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WS-18-142
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 9020 NE 8 Avenue Number: 11 Miami Shores, FL 33138- Permit Permit NO. WS -1-18-142 Permit. Type: Windows/Shutters Class tication: Window/Door Replacem Pewit Status: APPROVED Issue Date: 1/26/2018 Expiration: 07/25/2018 Parcel Number 1132060420090 Block: Lot: Applicant ANA TIKVESLI Owner Information Address Phone CeII ANA.TIKVESLI 9020 NE 8 Avenue MIAMI SHORES FL 33138- (786)853-8272 9020 NE 8 Avenue MIAMI SHORES FL 33138- Contractor(s) THE HOME DEPOT USA INC Phone (954)336-0881 CeII Phone Valuation: Total Sq Feet: $ 13,475.00 ,0 Type of Work: WINDOW & DOOR REPLACEMENT No of Openings: 4 Additional Info: WINDOW & DOOR REPLACEMENT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $8.40 $2.10 $2.00 $2.80 $140.00 $80.00 $9.00 $11.20 Total: $255.50 Pay Date Pay Type Invoice # WS -1-18-66168 01/18/2018 Check #: 15221 01/26/2018 Check #: 15275 Amt Paid Amt Due $ 50.00 $ 205.50 $ 205.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final 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 AFFIDAVIT: I certi that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction - . zoning. ut = . -, : uthorize the above-named contractor to do the work stated. Au 'oriz-d Signature: Owner / Applicant / Contractor / Agent Building Department Copy ,January 26, 2018 Date January 26, 2018 1 f^ iv( LiF5 Miami Shores Village ti� Building Department J 18 2018 BUILDING PERMIT APPLICATION 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 V. FBC 20116`' Master Permit No. 1 J t8 -14Z. Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9020 NE 8 AVE #1-I City: Miami Shores County: Miami Dade 3313i? Folio/Parcel#:11-3206-042-0090 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Phone#:h/gb SSS} o't' OWNER: Name (Fee Simple Titleholder): ANA TIKVESLI Address: 9020 NE 8 AVE #1-I City: MIAMI SHORESState: FL zip: 33138 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: THE HOME DEPOT USA INC Address: 2455 PACES FERRY RD C-11 Phone#: 954-336-0881 City: ATLANTA State: GA zip: 30339 Qualifier Name: RAQUEL SWANER Phone#: State Certification or Registration #: CGC-1514813 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 13, (4/5- Square/Linear Footage of Work: l..aia Type of Work: ❑ Addition ❑■ Alteration Description of Work: ttl'+>n�-� ❑ New ❑ Repair/Replace ❑ Demolition gio Specify color of color thru tile: / Submittal Fee $ SO Pa'k d Permit Fee $ t 7 6 • co.. CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ I Structural Reviews $ 9C.)• CA Bond $ • TOTAL FEE NOW DUE $ 20S'• 5 o I�-clo S���k, (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. A a certified copy of the recorded notice of commencement must be posted at the job site for, the first inspection which occurs se -n (7) days after the building permit is issued. In the absence • such posted notice, the inspection will not be approved and a -inspection fee will be charged. Signature 0: NER or AGENT r-- �^— Signatu CONT -ACTOR The foregoing instrument was acknowledged before me this The forego' 1tnstrument was acknowledged before me this l b day of MOS , 20 11- , by Vo day of 1.A Cg - R2 V , 20 _ IQ(IQ,4G SAT( m w o is personally known to 4o1�t Sw4Aner me or who has pr• duced } identification an 1who did take an oath. NOTARY.PUBLIC Sign: Print: Seal: as ��.� p�.MARIUSKA MORALES N Commission # FF 220108 .4/ My Comm. Expires Apr 13, 2019 i° 'AotOlArgtoMailA4WWW* .,A ��L i �� � y V�ptllltltll�w l • _. (Revised02/24/2014) me or who has produced identification and wh NOTARY PUBLIC: Sign: Print: Seal: by did take an oath. as ********** Plans Examine 401,",,', MARIUSKA MORALES *l: Notary Public - State o1.Florida My Comm. Eitpires Apr 13, 2019 '4.4f�� Bondedthratp)NatlalaiNotaryAWL Structural Review ************** Zoning Clerk LIMITED POWER OF ATTORNEY BE IT KNOWN, that (\flO� Ne Sl t ("Principal") has made and appointed, and by these presents does make and appoint Home Depot USA and/or its agent R•Pc\f1,'cG\ ScAcolvm true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: 111111111111111111111111111 II I I I l I I I I I II I I I II C FN 201780659658 OR BK 7,076 P3 2521 (1P3s) REC0R0FD11/29/72017 2 HARVEY `'UVIN, CLERK OF COURT rIIANI—CAGE COUNTY FLORIDA To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit for ho improvements on behalf of the homeowner(s) n • -'� 1 e SIi and for the property located at: • .. 