73 SPACER® NXTTM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL STAINLESS STEEL EXT. GLASS IC 5/16" NOM. NT. GLASS 74 DURASEAL® SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL IS XL EDGE TM SPACER INT. GLASS e- 7/16" NOM. 3/16' NS GLASS .090" SG 3/18.7L.4 GLASS GLASS TYPE 2 (WITH PVB) GLASS TYPE 6 (WITH SG) GLASS TYPE 3 (WITH PVB) GLASS TYPE 9 (WITH SG) .65' NOM. GLASS BITE EIlT.88149 3/16" HS GLASS .090' SG 3/16" HS GLASS 7/16' AIR SPACE 3/16' T GLASS GLASS TYPE 7 3/18' NS GLASS .090" ¢G 3/16' HS GLASS 3/8" AIR SPACE — 1/4" T GLASS GLASS TYPE 8 1.1/16' NOM so. 837;136 • • • • • .85" NOM. GLASS BITE GLASS T'4 j 11 • • gLASS IYPE 12 •• ••• •• • • • •• 3/18' NS GLASS .090' PVB OR SG GLASS 3f8" AIRSPACE jiIJ1&\ 0 11 1f4' TGLGLSSS S,�IiI ,J �•i) 0 1.1/18" NOM. I "ANN" = ANNEALED "HS" = HEAT STRENGTHENED 'T" = TEMPERED "PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG"=.090"SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. GLASS BITE GLASS TYPE 4 (WITH PVB) GLASS TYPE 10 (WITH SG) A ALUMINUM SLIDING GLASS DOOR NOA (LM) $ 10/05/15 • • • • MGI,(4G,S4FACEF3 D %..TA9L6• • • • • • • • • • • 0 ADDEO SPA/iER6 -•1R • • • •• • J J • •• ••• • S838-•/80 I NTS M •11 OF18 1i J ROSOWSKI IA 04/05/17 MD -780.0 gi B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 829296 COPYRIGHT 9 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED PRODUCE REVISED m complingwhg Belled IL oidtiowALoNo 17-0Y?D.t>9 EApica4it•DSt6 st, �A} 444......•��+.�r Mit311/ QMlff q', NNW 1 lei SONY LYN/1/ A. LYNN MILLER. P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 619 • • • • • • • 000 • • • 000 • • JAMB ANCHOR LAYOUT FOR ALL DOORS: 2.53" 24-1/2" MAX. O.C. 6" DIAG. EXTERIOR 'ANCHOR PAIR" 5.44" 7-11/16" MAX. 2 -TRACK FRAME JAMB ANCHOR PAIR 2.53" C11 11 In 6" DIAG. EXTERIOR 24-1/2" MAX. O.C. 5.44" 7-11/16" MAX. 3 -TRACK FRAME JAMB ANCHOR PAIR (ALTERNATE ANCHOR LOCATION FIGURES PERTAINS 0 THE OLLOWNG JAMS ANCHOR LOCATIONS: 2.53" C'l '1 117 24-1/2" MAX. O.C. 6" DIAG. EXTERIOR 5.44" 7-11/16" MAX. 1 3 -TRACK FRAME JAMB ANCHOR PAIR 2.53" [ 11 11 11 111 24-1/2" MAX. O.C. 6" DIAG. EXTERIOR 5.44" 7-11/16" MAX. F4 -TRACK FRAME JAMB ANCHOR PAIR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, UNLESS OTHERWISE NOTED. 2) FOR 3 -TRACK JAMBS, ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK. 3) MIN. OF 8 ANCHORS IN JAMB (4 PAIRS). HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: PANEL CENTERLINE PANEL CENTERLINE :y 0 ►�TI EXTERIOR 7 2•TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 2.53" .17" 2 -TRACK INTERMEDIATE "+2' ANCHOR LOCATION PANEL CENTERLINE 3.31" TM EXTERIOR 2.53" 4.17" 2 -TRACK INTERMEDIATE "+3• ANCHOR LOCATION PANEL CENTERLINE 2.53" 4.17" EXTERIOR 4" 2„ I.J• ••• • • • • • •• 2 -TRACK NTEMEOIATE "+4" ANCHOR L!ATION • • •• ••• PANEL CENTERLINE N 3 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL CENTERLINE 4.17 EXTERIOR 2.53"- 3.31" 3 -TRACK INTERMEDIATE "+3"ANCHOR LOCATION (ALSO USE WHERE "+2" ANCHOR IS REQUIRED) PANEL CENTERLINE — 2.53" 4.17" ti I EXTERIOR 3.31" 3 -TRACK INTERMEDIATE "+4" ANCHOR LOCATION • • • NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON • • • • MINIMUM ALLOWED. • • • • • • 2) SILL SHOWN, HEAD • • • SIMILAR. • • • • •• • • • •• 5.06" 4 -TRACK INTERMEDIATE "+2" ANCHOR LOCATION (ALSO USE WHERE "+1" ANCHOR IS REQUIRED) PANEL CENTERLINE EXTERIOR 4 -TRACK INTERMEDIATE "+4•ANCHOR LOCATION (ALSO USE WHERE "+3" ANCHOR IS REQUIRED) EXTERIOR FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE ANCHOR LOCATIONS: PRODUC f REVISED as mmplyia6 with the Floe& Landing Cade Acceptance Net -7-04 Zd• 0 tl Expiration Dote Di 2,12.. zz Matt Ds& ro cow ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 ANOHOR LAYOUT • ••• • • • • so • ,I1•NCSGliANtE: T14IS.SHCET. • It J ROSOWSKI 04/05/17 SCC -180 1 •NTS • •. .12 OF18 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH.#29296 COPYRIGHT O 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED ``toll l III,/,, .`NY.... .' ▪ A, No. 58705 *, ▪ 7 t? t7 ST E ,�,,S'•.FL ORIOP,.•'&�.„- ' ��NAL A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE rIF NEEDED 4" ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 4" 2.53" EXTERIOR 4.17" 2 -TRACK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR INTERLOCK CENTERLINE (FOR SPLICE CONDITION, DO NOT USE THIS DETAIL, SEE NOTE 3) 3.31" 7 2.53" EXTERIOR 4.17" 3 -TRACK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'C4") ASTRAGAL OR INTERLOCK -^I...SPLICE LOCATION CENTERLINE I IF NEEDED 1.66" 3.31" EXTERIOR 4.17" (�I 4 -TRACK FRAME v (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") EXTERIOR 4.17" 2 -TRACK FRAME (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 4" 7 MIN 2.53" . + -- EMErirriftill EXTERIOR • 3 -TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C6') 4.1 ASTRAGAL OR INTERLOCK CENTERLINE 4.17 (FOR SPLICE CONDITION, DO NOT USE THIS DETAIL, SEE NOTE 3) 3.31" ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 3.31" 1.66" ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 1 � EXTERIOR 4.17 2 -TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, 'C8") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 4" 2.53" 2" 2 -TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "CI0") ASTRAGAL OR INTERLOCK CENTERLINE 3.31" (FOR SPLICE CONDITION, DO NOT USE THIS DETAIL, SEE NOTE 3) 2.53" —_ 4.17" EXTERIOR 7 3 -TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE I IF NEEDED 2" EXTERIOR 3 -TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10') ASTRAGAL OR INTERLOCK CENTERLINE 4.17" (FOR SPLICE CONDITION, DO NOT USE THIS DETAIL, SEE NOTE 3) 2.53" EXTERIOR J—L 4 -TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,'C6") NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. 3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, USE THE NEXT HIGHER CLUSTER QUANTITY. EXTERIOR 4.17" 4 -TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C6") 4.17" { 2.53" 3.31" FIGURES PERTAIN TO THE FOLLOWING INTERLOCK/ASTRAGAL ANCHOR LOCA11080: ASTRAGAL OR INTERLOCK'`'}.�SPLICE LOCATION CENTERLINE—�I IF NEEDED 3.31" 2.53" EXTERIOR 3.7RACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED, "C12") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE I IF NEEDED —►i -*--• 3.31" Nr EXTERIOR 4.17" EXTERIOR • • • • ((fJS • • E WPIERE 1SCLATER • • 4 -TRACK FRAME • • PO♦ ♦AR�RE�l11R!D, 110") • • • • • .• ••• •• • • . •• • ••• • • • • • • • •• ••• • 2.53" 4.17" 4 -TRACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED, "C12") PROW PREV/SED as complying with theflothlo Whling Code Aaepttece N. 17-O Y EspicNb• Wro 41/2 .7.‘22— "...1 .V.LIGT..} �•�.�...,.�� • DeOrPtndrectColthol ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LAYOUT • • • • • • • • • • .• NO.C/IAN4EITIVS • s ,%0 J ROSOWSKI IS 04/05/17 NTS 13 OF 48 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 929296 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED \As( LYNNsin t��'., * ; No.58705 �ONAL IE•,,\. A. LYNN MILLER, P.E. P.Ef 58705 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• HEAD/SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 90' CORNER. 2 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' 90' CORNER, 3 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' C4') 2.53" 90' CORNER. 2 -TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,' C8") 3.31" EXTERIOR 90' CORNER, 3 -TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, " C6") 2.53" 90• CORNER, 4 -TRACK (USE WHERE 4 OR 6 CLUSTER ANCHORS ARE REQUIRED, •CM 4+ EXTERIOR 90• CORNER. 4 -TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED.' CB') EXTERIOR 90• CORNER, 2 -TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,' C8") 90' CORNER, 3 -TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,' C8") • r • r r•1' 90• CORNER, 2 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10') 90' CORNER, 3 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") 90' CORNER, 4 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIIJD, ;g1, • • • • • • • •• ••• • NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS. 3) SILL SHOWN, HEAD SIMILAR. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCIDIOR LAYOUT • • • • • • • • • • it J ROSOWSKI eNO•Gf1ANtE: TMS HCET. • • • NTS SGtitno 1 • •• 14 OF 18 AS 04/05/17 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29286 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED FIGURES PERTAIN TO THE FOLLOWING 90' CORNER ANCHOR LOCATIONS: Head/Sill Jamb 8 P4iock 4+4 PRODUC f RE916@D eeer,tNcnd1kCede•:let ii4 a l i n e d ' { A4cepteece NS D A•04 Email -alive Dete 7 TZ *Tr of (E041 Prdmu1 gam,. LYNNiMi��,,`��`CENSE.'•. <Q:* o.55705:,_,,.s.N.‘.,..t.\..:(:: o 7P -7.441: �'r9S70NA. �?`'' A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P -HOOK ANCHORS LAYOUT FOR ALL DOORS: NOTES: 1) SEE TABLES 1-3 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P -HOOK. FIGURE PERTAINS TO THE FOLLOWING POCKET JAMB (P -HOOK) ANCHOR LOCATIONS: HEAD/SILL 135° CORNER CLUSTER ANCHORS LAYOUT: 135' CORNER, 2 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C!_1") 135' CORNER. 3 -TRACK (USE WHERE 4 OR 8 CLUSTER ANCHORS ARE REQUIRED, •C6' 135' CORNER, 2 -TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. 