1 n►#) t l Mr...r(L.,g- .( 1 giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 6 day of ,20j2. Signed, sealed and delivered in the presence of: nNn P2 — ivSi;S( . Witness Principal STATE OF F ORIOA, COU TY OF DADE 1 HERE "Y r TIC .`1 atth' ong' ,, din this off a on__ WITNESS my hand and Official HARVEY RUV1N, CLERK Witness STATE OF F • ) COUNTY OF t4F-:: ) TRINGER #172204 I, CA-CC/Q.e1Notary Public in an• or the State of Florida, do hereby certify that atwo=t 1I VGSL( , who is either ( ) personally known to me, or (twho provided FL . n • L . as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this this (42 day of OC* ,201'7 . M commission expires:.. e ?o wis MELANIE PROCACCINI E Notary p, g1 State of Florida .,, My Comir: Expires Jun 17, 2018 i�FOF F,,,,, Commission # FF 133640 4-21-2017 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). edgeme EiilV 446.07/.; tfrCir '" rner7, ignaftire Date Print Name \Setiee/v/ve-te. ioLioniO "r\Vkirst 12/5/2017 Property Search Application - Miami -Dade County FIFIIC PERTY Summary Report Property Information Folio: 11-3206-042-0090 Property Address: 9020 NE 8 AVE UNIT: 1-1 Miami Shores, FL 33138-3200 Owner ANA TIKVESLI Mailing' Address 9020 NE 8 AVE #1-I MIAMI, FL 33138-3253 PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 0 /0 /0 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 1,024 Sq.Ft Adjusted Area 1,024 Sq.Ft Lot Size 0 Sq.Ft Year Built 1973 Assessment Information Year 2017 2016 2015 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $116,886 $116,886 $106,260 Assessed Value $116,886 $58,385 $57,980 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $33,385 $58,501 $48,280 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $8,385 $7,980 Note: Not all benefits are applicable to all Taxable Values (i e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES CONDO UNIT 1-I 1ST FL UNDIV 1.89189% COMM ELEMENTS OFF REC 8414-676 OR 19394-3691 11 2000 1 A SE Generated On : 12/5/2017 Taxable Value Information Previous Sale 2017 2016 2015 County Exemption Value $0 $33,385 $32,980 Taxable Value $116,886 $25,000 $25,000 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $116,886 $33,385 $32,980 City Exemption Value $0 $33,385 $32,980 Taxable Value $116,886 $25,000 $25,000 Regional Exemption Value $0 $33,385 $32,980 Taxable Value $116,886 $25,000 $25,000 Sales Information Previous Sale Price Price OR Pa e Book - 9 Description 06/01/2003 $76,000 21348- Sales which are qualified 0286 11/01/2000 $52,500 19394- Sales which are qualified 3691 04/01/1998 $39,000 18074- Sales which are qualified 1874 06/01/1994 $0 16402- Sales which are disqualified as a result of 2825 examination of the deed 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: MIAMI SHORES CONDOMINIUM ASSOCIATION Approval Letter December 11, 2017 To whom it may concern: Hereby certifies that The Home Depot At Home Services has been approved to install new window, hinge door and sliding glass door at Miami Shores Condominium Association, 9020 Ne 8 Ave unit 11 Miami Shores FL 33138. The scope of work includes the installation of 1 impact bronze aluminum windows with clear Low E Glass, 2 impact bronze sliding glass doors and 1 white color hinge door. Authorized Signat Miami Shores Condominium Assoc. Michael Lynch President D e •.•• . • .... • • • •••• • • .... • . .. .• • • • •• • • • •• • • . . • •. . • • . ..• . . •• • • • 12/5/2017 Detail by Entity Name Delpa tamlof State / Division of Corporations / Search Records / Deta l8 .._Dncunir; r I Pv?a tf3er / Detail by Entity Name Florida Not For Profit Corporation MIAMI SHORES CONDOMINIUM ASSOCIATION INC Filing Information Document Number 725521 FEI/EIN Number 59-1484538 Date Filed 02/12/1973 State FL Status ACTIVE Principal Address 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 Changed: 04/21/2010 Mailing Address 1234 Washington Ave SUITE 305 MIAMI BEACH, FL 33139 Changed: 04/20/2017 Registered Agent Name & Address TUCKER AND TIGHE P.A. 800 EAST BROWARD BLVD. #710 CUMBERLAND BLVD. FT LAUDERDALE, FL 33301 Name Changed: 01/09/2012 Address Changed: 01/09/2012 Officer/Director Detail Name & Address Title Treasurer Dean, Michael 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 .