'CB) 135' CORNER, 3 -TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, ' 135 CORNER, 2 -TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,' C8') 135' CORNER, 3 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' C10') 5.06' — 135' CORNER, 4 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED," C4') FIGURES PERTAIN TO THE FOLLOWING 135' CORNER ANCHOR LOCATORS: Head/Sill Jamb C41 8 P4 ook 4+4 35' CORNER, 4 -TRACK (USE WHERE 6 OR 8 CLUSTER ANCHORS ARE REQUIRED,' 23D •• ••• • • NOTES: • • • 1) ALL DIMENSIONS SHOWN ARE BASED • • • ON MINIMUM ALLOWED. • • • • • • • • • • • • • 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER • • • CONFIGURATIONS. • • • • 3) SILL SHOWN, HEAD SIMILAR • • ••• • 135' CORNER, 4 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, C10') 135' CORNER, 2 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' C10') PI -1041X i REVISED as t• 6 3517105 MW 1keF'SBtid6 bunting Cede Acceptance Ne G Z.57 Eoplraliaa.a Data 2 / Q,Z2 Bea I�Dik►+redeetbeskaf A ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 d ANCHOR LPA'OUT • • • • • • • • • • • J ROSOWSKI A10 0HANbEgTFiIS tHf ET. s Citi 0 t NTS •• 15 OF 18 41 04/05/17 MD -780.0 B 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #20298 COPYRIGHT m 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED `111111 II IIIj// •�\ NVc r4sLYNN • ,A, No. 58705 ••: jie7 /ii 1O \ A. LYNN MILLER, P.E. P.E.* 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • f • •• •• • • • •• •• ••• • • • ••• • • PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK IN _ DOUBLE INTERLOCK -� FIXED STILE _� LOCKSTILE WI HANDLE ASTRAGAL BOX IN ASTRAGAL BOX IN W/ HANDLE e ASTRAGAL BOX OUT ASTRAGAL BOX OUT W/ HANDLE "111 INSIDE 90• ASTRAGAL RECEIVER W/ HANDLE OUTSIDE 90* ASTRAGAL RECEIVER OUTSIDE 90° ASTRAGAL RECEIVER WI HANDLE INSIDE 90' CORNER LOCKSTILE WI HANDLE OUTSIDE 90' CORNER LOCKSTILE W/ HANDLE OUTSIDE 135' ASTRAGAL RECEIVER —c INSIDE 135' ASTRAGAL RECEIVER - ki= OUTSIDE 135' ASTRAGAL RECEIVER WI HANDLE -6> INSIDE 135' ASTRAGAL RECEIVER WI HANDLE -I> SINGLE INTERLOCK Com— OUT E F PP K L mom) L (eOXovq TA TC TR TQ TV TW INTERLOCK Com-_ IN B P A C (EOXW C feoxo00 SA SC , IC SQ SV SW INTERLOCK Com— 1 YR GR FSITXIELED2:314.- RR R Y S (l4KRQ S (EOXOIfl1 FD FC FV FW LOCKSTILE LE (:,,,... W WJ HAND L D M G J1 PKWO W (mxwl J W (eoxavD ASTRAGAL BOX IN T U PANEL NOTES: MxIN LEFT 0'INTERIOR RIGHT 1. SEE DP/ANCHOR TABLES 1-3, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. ASTRAGAL BOXG N PANEL PANEL WI HANDLE STILE EXTERIOR STILE 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ASTRAGAL BOX OUT T (e0X01m U MOXOUP ARE NOT AVAILABLE. PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL ASTRAGAL BOX OUTg„...., W/ HANDLE LR (0001/7 WR (e0xart) APPLICABLE STILE/ASTRAGAL REQUIREMENTS. CONFIGURATIONS IS 60". INS. 90' ASTRA L.."AT RECEIVER 7Y., AS DF �� SILICONE W/ HANDLE BY OTHERS OUTSIDE 90' ASTRAGAL irk" RECEIVER CF All!!! ®5/16" WASHER #8 X 1" PH SMS, PRODUCI'REY�W mc..sewe . er butdlnp ewe Acceptance 7-0 Of OUT. 90' ASTRAGAL RECEIVER W/HANDLE CT CS I- \ �,4' ' ,� li `��. 3 -TRACK SHOWN; USE 2 SCREWS FOR 2 -TRACK �+te) Q(7 it 4,ISla w� ��777 INS. 90' CORNS* \I I 0. II) 1. FRAMES & PZI)1. brieL-kA issliot LOCKSTILE W/ HANDLE RT CI �' /c �� 4SCREWS FOR 4 -TRACK FRAMES ``111111i1j(//( LYNN '// `�Os!. ,, OUT.LOCKSORNER TILE WI HANDLE QT J Q ^ 50 LAGBOLT III ..:**‘\ ��'��,1GENSF M�C(�� . No. 58705 •: OUTSIDE 135° 1/ PANEL CORNER DETAIL FRAME CORNER DETAIL _ * :• = ASTRAGAL RECEIVER " F SHOWN WITHOUT STILE Cf� R 3 -TRACK FRAME SHOWN ••• • • • • . •. --D ' a=; -:'',C41'.....� X17 i t ' 10• INSIDE 135' ASTRAGAL RECEIVER WF • •• •• • •• •• •• • , ' .41ORICI'.•'•G\?� -i,S '' _` „� S ,��i1 E OUTSIDE 135' AST. 2 RECEIVER - • • • • • • • • • • • • I�NA� ��`� W/ HANDLE VT VS ALUMINUM SLIDING GLASS DOOR NOA (LM) 1 10/05/15 1070 TECHNOLOGY DR A. LYNN MILLER, P.E, p,E#58705 INSIDE 135° AST. N. VENICE, FL 34275 RECEIVER W/ HANDLE WT WS• • • •, • • PAIS Lw TYP• • !S • • • • • • • I a' J ROSOWSKI (941)-480-1600 • • • • • • • 1J• • • • • • 0 GIitANGiESiTWS SHEET. • • • • • • 4g 04/05/17 CERT. OF AUTHIGHT 29296 17 COPYRIGHTPOT • • • • •• I SGt-/ .�tl0 I I I NTS 1j R6 OF 1'8 g/ MD -780.0 i / B IES, INC. ALL RIGHTS RESERVED ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • f • •• •• • • • •• •• ••• • • • ••• • • Lr� 2.000 4.741 X58 I PANEL STILE 1.94777h .-- 1.081 L .075 5.186 1.938 9.000 .100 - 1.938 I ^ I TOP/BOTTOM RAIL - 4 1/2" 2.380 1 2.324 11 2.702 .101 L 82a STILE 25 INTERLOCK ADAPTER ADAPTER .583 I ASTRAGAL 28 BACKER PLATE .125 1.793 L ,. 1.4 N L 1.405 L .374 3.063 29 INTERLOCK REINFORCEMENT TALL BOTTOM RAIL - 9" 1.938 .075 .965 1.172'A B' E .045 .44217 L .140 ze DOUBADAPTERLE LOCK z7 A\ SNAP IL DAPTER so INTERIOR BEAD 125 1.801 - .140 w -.090 11.144 w 4 -TRACK SINGLE HEAD 1.405 LI (92 -TRACK SINGLE HEAD W/ SCREEN ICC w 8.615 e 3 -TRACK SINGLE HEAD r- .090 w 1-1 7.443 .420 .090 2.442 P -HOOK 0"0" PANEL BRACKET 1.300 1.845 .090 r- 1.084 .090 1.084 .090 O2 -TRACK JAMB 03 -TRACK JAMB 04 -TRACK JAMB 2.836 7.205 1.000 I L P -HOOK MOUNT .110 3.349 5.500 .307 0 2.424 90" CORNER 33 LOCK ASTRAGAL .094 1.084 .506 -•-r-i- .040 (33 INTERLOCK TRIM COVER 7.443 .241 -I L-.125 0 CORNER BACKER PLATE .239 1.793 02 -TRACK JAMB W/ SCREEN L-� 1.616 062 2.781 2.723 �r 1 EXT SILL COVER 2.835 17 W/SCREEN I ham- 1.045 1 1 r .306 r. L .045 T-- .717 FRAME SCREW COVER (1318 i ►I I �1 .847 .293 SILL MOUNTING STRIP 1.993 1.872 1).._ r F - .062 8REEN117 SCREEN 1120 BOTTOM STILE .425 90" CORNER O RECEIVER ASTRAGAL 2.026 1.019 .050 .062 .305 1.3421.( SCREEN ASTRAGAL -� 1.521 .125 .6196-'1 696 4.966 ,045 -� .307 .125 NT -EXT SILL COVER 1.665 18 I c., .090 1.495 E L .090 1.495 .090 - .090 1.405 r 1.495 _ LLLL J Ill� 2 -TRACK SINGLE HEAD 07 4 -TRACK SI 6.085 6.794- 2 -TRACK SILL .926 .850 ¶926 a. ti Il 6 y I 7/16" 9/16" 9.323 .r et OGEE BEAD 62 C�E� • • • • 1.423 +1 •� • •• f 135° CORNER 35 LOCK ASTRAGAL .125 3O135" CORNER RECEIVER ASTRAGAL .045 j� ..9.12 1--.--- .857 f •782 1 I25 I .8571-� �-- .850 .050 [1.850 .045 L .050 7 1-1/16" 7/16" C-!- .:3 �,SLtelARE BEAD .045 3 -TRACK SILL z u 11.853 • • • • • • • • • 1 j i �- 1.0481 • !72 • • • • • • • F1.92161:193 61.93 062 A ALUMINUM SLIDING GLASS DOOR NOA (LM) A 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 A a4 tS y as ts�� • • EXTRUSION6 • ••• 1a• J ROSOWSKI (941}4801600 T----•--1-.-.045 • • •• • • • • • • LL ASSEMBLY t } CERT. OF AUTH. #29296 • • SCREEN t6CREBN v�•4Du1cq #�10� • 04/05/17 COPYRIGHT ®2017 TOP 11 t�T€RLCgiC RIES, INC. i PGT S }$0 1.25 1 .17 OF T8 MD -780.0 , B ALL RIGHTS TRESERVED F.6 3 2.099 MID -SILL COVER .062 32 ASTRAGAL °SCREEN TRACK ADDON .782 --►1 ham( n .850 .050 9/16" 6-2•\SQUARE BEAD .290--1h.-1 .040 -- .912 1-1/16" 88 SQUARE BEAD NOTES: 1) SEE SHEET 4 FOR SILL RISERS. ALL DIMENSIONS IN INCHES. PRODUCE REVISED as caalpCieg witY LYafklitiY banding Colo Acc8ptence No -5 I -�0 20.0 4 Enplretim Daft `Iltulull„7j * ; No.58705 7 171 ' FS+ G 117.S/ONAL 1'?•`• A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE D: # Part # Description Material 1 8134 2 -Track Jamb 6063 T6 Al 2 8135 2 -Track Jamb with Screen Rail 6063 T6 Al 3 8133 3 -Track Jamb 6063 T6 Al 4 8132 4 -Track Jamb 6063 T6 Al 5 8118 2 -Track Sill 6063 T6 Al 6 8116 3 -Track Sill 6063 T6 Al 7 8120 4 -Track SIII 6063 T6 Al 8 8127A 2 -Track Head 6063 T6 Al 9 8128A 2 -Track Head with Screen Rail 6063 T6 Al 10 8124 3 -Track Head 6063 T6 Al 11 8121 4 -Track Head 6063 T6 Al 12 8140 Sill Riser - 1-5/8" 6063 T6 Al 13 8139 Sill Riser - 2-3/4" 8063 T6 Al 14 8138 Sill Riser - 3-1/2" 606316 Al 15 8137 Sill Riser - 4-1/2" 6063 T6 Al 16 8182 Sill Riser - 5-1/4" 6063 T6 Al 17 8119A Ext. Sill Cover with Screen Rail 6063 T6 Al 18 8117 Int -Ext. Sill Cover 6063 T6 Al 19 8115 MIdSIII Cover 6063 T6 Al 20 8183 Sill Mounting Strip/Anchor Plate 8083 18 Al 21 8012 Panel Stile 6063 T6 Al 22 8014C Top/Bottom Rail 6063 T6 Al 23 80130 9" Tall Bottom Rail 6063 T6 Al 24 8104 Stile Adaptor 6063 T6 Al 25 8102 Interlock Adaptor (Single) 6063 T8 Al 26 8101 Interlock Adaptor (Double) 6063 T6 Al 27 8103 Top Snap Rall Adaptor 6063 T6 Al 28 8105 Astragal Backup Plate 6063 T6 Al 29 8192 Interlock Reinforcement 8105 T5 Al 30 8200 Interlock Screw Cover with T -slot 6063 T6 Al 31 8136 Frame Screw Cover 6063 T6 Al 32 8107C Astragal 6063 T6 Al 33 8110 90" Comer Lock Astragal 6063 T6 Al 34 8111 90° Comer Astragal Receher 606316 Al 35 8204 135° Comer Astragal 6063 T6 Al 36 8205 135° Pass lye Comer Mount 608316 Al 37 8112 90° Comer Astragal Backup Plate 6063 T6 Al 38 8108 Pocket Door P -Hook 6063 T6 Al 39 8109 Pocket Door P -Hook Mount 6063 T6 Al 40 8141 Screen Frame Add-on (Sill) 6063 T6 Al 41 8142A Screen Frame Add-on (Head) 6063 16 Al 42 8143A Screen Track Addon 6063 T6 Al NOTES: 1) ITEMS # 47, 56-59, 75-79 8 92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. TABLE D, CONTINUED: # Part# Description Material 43 1695 1-1/2" X 1" X 3/4" Fin Seal Dust Plug Screen Top Rail 44 61P248 Vinyl Bulb Weatherstrip © Interlock Flex PVC 45 8TP247 Vinyl Bulb Weatherstrip © P -hook Flex PVC 46 1644 .187" X .270" Weatherstrip Screen Interlock Adapter 48 8175 Corner Astragal Seal Screen Astragal 49 1270 1/2" X 1-1/8" Open Cell Foam Pad, 3+ Panels Roller 50 116 5/16" X2" Lagbolt SS 51 8197 Lagbolt Washer Nylon 52 8153 Tandem St. St!. Roller Assembly SS 53 8153 Tandem Nylon Roller Assembly Steel 54 120 #10" X 