••. •• • • •••• • • • • •• • • • •••• • • •••• • • •• •• •••••• • • • • • • • • • • •. • •••••• • • •• • • • • •• • r• • •.•••• • •. • • • • .• • • • • ••.••• • • • • .•• • • • • Title President http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype=EntityNam a&di rectionType=Initial&searchN ameOrder= M IAM ISH OR ESC.. 1/3 12/5/2017 Detail by Entity Name • • • • • . • •...I. • • • • • • • • • Document Images • • • • • • •. • ••• 0412011.14..ANUAL REPORT 04/07/2016 -- ANNUAL REPORT Lynch, MICHAEL 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 Title SEC RAMIREZ, HAYDEE 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 Title DIR MYERS, KATHLEEN 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 Title VP Fickett, Daniel 9020 N E 8 Ave Miami Shores, FL 33138 Title Director Jones, Loretta 9020 N E 8 Ave Miami Shores, FL 33138 Title Director Mims, Victor 9022 NE 8 AVE Miami Shores, FL 33138 • . •..• • . Annual 444:Its • • • 'Report Year • eGI.Date 2015 1 .0124/2015 • •... 2016.• •..• •Q4/0712016 2017 • • 04/30/2017 • View image in PDF format View image in PDF format 02/24/2015 — ANNUAL REPORT ............. 04/28/2014 -- ANNUAL REPORT 04/30/2013 -- ANNUAL REPORT: View image in PDF format View image in PDF format View image in PDF format 01/09/2012 -- ANNUAL REPORT; View image in PDF format 03/24/2011 -- ANNUAL REPORT' View image in PDF format 04/21/2010 — ANNUAL REPORT View image in PDF format http://search.sunbiz.org/Inquiry/C orporati onSearch/SearchResultD etai l?i nqui rytype= Enti tyN am a&di recti onType=Initial &searchN am eOrder= M IAM ISH OR ESC.. 2/3 12/6/2017 Detail by Entity Name I* 'Lynch, MICHAEL 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 ,Title SEC RAMIREZ, HAYDEE 19020 NE 8TH AVENUE MIAMI SHORES. FL 33138 Title DIR MYERS, KATHLEEN 9020 NE 8TH AVENUE MIAMI SHORES, FL 33138 Title VP Fickett, Daniel 9020 N E 8 Ave Miami Shores, FL 33138 Title Director Jones, Loretta 9020 N E 8 Ave Miami Shores, FL 33138 Title Director Mims, Victor 9022 NE 8 AVE Miami Shores, FL 33138 Annual._I2eports. 1 Report Year Filed Date 2015 02/24/2015 2016 04/07/2016 2017 04/20/2017 Document Images 1 04'20 2017 — a vNt A it PORT "€ € iage i.l PDformat 0407;2016 .... ANNUAL REPORT Vi w:€3 at, ,1 In PDF foriniiii 02/24/2015 -- ANNUAL REPORT c4 30/2asta..--.ANNIJAk::._RE,PC iRT. 01/09/2012 --ANNUAL REPORT 03/24/2011 -- ANNUAL REPORT 04/2.P2010,.-.-_ANNEALR EPc}£2T View image i' .` p"k1,jO in PDF Tonna mage in PDF t ari a ra'=Ai • • • • • .• • • •••• • • •••• • • •• •• • • • • • • • • • . •• • ••. • • •••• • • • • • • •• • • • • •• • • • • • • • • ' 1 • • • • • •• • • • • •• • • http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&"irectionType=initial&sears NameOrdee=MIAMISH0... 2/3 12/5/2017 Um/U//ZULU -- /ANNUAL KLVUN 1 04/23/2009 -- ANNUAL REPORT 02/14/2008 -- ANNUAL REPORT 05/04/2007 -- ANNUAL REPORT 04/28/2006 -- ANNUAL REPORT 04/29/2005 -- ANNUAL REPORT View image in Fur formai View image in PDF format View image in PDF fonnat View image in PDF format View image in PDF format View image in PDF format 04/27/2004 — ANNUAL REPORT 04/02/2003 -- ANNUAL REPORT. • 05/21/2002 -- ANNUAL REPORT' 04/23/2002 -- ANNUAL REPORT 03/15/2001 --ANNUAL REPORT 08/22/2000 -- ANNUAL REPORT 06/09//1999 -- ANNUAL REPORT. 08/05/1998 -- ANNUAL REPORT: 06/16/1997 -- ANNUAL REPORT 04/12/1996 — ANNUAL REPORT 05/01/1995 -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF fonnat View image in PDF fonnat View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Detail by Entity Name • • • • • •• • • • • • • •• •• • • • • • • • • • • •• • ••• • • • •••• • • • • • • • •• • • • • •• • • • • • •• • • • • •• • •• • • • • • • • • • • • http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?i nqui rytype= EntityN ame&directionType= Initial&searchN am eOrder=M IAM ISH OR ESC... 3/3 1PT ENGCO,Inc. Engineering Services - CA 8116 3405 NW 9th Ave - Fort Lauderdale, FL - 33309 Job: Tikvesli Residence REF.#: 17-690 Contractor RRP Construction i Date: 10/27/2017 I 1791 Blount Road unit 907 Pompano Beach - Florida - 33069 1 Tel: (754) 307-1319 Fax: (754) 205-6846 Email: Engco@AOL.com 9020 NE 8th Ave #1 L - Miami Shores, FL - Design by: PEDRO DE FIGUEIREDO, PE 52609 Sheet I Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 26-30) Florida Building Code 2014 Mean Roof Height: (MRH) 27 Feet Low Rise: Buildings with MRH<= 60' and MHR <= B Cladding Elevation 27 Feet zone 4 Minimum Width: (B) 76 Feet 41.5 -55.3 Roof Slope Roof Slope <= 10 degrees Roof Slope Reduction Factor 0.90 •••• • • • •• • ` Basic Wind Speed t 175 Imph Use Figure 26.5-1A or FBC 2014 • • • • • • . • Risk Category: II • •r 1 •••••• • ., • Exposure C a •Zg •••� • (Section 26.7) 9.5 900 •••• • • • • • Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands • • • • •• } • 1 • �:i • • • Building Type Enclosed • • (Fully and Partially Enclosed - Section 26.10) • • • • • • • • •••••. • • • • • • •,_._.*• Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 •• • • • • KZ - Table 30.3.1 0.96 Kh - Table 30.3.1 0.96 r Kzt -Section 26.8 1.00 To be used when hill height H >= 15' ! Velocity Pressure (qz) 64.02 Psf Velocity Pressure (qh) 64.02 Psf qz=0.00256. Kz . Kzt . Kd . V^2 qh=0.00256. Kh . Kzt . Kd . VA2 Section 30.3.1 Section 30.3.1 Tributary Area 10 ft2 GCpi ( Int. Pressure) 0.18 -0.18 GCp ( Ext. Pressure) zone 4 (+) 0.90 Figure 30.4-1 (walls) zone 5 (+) 0.90 Table 26.11-1 zone 4 (-) -0.99 zone 5. (-) -1.26 Wind load Psf positive Psf negative Psf r Zone 5 for units located less than 92" from building comers Wind load combination factor 0.6 0.6 zone 4 41.5 -44.9 zone 5 41.5 -55.3 End zone (a) 92 INCHES %=:fir: •Ptl i= 1, C `!'7, �> e"�: ' -. t. { , ``- ti . .. Nu 'I = t " '. . t - ,_..10127/2Q17 :� '. PEDRO DE FIGUEIREDO -PE 52609 �r � . 1111:57: VAkdD;WITHOt)T: EAL Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Nr• �.1„ I,tt''i M IAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: , This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County 'and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product 'Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke 'this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida building j e, includingthe Hi h Veloci Hurricane Zone. • • • 'DESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. • f" • • rawmg o. MD -5570.0, fitled "Vinyl Sliding Glass Door•IJQA(LM)", sheits 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/1•7signed add SeAd by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp stiti the Noti;e of• • !Acceptance number and expiration date by.the Miami -Dade County Product Control Sectibtt. ' • ..'• 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.eov/economy . . • • • . . . • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••• •• •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ciO,ostate anci s&les 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. 1 ,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 #15-1210.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • MIAMI•DADE COUNTY APPROVED di 7 NOA No. 17-0420.06 ExpirLtlon Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 • PGT Industries, Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED { 1 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD -5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lyrm Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 . • along with marked -up drawings and installation diagram of vinyl sliding giaas door, prepared by . Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/1S,Viped and .sotsd by • Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) , . . 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94• 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) - --� E -1 orge M. Plasencia, P.E. Proddct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15. sigped ands§ialeei by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) '• •• •• • 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94: • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94::::• •• along with marked -up drawings and installation diagram of vinyl sliding glass door, prg• paied by • • Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru '22), crated. • 11/19/10, signed and sealed by Jorge A. Causo, P. E. •• • • •• • ((Submitted under NOA No. 11-0107.04)• • • • , . 