1-1/2" Ph. PH. SMS l Roller SS 55 8052 Roller Adj. Hole Plug PVC 60 8022 Interior Bead 6083 15 Al 61 8150 7/16" OG Bead 6063 T5 Al 62 8145 9/16" OG Bead 8063 T5 Al 63 8146 1-1/16" OG Bead 6063 T5 Al 64 8150 7/16" Square Bead 6063 T5 Al 65 8148 9/16" Square Bead 6063 T5 Al 66 8149 1-1/16" Square Bead 8083 T5 Al 67 87247 Vinyl Glazing Bulb 68 1643 Foam -filled Glazing Bulb (7/16" glazing only) 69 Dow 899, 995 or Instantglaze Glazing Silicone Silicone 70 1725 Setting Block, 1/2" X 4" X 1/16", 85 +/- 5 duro. EPDM 71 1726 Setting Block, 1" X4" X 1/16" (IG), 85+1- 5 duro. EPDM 72 Super Spacer nXT with Hot Melt Butyl Composite 73 Duraseal Composite 74 Cardinal XL Edge Spacer Composite 80 710X34PPSDAX #10 X 3/4" Ph. PH. SMS a P -hook SS 81 #8 X 5/8" Ph. PH. SMS © Single Interlock SS 82 #8 X3/4" Ph. PH. SMS © Double Interlock SS 83 710X115PPX #10 X 1-1/2" Ph. PH. SMS © Astragal SS 84 1155 48 X1" PH. Quad. SMS t Main frame SS 85 72087K Jamb Bumper 86 76X38PPAX #8 X.375" Ph. PH. SMS SS 87 4385 4 Hole Bumper Stop 88 78X38PPTX #8 X 3/8" Ph. PH. SMS Steel 89 8193 "0" Panel Bracket - 12" long 90 #10 X 3/4" Ph. PH. SMS © Bracket to Stile SS 91 #8 X3/4" Ph. FH. SMS 1© Bracket to Frame SS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• TABLE D, CONTINUED: BIII of Material # Part# Description Material 110 4317 Screen Top Rail 6063 T6 Al 111 4318 Screen Bottom Rail 6063 T6 AI 112 4319 Screen Side Rall/Lockstile 6063 T6 Al 113 8152 Screen Interlock Adapter 6063 T6 Al 114 4344 Screen Astragal 6063 T6 Al 115 7SRAZ Roller Nylon 116 7SRAX Roller SS 117 1/4" X1" MS a Top Rall SS 118 1/4" X1-1/2" MS a Bottom Rall SS 119 Screen Lockset Steel 120 653 Screen Lock Keeper Steel 121 1179 #10 X 3/4" Ph. PH. SMS (2) Keeper SS 122 1793 .270" X .150" Weatherstrip 123 1692 Screen Spline -.165" Vinyl 124 Screen Cloth Fiberglass M ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH.#29296 • ••• PARISLI4-1•• ••• •:• JROSOWSKI • • • • • • • • • • • • eT10 C)�N¢E�TMS �HPET. : • kl 04/05/17 ••• • •••40 • • SGD-780 NTS A 18 OF 18i MD -780.0 B COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED PROBUCcrr a&Vrs6U bst )*• with rte flo . ue Acnq..ee No /7-0Y20.0V £tpl, Ws pars 0/.7/ g.•07— I. iSi ui cOMNI `�1"''''' s'�Otri LYNN ' . GEN *: 14°. 58705 • pOc . STATE olt 1 !.r rlr/ tts-' • ?GRI°�..••G�?� ",;40N-A.L. I EN�.. A. LYNN MILLER, P.E. P.E.# 55705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Coptral Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righLtc.kave th product or material tested for quality assurance purposes. If this product or material fails toaperferm itt tkt T cepted manner, the manufacturer will incur the expense of such testing and the AHJ may immedittOrrevoke, mttlify, Ot MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy suspend the use of such product or material within their jurisdiction. RER reserves the right Ibke this atcceptanc:,.. if it is determined by Miami -Dade County Product Control Section that this product or material fai>'s.too.Leet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Floricnp#ldingeggelV including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-780" Aluminum Sliding Glass Door w/90° & 135° corner (I einf4 on-RCi -: L.M.I. • • • APPROVAL DOCUMENT: Drawing No. MD -780.0 Rev A, titled "Aluminum Sliding Gfs'Dpor (I ", gheets 1 through 18 of 18, dated 10/05/15 and last revised. on 06/08/16, prepared by PGT Industries, signed and'saled 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 Limitations: 1. Max Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 ft2. The inside/outside 90° & 135° corner units are limited to straight panel each corner side per tables 1 thru 3. 2. See sheets 7 & 8 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement and anchorage quantity requirements. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket anchor details in sheet 6. 3. Pockets wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement to be reviewed by Building official. 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 #15-0903.09 and consists of this page 1 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. MIAMI-DADE COUNTY APPROVED 6 NOA No. 16-0629.10 - Expiration Date: August 02, 2017 Approval Date: August 11, 2016 Page 1 ) ou2o , ex( . • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. MD -780.0 Rev A, titled "Aluminum Sliding Glass Door (LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure Test, per FBC, TA$ 202.94 ' • • • 2) Large Missile Impact Test per FBC, TAS 201-51, • •, • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20x:94 Along with marked -up drawings and installation diagram of Aluminum Slidigg(. ss Dggrrs•(w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing r1156ratory7Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/1¢• 06/20.16:a11 signed & sealed by Idalmis Ortega, P.E • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • : • . 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • • . . . • • 3) Water Resistance Test, per FBC, TAS 202-94 • •. • • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SGD w/135° interior/Exterior comer & interior pocket mount, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8322 and FTL-8374, dated 08/06/15, both signed and sealed by Idalmis Ortega, P. E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI -8124.01-401-18 R, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (submitted under files #15-0903.09/#12-0516.04) Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL-5619, dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E.(Submitted under file #11-1018.12) C. CALCULATIONS (submitted under files #15-0903.09) 1. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC- 2014 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. GIazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 1shaq 1. Chanda, P.E. Product Control Examiner NOA No. 16-0629.10 Expiration Date: August 02, 2017 Approval Date: August 11, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. .... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. tFo>;rri; r E.I. EktPont DeNemours & Co., Inc.) for the "Kurray Butacite PVB Interlayers", exl5iling on 12711/2016. .. F. STATEMENTS • • • • • 1. Statement letter of conformance to FBC 2014(5` edition) and letter of no'financial interest,• • prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, P.E:(MMitted und&.files #15-0903.09)• 2. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller, P.C. . . . •• 3. Lab compliance as part of the above referenced test report. • • • . .. • ... • •• G. OTHER 1. This NOA revises NOA #15-0903.09, expiring 08/02/17. 2. Test proposal # 16-0152 dated 03/09/16, #14-1739, Test proposals No(s) 09-0177, 0177-A, B & C and approved by RER and Test proposal # 07-2583, approved by BCCO. 3. AAMA's Technical Paper for SGD & Bi -fold doors referenced to FBC 2014 (5th edition). E-2 Dag 1. Chanda, P.E. Product Control Examiner NOA No. 16-0629.10 Expiration Date: August 02, 2017 Approval Date: August 11, 2016 SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEET 11. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 61300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS. AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOGTY HURRICANE ZONE (HVHZ). 6) DOOR SIZES MUST 130 VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) APPLICABLE TEST REPORTS: FTL-5254. 5273, 5618, 5619, 8322, 8374 & ATI -81241.01.401-18. • TABLE A: • ••. • •••• • Group Anchor Subelate Frame MORA, •Min. Edge / Distance •,,lin. • Embe6megi A 1/4' Elco lJhracon Concrete (min. 2.85 ksi) Head/SitvAP 1P • 2-1/2" 13/8• • 3 Ungaeed CMU, (ASTM C-90) • Jamb/P • • • 2.1/2" 1-10" B 1/4' Elco 410 S.S. CroteFbz Concrete (min. 3.35 ksi) Head50UJamb/Ptnak 1" 1-3/4' P.T. Southern Pine (SG=0.55) IIeaNSSUJarnt• k• 1" • 1 Ungalted CMU. )ASTM 0-90) Jamb/PT • • • 13/4' • •• • 174'* C 1/4' Elco Ulkacon Concrete (nen. 2.85 ksi) Head/SilVJam&Pfiook 1' 1.3/8' Lkgroteed CMU, (ASTM 0-90) Darn • l' 1' • • • -14•_. • 8-14)• • • 2-1/2' • 4-1/4". 612, steel SMS (G5)Aluminum, or410S.S. SMS, (min. 11 threads/n) P.T. Southern Pine (00 .55) Head/SIMJamlb/P-look 9/16" 1-3,8" Aluminum, 606470' e a • fr • 3/8' 0.0753' P -h // • 3/8' a 0.1251 Steel, 836' He.d/SAUJamNPJnoI( 3/8' 8 • COOP • Steel Stud, A653 Gr. 33" Heed/SagJa�1tifP , 3/8' a 0.058' 0 1/4' Elco 188 S.S. Agge-G4101 Concrete (min. 2.22 ksi) Head/SBUJan1•P•nok /• 1-1/2' e • -3/8" • Urgreuted CMU, (8015/ 090) Janb/Pfiook 2" 1.14" • Grated CMU (ASTM C60, min. 2 ksi gore) Jamb/F.-took 2" 2" • • P.T. Southern Pine (SG=0.55) Head/S8UJamb/P-Look 1" 1-3/8" GtitsDeecdp6on (Listed from Exterior to Interior) Talee Sheet Type 1 7/16' Laminated: (1) Lite or 3/10" ANN Glass and (1) Lit. 013/10' ns Glees with ,090' PV8 80860510 2 7 2 9/16' Laminated' (1) Lite of 1/4' ANN Glees and (1) Lite of 1N' HS Glass with .080' PVB Interlayer 2 7 3 1-1/18' lami Bred l.0 - 3/16' T Eztenor Cap + //18' Ai Space a 7/16' Laminated consisting o/ (1) Lae or 3/16" ANN Glass and (1) Lite of 3418' HS Glass with 090" PVB Interlayer 2 7 4 1-1/16" Lenrnete4I G. 1/4' T Exterior Cap + 3/8' Air Space • 7/18' Laminated consisting o1(1) UN of 3416' ANN lass and (1) Lae of 3416' HS Glass with .090' PV8 Mterlayer 2 7 5 7/16' Laminated: (1) Lira Or 3/16' ANN Glass and (1) Lite of 3/16' HS Glass with .090' SG 8606eyer 1 7 6 9/18' Laminated: (1) Lisa or 1/4" ANN Glass and (1) LBe of 1/4" HS pass with .090' SG k4erleyer 1 7 7 7/10' Lamented: (2) Lite of 3415' HS Glass with .090' SG ntedayer 3 8 8 9/16. Laminated: (2) Utes of UV HS Glass wlh .1190' SG Medayer 3 8 9 1-1/16' Laminated I.G .. 