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 • . • • 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210.01) E -2 %Jorge M. Plasencia, P.E. Prod1Act Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 ,PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 'C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 ( Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Itic. for. their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterivir Extrusions for .' Windows and Doors" dated 09/15/16, expiring on 02/04/21. • ' 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration S.oJIriions USA; Inc. fot • • their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior.EXtrusiQ>isfer Windows and Doors" dated 09/15/16, expiring on 04/16/20.• •• • ' • • 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI FenestrationSolttions U9A, inc.nfor • their "White Rigid PVC Exterior Extrusions for Windows and Dogrs'tdited 08/10/17, '• expiring on 02/28/18. • . 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per AStM1-$4, ASTMDD1929. and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance with FSC -5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. E -4 •... •I • •• ••• .... .. . •• •. • • •.•. • I• . • ...• . . .. .. • • • ..,. 00 • • • • • • •• • .. •• • •• • • • . ,� Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 • • • • • • SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/135° CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER 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 FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE 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. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNFD 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 THE FBC 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, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPEN.p GO N T THE • • GLASS/REINFORCEMENT. • • • • 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND TIE NOMINAL • PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED 119 TH AVM • HEIGHT. • • • • • • • 3) CHOOSE WHICH ANCHOR GROUP (A -D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S ueb•UIFEED'DESIGN • PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN.• • • 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. --'- - - • - • •- • 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. • • • • ••• • • LEA: Group Anchor Substrate Frame Member Min. Edge Dlatence MM. Embedment A 812, steel SMS (GS) or 410 S.S. SMS (mire. 11 threads/1n)Steel, P.T. Southern Pine (SG -0.55) Head/09I/Jamb 9/18' 1-3/8' P4nok 9/16" 1-3/8' Aluminum. 6083.75" (0.125' min. thickness) Heed/S9VJamb 3/8' 1/8' P -hook 3/8' 1/8" 83 (0.060' mire. Thickness) C6" Head/S/Jamb 3/8' 0.080' P -hook 3/8' 0.080' Steal Stud. A653 Gr. 33' (0071" min. Nekoosa) Head/SlbVJamb 3/8' 0.071' (14 Ga.) P -hook 3/8' 0.071' (14 Ga.) 1/4" Elea Ultracon P.T. Southern Pine (SGa0.55) Jamb 1' • 1.3/8" Is -hook 1" 1.3/8" 1/4" Elco 410 S.S. Cralaflez P.T. Southern Pine (5000.55) H«d/SBVJamb 1" 1-3/8" P -hook 1" 1.3/8' B 012, steel wood sonny (GS) P.T. Southern Pine (5000.55) Head/SO/Jamb 9118" 13/8" P -hook 9118' 1.3/8' C • 1/4' Eke tatracon Concrete (nth. Z85 ke0 P4 ook 1" 1.3/8' Head/S5VJamb 1.3/18" 1.3/8" Unelected CMU, (ASTM C40) Jamb 1" 1-1/4' P4aok 1' 1-1/4" Lkgmuted CMU, (ASTM C•90) Jamb 1-3/4" 1-1/4' Piwok 1-314' 1-1H' 1/4' Eko 410 S.S. CrateFlez Concrete (min. 3.351041) Head/Sill/Jamb 1-3/16" 1-3/4' P -hook 1' 1-3/4" 1/4" Boo 18-8 S.S. A9gre-Gator Concrete (min. 2.221100 Heed/Sill/Jamb 1-1/2" 1-3/8' P -hook 1-1/2' 1-3/8' Unelected CMU, - (ASTM C-90) Jamb 2' 1-1/4" P -hook 2' 1-1/4' P.T. Southern Pine 58/2.0 55).. Head/SIIVJemb 1' 1-3/8' Ph9ok..__...1.318:_ 1111. 0 jj Concmk P a86 kar) Head/SW/Jamb d 2.1/2" i-3/8' 1-3/0" 1/4' Elco Maxon _�._.�__...�.�� hesk 2 1/2' Un9muted CMU, (ASTM 090) Jamb 2.112' 1.114' P -hook 2-112' 1.1/4" Concerto (mire 3.35 kai) Head/MU/Jamb 2.1/2" 1.-3/4" P -hook 2.1/2' 1.3/6" 1/4" Seo 410 S.S. CratsFNx Ungrautod CMU, (ASTM C-90) Jamb 2-1/2" 1.1/4" P4raok 2-1/2" 1-1/4" IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 GENERAL NOTES 1 EXAMPLE CONFIGS 2 INSTALL DETAILS 3-6 DP/ANCHOR TABLES 7-8 EXAMPLE 9 GLAZING DETAILS 10 ANCHOR LOCATIONS 11-16 PANEL TYPES 17 EXTRUSIONS 18 ACCESSORIES 19 SCREEN DETAILS 20 PARTS LIST 21 " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 8TH 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 5100-12 AI C3 -10 •• Material Min. F1 Min. F„ Steel Screw 92 kai 120 Ica) 410 Screw 90 ks) 110 ksi Elco Ag2re-0atot® 57 ks1 98 ksi Elea U(raConae 155 ksl 177 ksl 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksl 6063-T5 Aluminum 16 ksl 22 ksl A36 Steel 38 ksl 58 ksl Gr. 33 Steel Stud 33 kai 45 ksi • • • • • eCOPZRIGHT O 2017 70T 100081REIN 5. C. •• ALL RI•14111RESERIED 1070 TECIIINOLOGIDDR •: N. j/ENI)E, F •34:•75 • • (941)0180-11 00• • CERT. OI AUTH. 629108 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 GENERAL NOTES J ROSOWSKI UPDATED TO FBC 2017, VINYL MFG. AM 04/05/17 SGD-5570 NTS 1OF21 MD -5570.0 kg A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By Mlaml- • Product Controi- A. LYNN MILLER, P.E P.E.g 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTHmili NOM. PANEL WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH TABLES 1& 2 v PER TABLES 1& 2 MEI PER TABLES 1& 2 0 PER TABLES 1& 2 PER +�r-I 'el' MAX. UNIT © HEIGHT PER TABLES 1 & 2 + n / v 1i MAX. UNIT v % ip HEIGHT PER TABLES 1 & 2 POCKET n v .a �; + v er 1� MAX. UNIT �a v HEIGHT v PER TABLES 1 & 2 POCKET I� � © v 1 MAX. UNIT v I HEIGHT �� PER ,III TABLES 1 & 2 POCKET I. 1 L- / ,151 i v Ip IR Poc"E, t J J _. -.- . __ _. J .lY_ J 1 1 PANEL �I� 2 -PANEL 3 -PANEL CONFIGURATIONS FIGURATIONS 4 -PANEL CONFIGURATIONS v CONFIGURATIONS v CONFIGURATIONS v v MAX. UNIT WIDTH MAX. UNIT WIDTH y I NOM. PANEL WIDTH MAX. UNIT WIDTH v NOM. PANEL WIDTH PER TABLES 1 & 2 o NOM. PANEL WIDTH PER TABLES 1 & 2 v PER TABLES 1 & 2 �— -1 --- 1 UNIT PERTABLES1& ,6,4 JIEIL ���Ark v �� MAXUNIT 1; HEIGHTv PER TABLES 1& 2 POCKETl I. v MAX. UNITAAM HEIGHTMAX. vPERs ITABLES 1 &2 12 L POCKET 1J 'ft TFILSHEIGHT J CORNER TYP. 4 5 CONFIGURATIONS 6 -PANEL CONFIGURATIONS v OUTSIDE tONNERINSIDE ME0.5WLAR -PANEL v -II PRODUCT REVISED ginggwith the Florida MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH re Buloomy ode Noa-No. 17-0420.06 NOM. PANEL WIDTH v __ ` I PER TABLES 1 & 2 PER TABLES 1 & 2 Expiration Date 04/14/2021 +©��n I' M + �I nu d Prd t Control MAX. UNff PER TABLES 1 & 2 }{FY // II1 v TEF v v i NMAX. UNIT lF HEIGHT I$0 PER TABLES 1 & 2 POCXET v v v v v / v /HEIGHT / / I'' IR ',caw I W J f// 7 CONFIGURATIONS J Ala 8 -PANEL CONFIGURATIONS v -PANEL v CONFIGURATIONS NOTES: "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" i Y,LY T 3rrr'i 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHE,j�OR BOTH JAMB "O" = LOCATIONS. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, 000(4,al3'X)& r O))i(X=N "1" = • • INOPERABLE PANEL POCI{tET • • • • • NOM. PANEL WIDTH =PANEL WIDTH + 1-3116" DLO HEIGHT = DOOR HEIGHT -11 1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" ��00 �� ANON., •. • N�y� ., : Q..•' 'UCENSF ..!((� i ` • • • POCKET CONFIGURATION CAN BE OXXXp. •• • _ x : Nu g870S ; COMBINATION OF ANY 2 STRAIGHT CONFIGUFAiIENS �i - ► 0 VINYL SLIDING GLASS DOOR NOA (LM) & 10/05/15 --;13 i _ 2) 90° & 135° CORNER CONFIGURATIONS ARE A • • • • AND IS TO BE DESIGNED BY OTHERS AND • .1/ • 1 g EXAMPLE CONFIGURATIONS ISA. J ROSOWSKI _ 7p ` ' 0 '•. )�; T .' a o C[: 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTE1 ®t Ci,,Or M 02011 FZEI n 97RES.INC. 8 NO CHANGES THIS SHEET. n 04/05/17 %�SS/ A;.." 0610 _._.`•GV //'ONALiE;`0. �• • •,•• 1:• 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ®• • • • ALL RIf3.1�RESEf�ED • 1070 TEOHNOLOGi' DR N•VEN E, 75 r$M -01•- • •- • MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' • SHBE4 •NUMBER• • • • • • • • (941 4,0(160Q • CERT. OF AUT Sa296 I SGD-5570 I NTS _ 1 2 OF 21 F, g MD -5570.0 f e -A-5) A NNMILL R Pe' A LYNN IAILL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT DETAIL Al THRU 1X WOOD INTO MASONRY DETAIL 131 ASTRAGAL FACING EXT. FRAME WIDTH 1/4" MAX. DETAIL Cl INTERLOCK DETAIL D1 INTO METAL METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE REQUIRED IF DOOR HEIGHT IS OVER 99" MAX 28" O.C. EDGE DISTANCE INTERIOR EDGE DISTANCE/� i/.. .