3/18' T Exton. Cap • 7/16' Air Space • 7/18" Laminated consisting of (1) Las of 3/16" ANN Glass ala (1) Lite of 3118' HS Glass with .090' SG McMyer 1 7 10 1-1/16" Laminated I.G.: 1/4" T Exterior Cap • 3/8' Air Space • 7/16' Laminated consisting of (1) Lite of 3/16" ANN Gass and (1) Lee of 3/18' HS Glass with .090' SG 8104aya 1 7 11 1-1/18' laminated I.G.: 3/16' T Exterior Cap • 7/16' Air Space • 7/1e- Laminated consisting of (2) Lees 013/16' HS Glass with .080' SG ntedayer 3 8 12 1-1/16" Laminated IG.. 1/4" T Exterior Cep + 3/8" Ai Space • 7/18' Laminated consisting o/ (2) Lees 0f 3416" HS Glass with .090" SG Intedayer 3 8 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY MLAMI.OADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. W0013 BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION . 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 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, 308 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: .2014 FLORIDA BUILDING CODE (MCI 5111 EDITION • ASTM 81300-09 • ARM/AF.7A NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL- ADM -2015 •AISFS100.0752-2010 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1-3 & C1-C2 ON SHEETS 7 & 8 GENERAL NOTES 1 EXAMPLE CONFIGS 2 INSTALL DETAILS 3-6 DP/ANCHOR TABLES 7-8 EXAMPLES 9-10 GLAZING DETAILS 11 ANCHOR LOCATIONS/2-15 PANEL TYPES 16 EXTRUSIONS 17 PARTS LIST 18 CERT. OF AUT1.e29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 E ALUMINUM SLIDING GLASS DOOR NOA (LM) A 10/05/15 GENERAL NOTES Sri J ROSOWSKI h ADDED SPACERS TO SHEET 11. - JR 05/15/18 1 SGD-780 NTS ! 10818 MD -780.0 f; A MIN. OF • THREADS BEYEND THE METAL • SUBSTAATE•0!AC SUBST TE TO • MEET STREN A1WD•• THICKN SS REQUIPEf4Eils• PER CURREVT • FLORID• QI11.Ijl/s3 CODE AND TO BE REVIEVEDBN•)E• AUTHORITY HAVING JURISDICTIONS • FOR ST!et SICdS• MIN. FU=45 KSI & MIN. •�•31& VI, • •• UNGROUTED CMIJ- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. f700018 REV198• a••w 4_ .its resflerida AwCalk e.ss. 16-OCZ// /0 evinrvae.ns 011/9 ea, 6017 •eGrf�re4wM CwIN A. LYNN MILLER P.E. 0,0110+005 MAX UNIT WIDTH OM. PANEL WIDTH PER TABLES 1-3 L MAX. UNIT HEIGHT PER TABLES 1-3 12 _ I 1 PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 1 F43 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH NOM PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1-3 1 -i- -. PER TABLES 1-3 r 1' MAX. UNIT HEIGHT PER TABLES 1-3 MAX UNIT WIDTH 2 -PANEL CONFIGURATIONS NOM. PANEL WIDTII _ PER TABLES 1-3_ T MAX. UNIT HEIGHT PER TABLES 1-3 5 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NT. CV i 1 NOM. PAN PER T 'q) MAX HEI PER TA 7 -PANEL CONFIGURATIONS MAX. UNIT HEIGHT PER TABLES 1-3 3 -PANEL CONFIGURATIONS • • • • • . •• . .•. • ------ MAX. UNIT WIDT. • NOM. PANEL WIDTH • • • • • •Ci:, PER TABLES 1-3 ��''..�� MAX. UNIT HEIGHT • PER • TABLES 1-3 • • •••• • • •••• • • II • :L WIDTH M1LAA. VNII MU IH , BLES 13 GHT BLES 1-3 r} _ UNIT .1 I E') 17 ! // l GHT I.. 1 1 3LES 1-3 I roper NOM. PAN PER TA MAX HEI PER TA 6 -PANEL CONFIGURATIONS ES' • • • 4 -PANEL CONFIG • TI NS C� • • • • IRAX. UNITMDTH i7'• PANE‘ WIDTH_ • i • •PER TIABLjS 1-3 R • • 4_ MAX. UNIT HEIGHT PER TABLES 1-3 •• • _EU . CORNER TYP. am+x m.... suaur EL WIDTH) M1LAA. VNII MU IH 4) BLES 1-3 j GHT BLES 1-3 1iEt h E I % ` // CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PXXXX9, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXp- 2) 90° 8 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FT. DETAIL LETTER E3 SHEET NUMBER "X” = OPERABLE PANEL "0 INOPERABLE PANEL "If = POCKET 8 -PANEL CONFIGURATIONS DLO WIDTH = NOM- PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT - 13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT - 17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" CERT. OF AUGH. Y29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1000 ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 CONFIGURATIONS 8 J ROSOWSKI • SGD-780 NTS 20F 18 7$# Fa MD -780.0 �# A • • • 'SOAK(' REVISED S t,.R1 n. Halt A.aepnr. No 5-(0 EMiratiosdl. tlif in.! 17 •. • • OPT. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 / CONCRETE/CMU PER ANCHOR REQUIREMENT? / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEEM TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL Al THRU IX W000 INTO MASONRY DETAIL B1 ASTRAGAL FACING EXT. FRAME WIDTH DETAIL C1 INTERLOCK • • • • • DEli4IL D1 •• INTO METAL ••- • • METAL TYP., SEE ANCHORS • • •NOTE, SHEET 1; MIN. 8IF 3 111 DS BEYOND THE • ME SUBSTRATE • • •• G-, •••••• NOM. PANEL WIDTH 12• FIXED "O" PANEL BRACKET w TOP AND 8O4T1014 EMBEDMENT - q••- EDGE DISTANCE .-. 1/4- MAX. --4 DAYLIGHT OPENING -• - WIDTH emiroma 2X WOOD BUCKSTRIP OR FRAMING, SEE -� ANCHOR NOTE 3. SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE 1_- \LIL Waif DETAIL A2 INTO2X W000 EMBEDMENT --� �- 1/4• MAX. DAYLIGHT - OPENING I....- WIDTH fWIDTH I EXTERIOR 1 "� HORIZONTAL SECTION.(XXO_SHOWN) !DETAIL C2 INTERLOCK 'IDETAIL D2I LNTO MASONRY (C'}_-\ r ‘-` SEE TABLE 3 FOR `" `) REINFORCEMENT REQUIREMENTS SEE TABLE 3 FOR REINFORCEMENT REQUIREMENTS •• t -.i 5 SEM eNAPA • �I. • C3 • 31 • • • L •• • 1/4" MAX EMBEDMENT 1-•-- • • EDGE • • • • DISTANCE • •• `fL} `• ^T \-�L_ 1-1/2• FRO* • EACH END • DETAIL B2 -ASTRAGAL- FACING STRAGAL FACING INT. E DIST 1 TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE • TYP. ANCHOR TYPE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW HORIZONTAL SECTION (XO SHOWN) NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 4) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 5) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. EMBEDMENT CONCRETE/CMU '-PER ANCHOR REQUIREMENT ASTRAGAL MAY 8E INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. CERT. OF AUTH. •29298 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ALUMINUM SLIDING GLASS DOOR NOA (LM) • 10/05/15 INSTALLATION, HORIZONTAL XSECT., J ROSOWSKI SGD-780 NTS 3 OF 18 MD -780.0 A • L•••• • PPOUNC F REVT9E• A[hr•yy n. 042 .70 ENdrivim Deft co 7 0.. LYNN ULLER, P.E. P.E• 58)05 . • •• (DETAIL El INTO MASONRY IX BOCILSTRP • EMBEDMENT • ' • T, 1/4' MAX. TYP. ANCHOR TYPE,_ EMBEDMENT G., AND EDGE -J DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW OPT. TAU. ROT. RAIL GROUT AS NEEDED, SEE ANCHOR NOTE 5, SHEET 1 1e _ EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL E21 2X WOOD BUCKSTRIP INTO WOOL J OR FRAMING, SEE _ EDGE //- ANCHOR NOTE 3, 1 DISTANCE E .. SHEET 1 1/4" J MAX. IX OR 2X w WOOD - BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 —. I _ DAYLIGHT OPENING HEIGHT AL 1 DETAIL E3 NTO MASONRY EMBEDMENT EMBEDMENT 114' MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PANEL HEIGHT FRAME HEIGHT CJ� It Von or. ND 7/4' MAX. J j ...� EDGE •T.T_— 4. �— <%, I` _� /" .A • •20 ;. .DISTANCE- -,--.1..f— .. ��_ EDGE '� 'i' 1 DISTANCE 1 fir TYP. ANCHOR TYPE, EMBEDMENT / % TYP. ANCHOR TYPE, EMBEDMENT = "/ EMBEDMENT AND CONCRETECAIU -/ PER ANCHOR DETAIL F1 REQUIREMENTIwo0MAS0KRY CONCRETE/CMU PER //T- ANCHOR REQUIREMENT • • • EE AA••� j•22• • TA LDAD COMPLiAISTOVED INU B ESL FRC INTO METAL OR STEEL STIR Tjiir� • NG • • • • / -- PROPERTIES, LE A, SHEET'` ••• • • • EDGE DISTANCE EDGE DISTANCE• • • • • •f • 1/4"MAX••4•I •/ TYP. ANCHOR TYPE, EMBEDMENT /---AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ��--• EIEDMENT • •• ••• OPT. SCREEN TRACK ADDON; SIMILAR FOR HEAD AND JAMB. 2-4 TRACKS 062 -.1 t .713 3.630 1 S LL RISER (1..5.)(4 1/2" TOTAL SI L HEIGHT) -®M25HOWN .f 013.16 ALSO APPLY 1-W =TOTAL I SILL HEIGHT 1/4' MAX. 2X WOOD / / EMBEDMENT AND EDGE DISTANCE PER BUCKSTRIP OR -/ EDGE DISTANCE PER SUBSTRATE,SEE FRAMING, SEE SUBSTRATE, SEE TABLE A, SHEET 1 & ANCHOR NOTE 3 DETAIL F2 TABLE A, SHEET 1 & NOTE 3, BELOW SHEET 1 INTO W000 NOTE 3, BELOW VERTICAL SECTION VERTICAL SECTION .713 r .062 780 SILL RISER! Q2)(1-5/8- TOTAL SILL HEIGHT) —_ y7 I j CERT. of AUTH_629296 1070 TECHNOLOGY DR-IVE N. VENICE, FL 34275 (941)-480-1600 16 `3 SILL RISER (5-1/4" TOTAL SILL HEIGHT) SILL RISER (2-3/4' TOTAL SILL HEIGHT) • • / TYP. ABHOR TYPE, EMBEDMENT • • • ••#ND EDGE DISTANCE PER • • %UBSTRATE, SEE TABLE A. SHEET t • S NOTE 3, LOIN. • • • • • • • • • • • • • • • NOTES • • • • • 1) DETAILS APPW T0.2, 3 AND 4 TRACK CONFIGURATIONS• • 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 12-13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE. SEE SHEETS 7-8. .062 t .713 11 2.628 SI L RISER 14 (3- /2 TOTAL SILL HEIGHT) ALUMINUM SLIDING GLASS DOOR NOA (LM)1 10/05/15 INSTALLATION, VERTICAL X -SECT. [dl J ROSOWSKI ;sI 1 SGD-780 1. NTS i 4OF 18 I/F MD -780.0 A • PRURUCT REVISED IulPlybg.NY dm Fla/d. A II OM. fW €€4.1•1••D lDour 6/02"1 /o t �aMOeMInfw Cid .116711;7 A LYNN MILLER, P.E P.EA 59796 !DETAIL GI RNOE COPTER 135• wTTERIoq (D- "0. F ‘,1°)— <� INTERIOR As ,S; �. 17-112' v MAX 0.C. RITERIOR DETAIL H2 90' OUTSIDE CORNER.. oo/19" MAX. O.C. u\ 0 90' EXMOOR DETAIL Ht 9o. INSIDE CORI4 d 135° 135' w?EROR DETAIL G2 135- OUTS DC CORNER I 19- MAX. NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14-15 FOR ANCHOR LOCATION 8 SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. 