� ANCHOR / PLATE AT EVERY ANCHOR LOCATION 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 60 I25 o� SEE NOTE T X OR 2X WOOD` THIS sREE 0 BUCKSTRIP, SEE SEE NOTE 6, THIS SHEET0 NOTE 3, SHEET 1 EXTERIOR DETAIL A2 INTO 2X WOOD SEE NOTE 8, THIS SHEET (4) THRU KEEPER et MAX 3.5" O.C., SEE SHEET 19 SEE NOTE 6. THIS SHEET EDGE DISTANCE 1/4" MAX. EMBEDMENT L _L HORIZONTAL SECTION (XXX SHOWN) ' - DAYLIGHT OPENING y,l' 1/ — — I1 WIDTH 10' 0 .,.,... Lor � ` d Q „ it —T 4) THRU KEEPER E MAX - 3.6' O.C., SEE SHEET 19 Ol 1 -- 1/4" MAX. EMBEDMENT NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR 1 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. • 7) SEE SHEET 20 FOR SCREEN DETAILS. STSNOIRD • DETAIL C2 INTERLOCK ®- REQUIRED IF DOOR HEIGHT IS OVER 96" AFAH) SEE NOTE 6, THIS SHEET 27 28 PANEL WIDTH 0 DETAIL DA INTO MASONRY EMBEDMENT 1/4" MAX. --+•1 #8 X 3/4" SMS REINFORCEMENT SCREW; 7 83 PER STILE, LOCATED AT CENTERLINE AND 6", 9" & 12" FROM ENDS (FACTORY INSTALLED). 23 O 0 1•...,. HORIZONTAL SECTION (XO SHOWN) •• ••• • • • • REINFORCEMENTTYPES1tiEE NOTE 8, jHISt4HE`T) • • •• FOR ALL LOCKSTILES, ASTRAGALS, FIXED, STILES AND HORIZONTAL RAILS • • • •• • • • • 1111 • EDGE DISTANCE TYP. P. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 DETAIL B2 ASTRAGAL FACING INT. EXTERIOR LQ ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. COPYR GHT02017 POT INDUSTRIES INC. • • ALL MOM RESEWED 1070 TEE»INOLOGW DR i • N•( 4N&4S0- 6 75 • CERT. W' AUTH. 82429S VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 INSTALLATION, HORIZONTAL X -SECT. J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 A SGD-5570 NTS 30F21 MD -5570.0 gIA TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0420.06 Expiration Date 04/14/2021 Mlaml� roduct Control „.s‘'1 ONNICE No. 58705 A` STA! '7 •i�; •. TE OF tCs',Pt°RIO'•'••���� •• G \' '/, ' ONAL IE‘‘�. . A. LYNN MILLER, P.E. P.E.# 68706 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • •• •• • • DETAIL El INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE fI EMBED- MENT DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET EDGE DISTANCE DISTANCE EMBEDMENT 1/4" MAX 1/4" MAX. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT 1/4" MAX. GROUT AS NEEDED, SEE ANCHOR NOTE 5, SHEET 1 FOR LOCKSTILES, ASTRAGALS. FIXED STILES AND HORIZONTAL RAILS FRAME HEIGHT PANEL HEIGHT } 1/4" MAX. #8 X 3/4" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) EXTERIOR SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. 1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET .390 #42 SHOWN #43-45 ALSO APPLY .823 i 1.917 —L .060 —_0•_— SILL RISER 42 (2-1/2" TOTAL • SIII4IEIGHT) 2-1/2" = TOTAL SILL HEIGHT EMBED- MENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL F1 INTO MASONRY EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE • 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 • • • • •• • • •• DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" .390 SILL RISER (3-1/2" TOTAL SILL HEIGHT) 4.0041 `-1 SILL RISER(:.;SILL RISER (41118" TOTAL (4-5/8" TOTAL SILL HEIGHT) SILL HEIGHT) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE • • • P JBSTRA' • SEE,TABLE A� • • SHEET 1 R NOSE 3, • • THI,:SHEET • • • DETAIL F2 INTO WOOD • r • • • • • COPYR OFR • 2017 POT INDUSTRIES, INC. �• • ALL wive RESE(WED • 1070 TECNNOLOGY DR N. VENICE, FLS 34175 a • (941 i 0-LB0 CERT. Cg RUTH. W296 VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 INSTALLATION, VERTICAL X -SECT. J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 A SGD-5570 NTS 40F21 MD -5570.0 A PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0420.06 Expiration Date 04/14/2021 By Miami Uadi Product Control 14 '<\ONS tCEN3Lc /�� _ * : No. 58705 *_ pOH , STATE OF i CCs •'•:I,.0.Rr •'•• \�: "// /0NA1- ‘00` A. LYP.E.NN MIL# 50L705. P.E. ER ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • * • • • • • • • • • • • • • • • • • • • •• •• • ••• • • INTERIOR rel FICr INTERIOR 0 �'m •• mi _ _l000l ` 0 IIIIIPI�=pl. �© 4) THRU KEEPER MAX %// 3.5' O.C.• SEE SHEET 19 MAX 18.5' 0.C. EXT ER IOR 135' _ DETAIL G1 135' INSIDE CORNER �ORQ INTERIOR 33 (4) THRU KEEPER ig MAX 3.6' 0.C., SEE SHEET 19 EXTERIOR a INTERIOR 90° DETAIL H2 90' OUTSIDE CORNER INTERIOR 90° DETAIL H1 I2 135° INTERIOR .0 0 ,Til 0 _3,�a� MAX 18.5' 0.C.0 (4) THRU KEEPER (g MAX 3.5' O.C., SEE SHEET 19 DETAIL G2 135' OUTSIDE CORNER EXTERIOR •• • • 90' INSIDE CORNER ••• • • • • • • •• • •• • • • • • • •• ••• •• • • • • • • • • • EXTERIOR (4) THRU KEEPER § MAX 3.5' O.C., SEE SHEET 19 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 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, PEPEIID116G O CONFIGURATION. • • w • • • • • ••• • 4 • • • • • • -• •-- • - •• • • • • • • • • • COPYRIGHT a 2017 PGT INDUSTRIES, INC • • ALL %%IV RE3E D • 1070 TEOHNOIOGi( DR • N. VENICE, F! 34075 i • .(941110-100 • CERT. UT 0 VINYL SLIDING GLASS DOOR NOA (LM) CORNER ASTRAGAL HORIZ. X -SECT. A 10/05/15 J ROSOWSKI NO CHANGES THIS SHEET. iM 04/05/17 SGD-5570 NTS 5 OF 21 MD -5570.0 dg A EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0420.06 Expiration Date 04/14/2021 By Miami -D Product Control `1111111111 1 1TT// 0 oNY LY./VN/., uGEN,, _ * ; No. 58700;5- '.(4'24"'Ail T S;0NAL IE�G1. A. LYNN MILLER, P.E PEI 58105 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL NON- STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB DETAIL 11 INTO MASONRY INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. SEE FIG 1, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR EDGE AND EDGE DISTANCE PER �% DISTANCE SUBSTRATE, SEE TABLE A, SHEET 1 & 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 INTERIOR POCKET DETAIL 12 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW OPT. OPT. ANCHOR CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE: , CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR EMBEDMENT EXTERIOR 1/4" MAX. SEE FIG 1, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET.1 & NOTE 3, BELO OPT. ANCHOR EMBEDMENT EXTERIOR 1/4" MAX. SEE FIG 1, THIS SHEET EXTERIOR POCKET OPT EXTERIOR POCKET EDGE DISTANCE OPT. FIGURE 1, INTERLOCKS AT POCKETS: FOR DOOR HEIGHTS 96" AND LESS: FOR DOOR HEIGHTS OVER 96" 21.9" MAX. O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR EMBEDMENT 4 MAX. SEE FIG 1, THIS SHEET EXTERIOR • • • • • • • • • • • L)ETERIOR POCKET •• • •• • NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. • . 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. • • 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. • ••• • • • •• • • • OPT. DETAIL 14 INTO WOOD • • COPYRISH7. • „lie'' • • • 2S7•F6TINOUST••l,•4C. Alli RIGHligRESERVEU • VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 1 P -HOOK EXAMPLES, HORIZ. X -SECT. I& J ROSOWSKI 4 NO CHANGES THIS SHEET. 4A 04/05/17 • il,i •• 80-1600 ¢A _$ 1670TECHNOLOGY DR FL • - evNIC S427 i • • 41)- • CERT. OF AUTH. /129286 • Ili • SGD-5570 1 NTS i 6 OF 21 E $ MD -5570.0 11 A PRODUCT REVISED as complyhog with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 Br Miam - • • e Product Control ‘.‘ 0 LYN/y 7j1/„. oOEN4 •.:(13�' * No.58705 -fl •%; �. srA -o �� FS •'/ ORIOF`,.' G. ,1ONAL10�``\ A. LYNN MILLER PE. P.E.M 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • INLILC I: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: ----- Max. (+) DP Door Unit Height IN0111. Height Bo" None 84" 96' Glass Types 1, 1A, 3 or 3A Astragal Reinbrcement #29 Lockstlle Reinforcement #25 or #26 Std. Interlock Reinforcement #27 `684 o- t 72-15116" DLA Height 84-15/16' DLO Height Anchor Groin Anchor Group Anchor Group A B C D A BC D A B C D. Nominal Panel Width 1 24" Design Pressure +60 / -60 psf +60 / -60 psf +60 / 60 psf 19-1/8" DLO Width Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 30' 25-1/6" DLO Width Design Pressure +60 / -60 psf +60 / -60 psf +60 / 60 psf Head/Sill 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 36 31-1/8 DLO Width Design Pressure +60 / 60 psf +60 / 60 psi +60 / -60 psf Head/Sill C3+1 03+1 C3+1 3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 42' 37-1/8 DLO Width Design Pressure +60 / 60 psf +60 / 60 psf +60/ -60 psf Head/SNI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook _7 7____J____ __..7.._ 7 7 7 7 8 8 8 8 43-1/8