5 4_ CERT. OF AUTH. *29298 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ALUMINUM SLIDING GLASS DOOR NOA (LM) A'; 10/05/15 CORNER ASTRAGAL HORIZ. X -SECT. .81J ROSOWSKI .SGD-780 18. NTS 44••••a• 18I •�•• 18 5 OF •gf MD -780.0 • I? FROOUC3 REVISED as pMeE Wio •e MAY AmM9N7)16/e GI49YeaQ4 7 1l r�wa�Pr.rKGr:` • • • A. LYNN IA .LES P.E. P.E.9 54706 • • • • • • • • • • • • • • • • • • •• • • • • • •• •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • OPTIONAL NON- STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB E%TERJOR . DETAIL 11 INTO MASONRY INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO PREVENT WATER INFILTRATION. POCKET BY OTHERS, SEE NO(E 6 BELOW. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A. SHEET 1 & NOTE 3, BELOW SEE NOTE 4, BELOW EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE/ ,�- DISTANCE PER SUBSTRATE. --‘--- SEE TABLE A. SHEET 1 & €S NOTE 3. BELOW - EDGE _ DISTANCE INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND—. \ THE METAL SUBSTRATE DETAIL 13 ~INTO METAL - EDGE DISTANCE - EMBEDMENT EDGE DISTANCE EMBEDMENT j 114' MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A. SHEET 1 & NOTE 3, BELOW CONCRETE/CMU PER ANCHOR REQUIREMENT —(1(4)SEE NOTE 4, BELOW EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 15 FOR ANCHOR LOCATION & SPACING. 4) 410 X 314' SMS @ MAX. 5-117 FROM ENDS & 12' MAX. O.C. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 7X WOOD BUCKSTRIP OR FRAMING. SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT 114' MAX. • EDGE DISTANCE EMBEDMENT 114' MAX. J CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT EDGE DISTANCE --(,:SEE NOTE 4, BELOW DETAIL 12] IRT0 MASONRY EXTERIOR EXTERIOR POCKET EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1 & NOTE 3, BELOW — EMBEDMENT EDGE TANCE /--FS, EE NOTE 4, BELOW DETAIL 14 INTO 2x M000 EXTERIOR POCKET ExTEMOR _.11. CERT. Of 01.1111. 029294 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ALUMINUM SLIDING GLASS DOOR NOA (LM) I! 10405/15 P -HOOK EXAMPLES, HORIZ. X -SECT. J ROSOWSKI •_• •. ........�� . ..•II• SGD-780 NTS 6 OF.1 11D-780.0 al A PROfil•Cr REVISOR • IW1e4..IE Ne RAU • oIVOLI 4K411•► 6Ord • •••• • • •••• • • •• •• • • • • • • •• • • • • •• • • • • • • • • • • • •• •• •• •• • • • • • • • • • • •• • ••• • • • Design Pressure (DP) and Anchor Quantities Required, (tor all .ppromd configurations on shoat 2) For comer propel an -bons on 80' & 135 comer mks. as. *Mole 118 15 Table applies to Glass Type* 5, 8 9 8 10 containing ANN -HS 5G Lanwted Glaxin9. Rentim me t ((M *291N not reguired n Br Exterior Hted0+k. Door UM Height e0' 84' 96' 109' 120' 71-371' Panel Height- 81-314- Panel Height" 933/4' Pad Haight" 105-3/4' Parol Height"' 117-341' Parol Height" Anchor Grow Arnha Gmup Anchor GMAT Motor Gwup Anchor Group AISICJD A I B C D A] B C( 0 A I B C( D AIBICIO 38' C4.1 Design Pmesw +W/40 psi +80/40 psi +80/410 par rag / 70 psi *W/ 70p/ 23.1/0• 010 Ni•h Head/Sill C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C1+1 C4+1 CA+1 C4+1 C4+1 C4.1 CAM 04+1 C4+1 C4+1 C4+1 C6.1 04+1 04+1 lamb 6 6 8 6 6 8 8 8 8 6 4 8 8 8 8 8 10 10 10 10 P -hook P400k 4+4 4H 4.4 429 4+4 4+4 1.4 429 294 4+4 4+4 4+4 5.5 5+5 5+5 5+5 5+5 5+5 5+5 5.5 42' lamb Design enuarw 6 +00/407/ 6 8 6 •80/2058+7 8 58-4,0o4 +00/20 psf 1+4 4.1 .60/ 70 psi 429 4.4 +00/ 70 psf 341/0• DLO Width 14ead/Sill C4.1 C4+2 04+2 CAM CA+1 04+2 C4.2 04.1 CAN C1.2 08+2 C4.1 C4+1 C8+1 C8+2 C4.1 54+1 C8+1 C8+2 CI*1 lamb 6 5 5 6 8 8 88 8 8 6 10 6 8 8 10 10 10 10 10 -hook 1.1 IN NI 4+4 4.4 IN IN 1.4 N! 4+4 4+4 I+I 5+5 5+5 5+5 5+5 5+6 6.6 5+5 5+5 1P 1 4r 77 'al aO %mem Design Pressure +8/ -CO pd *00/20 p/ +00/-80p/ •60/ 70 psf +00/ 7Opal Head/5i11 C4+1 C4+2 C4+2 C4.2 04+1 CA+2 C4.2 CA.2 C4.1 06.2 C6+2 01.2 C4+1 C8.2 08.2 C4.2 C1 N C6+2 C6+2 C6+2 lamb 6 6 6 8 8 8 8' 8 8 8 8 10 8 8 6 10 10 10 10 12 ',hook 4./ 4+4 1.4 1.4 4+4 429 4+1 4+4 4+4 4.4 4+4 IN 5+5 5+5 5+5 5.5 5.5 5+5 5.5 5.5 54' Design Preaan +00/20µs/ •00/40psf +00/20 par 48-118' etc) wan Need/5111 CA+2 C4.2 CA.2 04.2 C4+2 C4+2 C6.2 CA.2 54+2 C8+2 C8+2 C4+2 lamb 6 8 6 8 8 8 8 8 9 8 8 10 P -look NI Na 4+4 NI NI 4+4 NI 4+4 N{ {+I 4+4 294 NC19wllabb In these sines 60' GngnP1.3401,•00/407/ P1.3401, •80/4058+/ +76.2/- 6.2ps 52-1/8' 0 width Head/5111 54+2 C4+3 04+3 CM2 Ce+3 C4•3 C4.2 C402 C(1.3 C8+3 C8+2 a 8 6 8 8 8 8 8 10 8 8 8 12 P -hook 4+1 4+4 NI del \NO NI IN 4+4 IN 4+4 N♦ 429 +1 80.0 PSF FOR GLASS TYPES 6, 9 810. •BEE FORMUi. ABLE 2: Design Pressure (DP) and Anchor Quantities Required, dor all approved configurations on sheet 2) For comer astragal .nclore9e an 90' 8 135' carer units, see sheets 14 5 15 Tabu applies to Glass Types 1 -4 eontairp ANNMS P1/13 Laminated 05.o.s . R*14**+meht (part 029) a rot requited in tM Exterior knnbck. Odor U,xt Height m• 77-3/4' Panel Height" 93314' Panel Height.' Anchor Group Anchor Group A 1 B( C' D A 1 B' C 1 0 38' o 0eo41n Pesum +63/4074/ +65/ 45 p+! 28-118' OLD Width Nea4/5111 C4+1 C4.1 C4.1 C4+1 C4+1 C4+1 C4.1 54+1 lamb 9 8 6 e 8 8 8 8 p-ho40 294 429 14+4 4+4 4+4 429 4.4 429 3 42' a 74 .5 34cDLO-118.O Wdh O.sgn Pressure •85/25psf +85/45psf Head/Siil +1 GN C4.1 04+1 C1 Celt G +1 GN 0451 Iamb 8 8 8 6 8 8 6 8 P -hook 4+4 4+4 429 NI 4+4 IN 429 4+4 E 43' 461/8' DLO Ntdh Design Piusue .65/257/ .66/45ps/ Mead/Sill 04+/ C4.2 C4+2 C4.2 GN 51+2 C4+2 C4.2 lamb 6 6 6 6 8 6 8 8 58-4,0o4 4+4 4.4 1+4 4.1 4+4 4.4 429 4.4 •'SEE FORMULAS BELOW DLO WIDTH = NOM. PANEL WIDTH - 7.875' DLO HEIGHT (STD. BOT. RAIL, 022). DOOR UNIT HEIGHT - 13.4T DLO HEIGHT (TALL BOT. RAIL, 823) = DOOR UNIT HEIGHT -17.29' PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25' TABLE C1: Wabrtimited (+) Deign Premise 511 Riser Total 511 Height Mac. (+) DP A1ow53d 12 14/8' Sire Note 2 13 2344' +50.0 psf 14 3-1/2' +73.3 psf 4-12' +80.0 psf 18 5-1/4- +80.0 psf ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR jOUANTIES LISTED BELOW. SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C1, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH \ PANEL MEETING POINT. (EX FOR C4+1, 4 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. _ THE # OF ANCHORS THROUGH THE P -HOOK INSTALLED FROM THE INTERIOR • THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. OUSED IN EXAMPLE 2, SHEET 10 FIG 1: OH LENGTH ' -4 DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE NOTES: 1)1F WATER INFILTRATION RESISTANCE IS REOUIRED,THE LESSER VALUES OF EITHER TABLE 1 OR 2 AND TABLE C1 DETERMINES THE WATER LIMITED (4) DP. 2) THE 1-5/8' SILL RISER #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLES 1 OR 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 8) SEE SHEETS 12-15 FOR ANCHOR LOCATION & SPACING CERT. OF AUTH. 429236 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 A ALUMINUM SLIDING GLASS DOOR NOA (LM) a', 10/05/15 DP & ANCHOR QUANTITY TABLE 141 J ROSOWSKI im• •••4 • • • SGD-780 11r', NTS •• •y•• 7 0F8• •510.780.0 • "It M104)0* r REVISED erdylre +kb dee/1.444 •'tlna 0.44 [.ab.i lase .(n21 11 lcIlednCored S S.�L.....� • • A. LYNN 1.111.1. jt. PE P 1158705. • • •••• • • • • •• • • • • • •• •• • • • •• • • • • • •• • •• • • • • • • • • • • ••• • • • • • • • • •• • • • ,-..,,, J Design Pressure (OP) and Anchor Quantities Required, (for a8 approved configurations on Sheet 2) For comer astragal anchorage on 90' & 135 corner units, seer sheets 14 8 15 Table applies to Giese Types 7, 8, 11 8 12 containing HS41S SG W6krted glazing. Reinforcement (pen 829) Is required in 11,1 Exterior Interlock. Door Unit Mwgtn 80' 841 %' 125• 1201' 1321. 144• 77314' Panel Height'. 81-3141 Panel Height- 933/4' Panel Height- 105-3/4' Panel Height- 117-3/4' Panel 1Ni9M" 1293/4• Panel HeiglS" 141-3/4' Panel Height.' Anchor Gory Amber Group Anchor Group Anchor Group Anchor Ginty Anchor Group Anchor Group AISIC 0 A 8 1 0 1 0 A 8)0)0 A P I C D A1610 D AIBICID 8)8)0)0 22-1/6' DLO Width Dsegn Pressure +105/•115p6' +105/ 11544 +105/ 11544 +105/ 115 pa +105/ 11544 +131/ 104 pa +92.7/-94ps I4N0/S6 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4*1 04+1 06+1 C6+1 C6+1 C4+1 C6+1 C6+1 06+1 C6+1 C6+1 C6+1 06+1 0641 C6+1 C6+1 C6+1 Jamb 6 6 6 8 6 8 8 8 6 8 8 10 8 8 8 12 10 10 10 12 10 10 10 12 12 12 12 12 P4mk 4.4 4N 4.4 4+4 4+4 4+4 4+4 4+4 /+4 4N 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+5 6+8 6+6 6+6 6+6 6+6 36' Design Pressure +105/ 115 per 105/ 11544 +105/ 115431 105/ 115ps +105/ 116 par +101.5/ 111.2 par +77.9/-85.3 par 28-1/6' DLG Width Hared/9i8 CA+1 C6+2 C6+2 C4+1 C4+1 C6+2 C6+2 C4+1 04+1 C8+2 C6+2 C6+1 C4+1 C6+2 06*2 C6+1 06+1 C8+2 C8+2 C6+1 C6+1 08+2 08+2 C8+1 06+1 C8+1 C8+1 05+1 Jamb 6 6 8 10 8 8 8 10 8 8 10 12 3 8 10 14 ID 10 12 14 10 10 12 16 12 12 12 14 446958 4+4 4+4 4+4 4+4 4.4 4.4 4+4 4*4 4+4 4+4 4+4 4+4 5+5 5+6 5+5 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 /0' 34.1/81 DLO Whin Deagn Pressure +105/ 115 pet +105/ 115 pa +106/ 11540 +105/ 11544 4105/ 115 pal 68/46.4ps1 *87.3/•73.8431 Haa4/S• C4+2 C6+2 C6+2 C4+2 C4+2 06+2 C6+2 C612 C4+2 C6+2 06+2 C6+2 C6+2 C8+2 C8+2 C6+2 06+2 C6+2 08+2 C8+2 06+1 C8+2 C8+2 09+2 06+1 06+2 C8+2 C8+1 Jamb 6 6 8 10 8 8 8 10 8 8 10 12 8 6 12 14 10 10 12 16 10 10 12 16 12 12 12 14 P41oos 4+4 4+4 4+4 4.4 4+4 4+4 4+1 4+4 IN 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 48' 10-118• WHO Design Pressure 105/ 555p85251115 1 105/ 115 p5 +103/ 115 pa 105/-115 per 78/-85.4W+59.8/45.244f 96+4/08 04+2 06+3 06+3 06+2 C4+2+503+3 "C6+T 08+2 06+2 C8+3 08+3 08+2 C6+2 08+3 C6+3 08+2 06+2 C10+3C10+3 05+2 08+2 C8+2 06+2 06+2 0601 C6+2 08+2 C6+2 Jamb 6 6 8 12 8 8 10 1 12 8 8 10 14 8 6 12 16 10 10 14 18 10 10 12 16 12 12 12 14 5419ak 444 4+4 04 4.4 4*4 4.4 4+ 4.4 444 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+8 6+5 6+6 6+6 6*6 625 6+6 74' Design Pressure +105/ 115481 *105/415p* +105/ 11544 .105/ 115 411 +94.8/-03.8445 46.110 DLO W180 1•W/S8 C4+2 C6+3 08+3 C6+3 C4+2 06+3 06+3 C6+3 C6+2 C8+3 08+3 06+3 06+2 08+3 C10+3 08+3 C6+2 C10+3C10+3 C8+3 Jamb 6 6 10 12 6 6 10 12 6 8 12 14 8 8 14 16 10 10 14 18 P+69698 4+4 4+4 4+4 {N 4+4 4+4 4+4 IN 1+I 4+4 4+4 6*6 ({+6 5+5 5+5 6+6 6+5 5+5 6+5 6+6 Not available in these sloes 60' 8n Pressure Dey +105/ 115 pat +105/ 115 pa +105/ 115ps +103.4/ 113.2par 86.7/-05p*I 52-118• DLO NOM Hers+/Sit 04+3 C6+4 C6+4 06+3 C4+3 06+4 C8+4 C5*3 C8+3 03+4 C8+4 C8+3 06+3 010+4010+4 C8+3 C6+2 C10+3010+3 0)+3 Jelnb 6 5 10 12 8 8 10 14 8 8 12 16 8 6 14 18 10 10 14 18 4'169698 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+/ 5+6 5+5 5+5 5+5 6+6 5+5 5+5 5+5 6+6 "SEE FORMULAS BELOW TABLE C2: Wa8er4-imitrd (4) Delon Pressure Sill 556er Total SR Height Mal. (+1 DP Allowed 12 1-5/8" See Nxa 2 13 2-3/4' +50.0 ref 14 3-1/2' +73,3 psf 15 4-1/2' +100.0 465 15 5-1/4' +105.0 pot FIG 1: OH LENGTH Fl 0 LTJ =i Oxi I DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 7.875' DLO HEIGHT (STD. BOT. RAIL W22). DOOR UNIT HEIGHT -13.47' DLO HEIGHT (TALL 80T. RAL. #23) = DOOR UNIT HEIGHT - 17.29' PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25' ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C2, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR 08+1. 8 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P -HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. °USED IN EXAMPLE 1, SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER LIMITED (0) DP, 2) THE 1-5/e' SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OROVERHANG IS PER FIG 1. 14 SO, +DP'S SHOWN IN TABLE 3 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 8) SF0 SHEETS 12-15 FOR ANCHOR LOCATION & SPACING CERT. OF w01.529299 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 ALUMINUM SLIDING GLASS DOOR NOA (LM)1 10/05/15 DP 8 ANCHOR QUANTITY TABLE 81J ROSOWSKI ••• 1 SGD-780 • 11 NTS 111 8OF%. 4 iA 4D-780.0 • 1,A .0860 f 83:5+580 a+relfie6+ilt e1 PLAY Mse G„I Aorp*er[ 6451-o L25. /0 Lrenear Sher P0y12) 1-I 8 M ) S1 _*5.L� * ta/n45 re4ano.r •••••• A. LYNN MILLER PS • P.E.45819N• • • •••• • • •••• • • •• • • • • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • • ••• • • • EXAMPLE 1: 3 -PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48' X 84" NOM. PANELS, LAMINATED, 10 GLAZING, ANCHOR GROUP 31N WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +98.21-108.6 PSF 4 ANCHORS PERPENDICULAR TO THE GLASS P -I -00K ANCHORAGE DETAILS HEADSILL MAY FOR STABILITY OR TO ALIGN A /' BE SPLICED AS SPLICED HEAD/SILL. EXTRA ANCHORS / NEEDED. MAY 0E ADDED IN THE POCKET / 6- AK. n INTFIRIO2 CENTERLINEII._CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL r OF INTERLOCK I OE INTERLOCK \.___ANCHOR INFORMATION. CENTERLINE �_ CENTERLINE CENTERLINE • t-.� f OF PANEL 3 I •\ f • I• PAPE EXTERIOR 6' MIN. 3.41 - MIN. 241.? 7-11116' MAX. JAMB ANCHORAGE DETAILS FRAME JAMB REOUIRED INTERIOR POCKETS POCKET BY OTHERS. SEE 'NOTES. SHEET6 • 3' %ANCHORAGE, SHEET 12 CLUSTER, SHEET 13 SEE POCKET JAMB INSTALLATION ON SHEET / -•3- ANCHORAGE,, SHEET 12 EXTERIOR "Or CLUSTER. • SHEET 13 24' '•]' ANCHORAGE,, SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) HEAD/SILL ANCHORAGE DETAILS PXXX 3 -TRACK END PANEL ANCHOR EXCEPTION: USER INSTRUCTIONS: 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +98.21-108.6 AT A NOM. PANEL SIZE OF 48' X 84'. FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS +105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY ANCHOR IN GROUP C (SEE TABLE A), TABLE 3 SHOWS ANCHOR REQUIREMENTS OF: Head/Sill C6+3 Jamb 10 P -hook 4+4 DISTANCE TO NEXT CLUSTER –�I TO BE 24" 0.C. OR LESS • // LCENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE 0 C DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: HEAD/SILL: SHEET 13 FOR THE 'C6' CLUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3 ANCHORS LOCATED AT THE CENTERLINE OF ALL 3 PANELS. JAMB: 5 PAIRS OF ANCHORS • 10 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. P -HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 P -HOOK: SHEET 6 FOR PRODUCT REFERENCES. ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. 6) SHEET 11 FOR SPECIFIC GLAZING TYPES. C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 18 FOR A BILL OF MATERIALS. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941(-480-1600 A ALUMINUM SLIDING GLASS DOOR NOA (LM) 1' 10/05/15 I STRAIGHT DOOR EXAMPLE 181 J ROSOWSKI 8 SGD-780 '6 ••• • • • -a ••• • 4• • 11 90F 18 ,gf M0-780.0 •lt8t • • • PRODOCf REVISED reorkplyiet Ne F3.. NWgf' 0+444+002 N. ILnC20'f , E.___—. a2./6 LII, • • a6 S�(b •••••• • A. LYNN MILLEPOP.E P.E656705 • I••••• • • • • • • • • • • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • EXAMPLE 2: 5 -PANEL, 2 TRACK, 90' OUTSIDE CORNER - PXX/XXO, EXTERIOR MOUNT POCKET, 60" X 84" NOM. PANELS, LAMINATED GLAZING ANCHOR GROUP 1 IN CONCRETE SUBSTRATE PROJECT DESIGN PRESSURE REQUIRED: *68.4/-77.1 PSF FOR STABILITY. EXTRA ANCHORS MAYBE ADDED IN THE POCKET POCKET BY OTHERS. SEE 1401E 0, SHEETS .•\NO FRAME NMB REQUIRED ;I\ EXTERIOR POCKETS SEE POCKET NMS INSTALLATION ON SHEET 6 t1• ✓� MAX. TO OPENING EDGE 01 POCKET 24' MAX. OC. 24• MAX D.C. 80' NOM. PANEL WIDTH EXTERIOR END ANCHORAGE (M1N.1 ANCHOR) P MAX. , 4 ANCHORS PERPENDICULAR TO THE GLASS •22' ANCHORAGE, SHEET 12 CENTERLINE OF PANEL 1 -Cr CLUSTER. SHEET 13 CENTERLINE OFINTERLOCK r •.r ANCHORAGE, SHEET 12 CENTERLINE OF PANEL 2 24-117 MAX. EXTERIOR 146/18 -AMAX. 'C4- CORNER CLUSTER. SHEET 14 �CENTERLINE OF INTERLOCK CENIENUNE OF PANEL) (• / 14-5/10' MAX. 4 ANCHORS —PARALLEL TO THE GLASS 24-117 MAX. INTERIOR L1 P -HOOK ANCHORAGE DETAILS ti CENTERLINE f OF PANEL MIN.r- 24412. 24V2' RAO. 7-11/18' MAX JAMB ANCHORAGE DETAILS USER INSTRUCTIONS: 1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF .68.4/-77.1 AT A NOM. PANEL SIZE OF 60" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR CONCRETE INSTALLATION USING ANY ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: Head/S41 C4+2 Jamb 8 P4look 4+4 'ANCHOR 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: 'PAR' HEAD/SILL. SHEET 13 FOR THE "C' CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, SHEET 12 FOR THE INTERMEDIATE "*2 ANCHORS. J HEAD/SILL @ CORNER SHEET 14 FOR THE "C4" CLUSTER ANCIIORS @ THE 90' CORNER -! JAMB: 4 PAIRS OF ANCHORS 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. 5'MINP-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS: REFER TO SHEET 15 FOR GENERAL LAYOUT. EXTERIOR 3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: HEAD1SILL & JAMB: SHEETS 3 & 4 P -HOOK: SHEET FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYPE. C) SHEET 6 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 0) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 18 FOR A BILL OF MATERLALS. END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT CLUSTER TO BE 24.0.C. OR LESS SEE FIGURE ABOVE FOR —ADDITIONAL ANCHOR CENTERLINE INFORMATION. I OF ASTRAGAL CENTERLINE FOR ED PANEL. —PANEFU(L BRACKET DE7 CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24". OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: OF PANEL 5 +Y ANCHORAGE. _/ SHEET 12 -CI-CLUSRJ SHEETTE13_ '.2' ANCHORAGE, SHEET 12 24 MAX -�-I --r ANCHORAGE. SHEET 12 END ANCHORAGE DAN 1 ANCHOR) 'C4• CLUSTER_ SHEET 13 HEAD/SILL ANCHORAGE DETAILS 90° OUTSIDE CORNER, PXX/XX0L2-TRACK REFER TO'SHEO' AILS. ETS ?ROGUE 1 RENTS%) omplying will. Ir FInN• • Aa//ear. P• (6-A424-/0 Eu th.. D.a '01p, 21 (I -) a k(6 A. LYNN MLLER P.E. P.E1 58708 CERT. OF AUTH. 626298 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 CORNER DOOR EXAMPLE J J ROSOWSKI J • SGD-7W • • • • • • • •••• •••• • • • •••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • ••• • • • • GLASS TYPE 1 (WITH PVB) GLASS TYPE 5 (WITH SG) GLASS TYPE 4 (WITH PVB) GLASS TYPE 10 (WITH SG) GLASS TYPE 2 (WITH PV8) GLASS TYPE 6 (WITH SG) GLASS TYPE 7 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 3 (WITH PVB) GLASS TYPE 91WITH SG) GLASS TYPE 8 STRUCTURAL POLYISOBUMEN WrrH DESICCANT EXT. GLASS SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE i/4' NOM. FOAM 3/16' NOM. WITH DESICCANT KODISPACE C 4SG TPS EXT-GLASS— GLASS INT. GLASS r� DURASEAL® — SPACER POLYISO- BUTYLENE — SEAL V r{„ ROLL -FORMED STAINLESS STEEL Part* Description Material 72 KomReriing 4SG TPS Spacer System 73 Ouanex Super Spacer nXT with Hot Melt Butyl See this Sheet Ex 74 Quanex Duraseal Spacer Materials 75 Cardinal )i Edge Spacer REFERENCE TEST REPORTS' FTL-8717, 8968 8 8970 EXT. GLASS DESICCANT FILL AREA �.— 5/16' NOM, SILICONE SEAL XL EDGE''. 5 SPACER INT. GLASS SUPER SPACER®NXT' 'ANN' = ANNEALED 'HS'= HEAT STRENGTHENED T =TEMPERED 'PVB' _ .090' BUTACITE®PV8 INTERLAYER BY KURARAY AMERICA, INC. 'SG'= .090' SENTRYGLAS® INTERLAYER BY KURARAY AMERICA. INC. _CERT. CF AVM. l29236 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 A, ALUMINUM SLIDING GLASS DOOR NOA (LM) � 10/05/15 1 GLAZING 8 SPACER DETAILS S J ROSOWSKI Ei ADDED SPACERS - JR /ROOKt REVISED m•rAr.a wkl. IrM U e.*.r 8.4. A<.gr.e.s H. IA -04E5. /D E.Ormisra COW D 13h_ .fir 1**11 6...C..w 05/164e1 1 SGD-780 • • 7 • h • It NTS it 11 OF 11 IR£' MID -780.0 ••4 • •••• • • •••• 41.% • •--• • • • • • • •• • • • • • • •• •• •• • A. LYNN M&LFR, P8, P.E./ 58705. • • • • • • • • • • • • • • • • • • • • • • f • • • • • • • • • • • JAMB ANCHOR LAYOUT FOR ALL DOORS: 2.53' — 24-1/2' MAX. O.C. C44—t.4.1 6" DIAG. EXTERIOR 7 -11/16' MAX. 2-TRACK FRAME JAMB ANCHOR PAIR -ANCHOR PAW - t 3 -TRACK FRAME JAMB ANCHOR PAIR (ALTERNATE ANCHOR LOCATION [IGURES PEA -YAMS TO THE FOLLOWING JAMB ANOMIE LOCI: -Hae. 7-11/16" MAX. 1 3 -TRACK FRAME JAMB ANCHOR PAIR 24-1/2" MAX. O.C. 8' DIAG. EXTERIOR 5.44' 7-11116" MAX 4 -TRACK FRAME JAMB ANCHOR PAIR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, UNLESS OTHERWISE NOTED. 2) FOR 3 -TRACK JAMBS, ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK. 3) MIN. OF 8 ANCHORS IN JAMB (4 PAIRS). HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: EXTERIOR 2,11 2 -TRACK INTERMEDIATE ••1' ANCHOR LOCATION PANEL_._ CENTERLINE I 4.1T EXTERIOR 2.53" --1 3.31 f-, 1.66" � J 2 -TRACK INTERMEDIATE '•2' ANCHOR LOCATION PANEL_ CENTERLINE t'- 3.31' EXTERIOR 2.53" —' 2TRACKINSERMEDIAIE "•3' ANCHOR LOCATION NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. J CERT. OF MOTH. 329296 7 3.• EXTERIOR 3 -TRACK INTERMEDIATE • ANGOR LOCATION vAAEL _ PANEL —I CENTERLINE CENTERLJNE 3 TRACK INTERMEDIATE '•TANG CR LOCATION (ALSO USE WHERE ./.2. ANCHOR IS REQUIRED) PANEL CENTERLINE 2.53' EXTERIOR 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941(-480-1800 --- 3.31" 3.TRACK INTERJeI61E '•4' ANCHOR LOCATION 7 5.06" EXTERIOR 7 4 -TRACK INTERMEDIATE •T ANCHOR LOCATION (ALSO USE WHERE '•1' ANCHOR IS REQUIRED) PANEL __ CENTERLINE 1T 2.53" EXTERIOR 1.86" "J— ... N T •.TRACKINTERMEDIATE •••ANCHOR OCATION (ALSO USE WHERE '•0' ANCHOR 6 REOl11RED) ALUMINUM SLIDING GLASS DOOR NOA (LM) E 10/05/15 ANCHOR LAYOUT J ROSOWSKI 30 1 SGD-780 NTS PROW. REVISED as .40..0* Iv ib.S +«al wr n. JL-aC25-1D L.I.w-D.N 49/e, i1-7 14, LHa RIIY CmuV • 12OF18 0 11D-780.0 •It!� • • • • •••• • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • • • •• • • ••• • • A LYNN MLLE• 2E - 6E4 51006 E6E451006 • • • • • • • • • • • • • • HEAD/SILL CLUSTER ANCHORS LAYOUT FOR STRAIGHT DOORS: ASTRAGAL OR INTERLOCK SPLICE LOCATION ;_ CENTERLINE F NEEDED r - 4" 2" —. EXT mop 4.1T 2.TRAGK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REWIRED, tC( (FOR SPLICE CONDITION. DO NOT ASTRAGAL OR INTERLOCK�1 USE TILS DETAIL NT CEERLINE I SEEJ) r— 3.31.31 ' 7 EXTERIOR v ]-TRACK FRAME (USE VMERE 4 CLUSTER ANCRODS ARE REQUIRED. 141 .1T 2.53' ASTRAGAL CR NTERLOO( SPLICE LOCATION CENTERLINE IF NEEDED 1.68' 3.31: loom.orro 2.53' •o EXTERIOR ` 4.17" 1 4 -TRACK FRAME (USE WHERE 4 CLUSTER 07011045 ARE REOU1IED, t4 ASTRAGAL OR INTERLOCK SPLCE LOCATION CENTERLINE F NEEDED 4 �`-' ab ..--.1f 2.53' EXTERIOR '— 4.1T STR8(FRAME WHERE (USE S CLUSTER ANCHORS ARE REQUIRED, .Cr) ASTRAGAL OR INTERLOCK SPLICE LOCATION CEN ERLIN =�IF NEEDED I 1 r- 4•.�� 7 2.53" : EXTERIOR YTRAQFRWE NSE w*ERE S CLUSTER ANCHORS ARE REWIRED. -Cr) 4.1 ASTRAGAL OR INTERLOCK, CENTERLINE 4.1 (FON SPLICE CONDITION, 00 NOT USE THIS DETAIL, SEE NOTE 3) r- 3.31'1 ASTRAGAL OR INTERLOCK— R SPLICE LOGATKN CENTERLINE I IF NEEDED 1.68' — 3.31' 1 _.1 2.53' ASTRAGAL OR INTERLOCK—CE LOCATION CENTERLINE IF NEEDED 2" 4.1T ti EXTERIOR 4.1T 2 -TRACK ---- (USE WHERE B CLUSTER ANCHORS ARE REQUIRED, 'Cr) ASTRAGAL OR INTERLOCK—N, SPLICE LOCATION CENTERLINE' If NEEDED 4• EXTERIOR ] TFRAME NSE WHERE S CLUSTER ANCHORS ARE 00001000, Cr) ASTRAGAL OR INTERLOCKSPLICE LOCATION CENTERLINE r IF NEEDED 2.53" EXTERIOR ATTACK FRAME v NSE INHERE N CLUSTER AACHORS ARE REWIRED, "Cr) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMIM,I ALLOWED. 2) SILL SHOWN, HEAD SIMILAR 3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, USE THE NEXT HIGHER CLUSTER QUANTITY. 84 2.53" EXTERIOR - 4.iT 4-TRAFRAME (USE00 R A CLUSTER ANCHORS ARE ARE REWIRED, 'Cr) EXTERIOR L+— 3.3r 2 -TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED...C101 ASTRAGAL OR INTERLOCK.— CENTERLINE 3.31• --1 (FOR SPLCE CONDITION. DO NOT USE TMS 0ETAIL, SEE NOTE ]) — 2.53" 0 EXTERIOR 3 -TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED 'GIT) r (FOR SPLICE ASTRAGAL OR CONDITION, DO NOT NTERL000 USE PNS DETAIL CENTERLINE I 000 503-E J) o r o 3.31" 2.53' EXTERIOR *.TRACK FRAME V (USE MERE 10 C ASTER ANCHORS ANE REOTARED. -C70') 4.iT 3" ASTRAGAL OR NTERLOCK'—L..SPLICE LOCATION CENTERLINE IF NEEDED 3.31• r-- 2.53' r N 0 0 t oT • • q A\e ;/ \4.17"" EXTERIOR 5.TRACKFRAME (USE WHERE 10 OR 12 CLUSTER ANCI1RS ARE REWIRED. 'CI 21 • ASTRAGAL OR INTERLOCK •••[...3711C0 LOCATION CENTERLINE F NEEDED �-� 1 --- 3.3r 2.53 EXTERIOR 4.1 (I 4-TRACKFRANE v (USE WHERETO OR 12 CLUSTER ANCHORS ARE REQUIRED, 'C121 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 Fi ALUMINUM SLIDING GLASS DOOR NOA (LM) � 10/05/15 d ANCHOR LAYOUT d;, J ROSOWSKI afal 4! 1 SGD-780 NTS 130F18 f KXRFS 14RTAM TOTE '0.LOVIW I INTEROO•NTRAGAL NACKIRLDEAIIONS HDa1LSiIl Jamb 8 P -hook 4+4 MODIICA' REVISED N.fITM.(IN 05 PUNY Y Mi•N C.4• ALNNe•re No !- FZ! . D ELfwe•1Ne Date n2 2 1 1 N�'lNi 1 SfN••l MD -780.0 $', A 4Tr• A. LYNN MILER PE. P.0 $ S8705 • • • • • • • • • • •••• ••• • •• • •••• • • • • • • • • • • • •• •• • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • •• • • • • • • • •• • • • • HEAD/SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 2.53' 5.11' 2.53' — 3.31" EXTERIOR 3.31' 90- CORNER, 2 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' G') .r.r.i.v 90• CORDER 2 -TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REWIRED. •QC) EXTERIOR '1"ry 2.53' rr.r•r ry 3.31 90• CORNER, 4 -TRACK (USE WHERE 4 OR 6 CLUSTER ANCHORS ARE REQUIRED. • CC TERIOR 3,31EXTERIOR `rt. 90- CORNER. 3 -TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. • CJ EXTERIOR 90• CORNER. 4.TRACK (USE WHERE D CLUSTER ANCHORS ARE REQUIRED, • CB') 2.53' 17' 3.3 B0• CORNER, 2 -TRACK (SE WHERE R CLUSTER ANCHORS ARE RECLINED. • u) EXTERIOR 2.53' rr-r.ry 4.17' 3.31' EXTERIOR 90. CORNER, 3 -TRACK (ISE WHERE 8 CLUSTER ANCHORS ARE REQUIRED. • C8') 'r1"3-111 90• CORNER 1 -TRACK (USE WHERETO CLUSTER ANCHORS ARE REQUIRED, • QQj3) 90• CORNER 2 -TRACK (ISE WHERE IC CLUSTER ANCHORS ARE REWIRED.' CIO"( r•rry 90. CORNER. S TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REWIRED, • C10-) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR INSIDE ANO OUTSIDE CORNER CONFIGURATIONS, 3) SILL SHOWN, HEAD SIMILAR. mums PERO. TO WIC EaInWIMl VP COMER ARCHON LOC. DOM. 110841218 Jamb (C�E1 P400 01 4+4 MOTIVE F REVISED •d"MTwt wig& Ir FfeAy I1.N9IAE (Skm A4..FNlmDor cI -at la kn..�DwN Prow C.•.1 A. LYNN MILLER. RE. R.E 9 58206 CI CERT. OF RUTH. 820286 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 Ii ALUMINUM SLIDING GLASS DOOR NOA (LM) 1FANCHOR LAYOUT 8$i J ROSOWSKI .f 10 A 10/05/15 SGD-780 NTS 140F 18 4, • • MD -780.0 A • • • • • •• • • • • •••• ••• • • • •• • •• • • • •••• • • • • • • •••• • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • P -HOOK ANCHORS LAYOUT HEAD/SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FOR ALL DOORS: NOTES. 1) SEE TABLES 1-3 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P -HOOK. FA:URE P651NNS mTH+rCs Ma AQLKI JAW (RHDORI NICHOR t00A nae. 1. Head/SU) C4+1 Jamb P-hwd 8 CP 4.1r 2.53' 3.31' 1151 CORNER, 2 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, • C4•) f. TER108 2.53' 4 RSL;, i �_- EXTERIOR asp 31 3.31" 41 _srarr�r 113• CORNER, 2 -TRACK (LSE WHERE 8 CLUSTER ANCHORS ARE REQUIRED. • Cr) 135• CORNER 3 -TRACK (USE WHERE 4 OR 8 CLUSTER ANCHORS ARE REQUIRED, • Cr) 135. CORNER, 3 -TRACK IJSE WHERE 8 CLUSTER ANCHORS ARE REQUIRED. •CC) 4' EXTERIOR 5357 CORNER 2 -TRACT( (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, • CST) 135. CORNER, 3 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, • CIO J 115• CORNER 4 -TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, • C4•) wNN FOLLOWING CORNER ANCHOR LDCATIORE 110 Head/SS) 1 Jamb 8 P -ho it 4+4 1351 CORNER 4 -TRACK (USE WHERE OR a CLUSTER ANCHORS ARE REQUIRED • Cr) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS. 3) SILL SHOWN, HEAD SIMILAR. 1154 CORNER 4 -TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED. • C101 135• CORNER, 2 -TRACK ((SE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, • C1I0 PRODUCT REVIEEL ...PM.' .33* 41 TUN & Man 45.414i AnylRRn N.02 7/d Ev.MR re 7 I,L� ON J 014,:iA4+PORr41 A. LYNN MILLER P.E. PEI 58705 J CERT. OF AUTH.329296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 8 ALUMINUM SLIDING GLASS DOOR NOA (LM) a' 10/05/15 ANCHOR LAYOUT 141 J ROSOWSKI Aa A SGD-780 NTS 15 OF18T4 i1 MD -780.0 I4 •••• A • • • • •••• • • • •• • ••• • • • •• • • • • •••• • • • • • • •• • • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • •••• ••• • • • •• ••• • • • •••• • • • • • • • ••• • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PANEL TYPES „ANGLE., IM� GUT SINGLE DOUBLE IN 1 1—� ( Irr—�' RXED —�STILE LOCKSTILE WI HANDLC) ((ny/�T ASTRAGAL ASTRAGAL BOX IN WIH ASTRAGAL T ASTRAGAL BOX OUT W! INSIDE 90• ASTRAGAL RECEVER WIRECEIVER OUTSDE 90' ASTRAGAL -�Ci OUTSIDE 90' ASTRAGAL RECEIVER Wl) INSIDE 90` CORNER LOCKSTILE W OUTSIDE 90' CORNER LOCKSTILE W E OUTSIDE 1315 ASTRAGAL RECOVER -1=2, INSIDE IAS' ASTRAGAL -,1 OUTSIDE 135 ASTRAGAL RECEIVER NODE 135' ASTRAGAL RECEIVER NI HANDLE SINGLE E,.- E F I PP K L L TA TC TR TQ TV TW KOUT SINGLE INTERLOC�- N B 1 P A C mar C ROldn) SA SC IC SQ SV SW DOABLE 11::p— INTERLOCK I YR GR STILE i— RR R Y S MTM S MXaJO FD FC FV FW LOCKSTKE w, HANDLE D M G J W J VV ASTRAGAL BOX IN T PANEL NOTES: 'ax., pox M_ LEFT INTERIOR RIGHT 1. SEE DP/ANCHOR TABLES 1-3, SHEETS 7-8 FOR PANEL SIZES 8 DESIGN PRESSURE. ASTRAGAL •! BOX N PANEL ��—py—u • PANEL — -.1., "' W/HANDLE • HR1M �, EXTERIOR j 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND STILE STILE ASTRBOXOUTAGA T I1°fO1"1 / V M< L ARE NOT AVAILABLE. PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". APPLICABLE STILEIASTRAGAL REQUIREMENTS. - ----- BOX OUT -am. W/MANGLE •\ LR AIt0Ii) WR Par�R) "S 90' AST.RECEIVER RECEIVER W/ HANDLE AT AS DF !SN( SILK:ONE ABY OTHERS ^+�>nuG rR{:vISEp rMn+aL RN OWN OUTSIDE ao' ASTRAGAL �'CF RECEIVER _`':-�WIASHER / \ / �\ na #8 X 1' PH SMS, •\` / ` 3 SHOWN: A�'w.... N.�o E'N""I'+ •+I* o Tat i 17 IS °�REECEIVER yam. CT /�O 1 -TRACK userscREws a . ,-,, •wvnHunl.E , �� 1 I FOR2-TRACK/� N1O0K8SW �E RT wrMANGLE CI\ t\ 1FRAMES ,',,ff# %/ ti,r �I 1.,;(1 8 % 4 SCREWS FOR / 4 -TRACK FRAMES ou(.�SCORNER TILE QT W/ MANGLE QS \N.\ j LAGBOLT ` OUTSIDE135VF PANEL CORNER DETAIL FRAME CORNER DETAIL ASTRAGAL RECEIVER SHOWN WITHOUT STILE COVER 3 -TRACK FRAME SHOWN INSIDE 135• TD,, WF - ECEI RECEIVER WTSIDEI3S'AST / '1_ (�L ^' —1 ig ALUMINUM SLIDING GLASS DOOR NOA (LM) la. 10/05/15 RECEIVER ' j VT ro HANaLE VS L "� I i PANEL TYPES 1: J ROSOWSKI - , 1- INSIDE 135 AST. / RECEIVER \�_____I; WI HA*OLE " WT WS \• CERT. OF ALRH. 29296 ! 3 lad. ,, 1070 TECHNOLOGY DRIVE Ea .. N. VENICE, FL 34275 (941 }d80-1600 SGD-780 1!, NTS t 180F 18 I Q MD -780.0 li i! A , ALYRRE REIT0NN SU 503DS 8 • • • • • • • • • •••• ••• • • • •• ••• • • • •••• • • • • • • • ••• • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Lam" .186 - 1.938 .074 - (72)TOPBOTTOM RAIL - 4 1/2 - Lr 1.938 9000 00 F 23 TALL BOTTOM RAIL -9' 1 -.- 2.380 �. 2. 380 �►- 1 �� '�7 ~ I .L�.� 1.938 r-- 1.081 11 2 324 2 702 1.172 �-,_��- .075 1- - .101 .101 I T`-.075 i- i - STILE INTERLOCK DOUBLE INTERLOCK G SNAP RAIL Z�ADAPTER 25 ADAPTER ' � ADAPTER U' ADAPTER r- .125 1.793 ASTRAGAL BACKER PLATE 1.455 L _ 374 )-• 3.063 -I (INTERLOCK REINFORCEMENT 125 1.801 r- .140 11.144 84 -TRACK SINGLE HEAD 1.405 rIFTErri 8.815 - I Et.).) 3 -TRACK SINGLE HEAD .090 1.405 420 .090 ---) 2,442 �--) �- 1.300 1.845 `J PHOOK `e9)'0' PANEL BRACKET SII 7.205 (iP-NOOK MOUNT .110 r .09D 1.495 {pI 1 928 .794 9 H ' (2 -TRACK SILL �4- 7.443 • . I �-"_ (902 -TRACK SINGLE HEAD W1 SCREEN i 090 .- .090 i_ 1 1-405 ! 1.495 ! - 6.085 6-1)2 TRACX SINGLE HEAD ------ 9.323 3 -TRACK SILL 11.853 04 -TRACK SILL ASSEMBLY NOTES: 1) SEE SHEET 4 FOR SILL RISERS ALL DIMENSIONS IN INCHES. 1 ,1 5.500 --1 r-- 1.184 yl 40 090 11.144 -� 1.084 )--- 1.084 I (71 -‘2 -TRACK JAMB �� 3 -TRACK JAMB 4 -TRACK JAMB 094 1.084 rL- 239 .306 �r .506 '� ,."_'.L. LLE .045 t 1I.---.717 - (INTERLOCK TRIM COVER (FRAME SCREW COVER 7.443 1.793 .138 1 .293 241 J L.125 1--1 a .847 ) CORNER BACKER PLATE *SILL MOUNTING STRIP 02 -TRACK JAMB WI SCREEN L=1 2.781 x- 1.816 082 f� �01 SCREEN TOP/BOTTOM -}-1 H.- 1.045 f j 1.019 1.993 1.872rail .050 .062 .062 90' CORNER Gj RECEIVER ASTRAGAL .307 '-j-11 1.605 t•-•- 3.359 24 71 - - 125.ASTRAGAL •-) 3.349 I- - -045 _I+--VCC 893 1.518;- .. - 2 099- .062 901 r"� 135 CORNER lV RECEIVER ASTRAGAL ()MID SILL COVER SCII REEN I� TRACK ADDGN 4 I-- .782 912 .125 I -782 t� `- .857 1� {•- 290 •-- . /L .80 .0`�0 .850 Ft .850 .040 -4-.912 .926 S� } - .045 r -050 -�4-- ( .050 --1 _ 045 7/16" 9/16' i-1116' �� 7116' 9116' i-1116' /OGEE BEAD � OGEE BEAD `.-JOGEE BEAD L��SQUARE BEAD LJSQUARE BEAD ��St1UARE BEAD EXT SILL COVER 2.026 W/SCREEN 1.521 x-- .696 1 1 045 J .307 18 INT -EXT SILL COVER 102, SCREEN 103 SCREEN STILE ASTRAGAL r .425 --y 1.423 4.966 25 .062 (;) 135' CORNER '.."."LOCK ASTRAGAL 442 .926 965_ .045 (,60) INTERIOR BEAD CERT. Of AVTN 1,29296 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1800 ALUMINUM SLIDING GLASS DOOR NOA (LM) Ea 10/05/15 A!EXTRUSIONS lS J ROSOWSKI 1 SGD-780 .2 17 OF 18 IA MD -780.0 i4 II A = 1.872 1 104SCREEN INTERLOCK IRONIC f REVISED dfM.11h tie R.Y. Y1,tl1q C. . AttgM1.[.(y /4 -,,(., tapir Wee 0.yrc 1-T7 atyELwi• c-10.05 S1 A. LYNN MILLER. P.E. P.E 1,54705 • • • • •••• • • • •• • ••• • • • •• • • •••• • • • • •••• • •1 • • • • • • •• •• •• • • • • • • • • • • • • 1 • • •• • ••• • • • • • • • • • • • •• • • • • TABLE D: 9 Part 9 Oeecrladen Material 1 8134 2 -Track Jettb 6063 T6 Al 2 8135 2 -Track Jamb with Screen Rail 6063 T6 Al 3 8133 3 -Track Jamb 6063 T6 Al 4 8132 4 -Track Jamb 6063 76 AI 5 8118 2 -Track S91 6063 T6 Al 6 8116 3 -Track S9 6063 T6 Al 7 8120 4 -Track Sill 6063 T6 Al 6 8127A 2 -Track Head 6063 T6 AI 9 8128A 2 -Track Read with Semen Rail 606316 Al 10 8124 3 -Track Head 6063 T6 AI 11 8121 4 -Track Head 6063 76 AI 12 8140 S91 Riser - 15/8' 606316 Al 13 8138 Sig Riser- 2-3/4" 6063 T6 Al 14 8138 SO Riser -3.1/2" 606316 Al 15 8137 S91 Riser • 41/7 6063 T6 Al 16 8182 Sill Riser - 5-1/4' 6063 76 AI 17 8119A Ext Sell Coves with Screen Rail 606316 Al 18 8117 kV -Ext. Sib Cows 6063 76 Al 19 8115 Mid -Sill Cover 6063 T6 Al 20 8183 SM Mounting Strip/Anchor Plate 6063 T6 Al 21 8012 Pan Stile 6063 T6 Al 22 8014C ToplBonom Rail 6063 T6 At 23 8013C 9" Tell Bottom Rail 6063 T8 Al 24 8104 SI4e Adaptor 6063 T6 AI 25 8102 Merlock Adaptor (Single) 6063 TB Al 26 8101 Interlock Adaptor (Double) 6063 T8 Al 27 8103 Top Snap Rail Adaptor 6063 76 AI 28 8105 Astragal Backup Plate 6063 T6 Al 29 8192 ' Interlock Reinforcement 6105 1.5 AI 30 6200 Menock Screw Cowrwith Telot 6063 MAI 31 8136 Fresno Screw Corer 6063 T6 AI 32 8107C Astragal 6063 T6 Al 33 8110 90- Caner Lock Astragal 6063 76 AI 34 8111 90' Conor Astragal Recekar 6063 T6 Al 35 8204 135' Corner Astragal 6063 T8 Al 38 8205 135' Passie Comer Mount 6063 TB Al 37 8112 90' Comer Astragal Backup Plate 6063 T6 Al 38 8108 Pock. Door P -Hook 606316 Al 39 8109 Pocket Doo P -Hoo, Mount 6063 T6 Al 40 8141 Screen Frame Addon (Sill) 606316 Al 41 8142A Screen Frame Add -cc (Head) 6063 T6 Al 42 81436 Screen Track Addon 6063 TB Al NOTES 11 rTEMS 003, 08.49.56-59.76-79, 67 6101-109 ARE NOT 0510 AND ARE NOT PART OF THIS APPROVAL. TABLE D, CONTINUED Bill of Material 9 Part# Desatp8on Material 44 61P248 Vinyl Bulb Weatherstrip a Merlock Flex PVC 45 67P247 Vinyl Bulb Weatherstrip B Parook Flex PVC 46 1644 .187" X.270" Weatherstrip SS 47 1673 .507 Door Seal Steel 50 5116' X2" Lapbdt SS 51 8197 La9bo11 Washer SS 52 8153 Tandem Roller Assembly SS 53 8153 Tandem Roller Assembly Nylon 54 1032X1FPFX 810" X 1-1? Ph. PH. SMS 0 Roller SS 55 8052 Roller A4. Fide Plug PVC 60 8022 Interior Bead 6063 T5 Al 81 8150 7/16' OG Bead 6063 T5 AI 62 8145 9/16. OG Bean 6063 15 Al 63 8146 1-1116" OG Bead 8063 T5 AI 64 8150 7/16' Square Bead 6063 T5 AI 65 8148 VW Square Bead 6063 75 Al 66 8149 1-1/16" Square Bead 60631561 67 61P247 Vinyl 0tezirg Bulb SS 68 1643 Foam -1110d Glazing Bulb (7/16' glazing only) Steel 69 653 Dow 899, 995 07 k 701110laze Glazing Silicone Silicone 70 1725 Setting Block. 117 X4" X 1/16% 854/-5duro. EPOM 71 1728 Setting Block. 1" X4' X 1/16' (IG), 85 1/- 5 drso. EPDM 80 710X34PPSDAX 610 X 3/4" Ph. PH. SMS © P 9906 SS 82 710X58PPTX 66 X 5/e" Ph. PH. SMS © Me ock SS 83 710X115PPX 610 X 1.1/7 Ph. PH. SMS 0 Astragal 5S 84 1155 98 X 1' PH. Cued. SMS •I Main tame SS 85 72087K Jamb Bumper 86 78238PPAX 96 X.375" Ph. PH. SMS SS 87 4385 4 Hole Bumper Stop 88 78,108PP1X 88 X 3/8" PR PH. SMS Steel 89 8193 "Cr Panel Bracket - 17 long 90 910 X3/4" Ph. PH. SMS 0 Fixed "Cr Brack. to Stile SS 91 98 X 3/4" Ph. 11-1. SMS O Fixed '0" Brack. to Frame SS TABLE D. CONTINUED: Bill of Material 6 Part, Description Material 92 Vanes Handle Kd Cast 5nc 93 8185X Gemini Mortice Lock w/Lon9 Trim Plate SS 94 8184X Gemini Mortice Lock 9/Pocket Trim Plate SS 95 610-32 X 1" Ph. Ftl MS Steel 96 010-32 U-Nul Steel 97 1" Mortice Keeper, 135' Caner 8 Straight SS 98 8187X 3/4" Mortice Keeper, 90' Coma SS 99 910 X 1-1/7 Ph. PH. SMS 0 Keeper SS 100 1032X1FPFX 10-32 X 1' Ph. FH. MS 5S 110 4317 Screen Top Rail 6063 T6 Al 111 4318 Screen Bottom Rail 606316 AI 112 4319 Screen Side Ra9/Locksdle 6063 T6 AI 113 8152 Screen Melock Adapter 8063 T6 Al 114 4344 Screen Astragal - 606316 AI 115 7SPAZ Roller Nylon 118 7SPAX Roller SS 117 114' X 1" MS O Top Rai SS 118 1/4' X 1-1/7 MSO Batton Rail SS 119 Screen Locks. Steel 120 653 Screen Lock Keeper Steel 121 1179 910 X3/4" PR PH. SMS fa Keeps SS 122 1793 .270" X.150" Weatherstrip 123 1692 Screen Spline -.165" Vinyl 124 Screen Cloth Fibeglase CERT. OF MITE. 939290 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)480-1000 ALUMINUM SLIDING GLASS DOOR NOA (LM) A 10/05/15 1 PARTS LIST a1 I J ROSOWSKI 1 500-78.0 l NTS11 'Fa Ca 18 OF 18 [14l MD -780.0 fifl 00(10141 waled Abd{ N4 dor 1.9999 Ar...1r14ti Ne 0 Exrkwke Doh 11 Ad gale "dotC+asl A LYNN MUER, P.E. 0.E.618705 • • • • • •• • • • •••• ••• • • • •• • • • • • •••• • • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • •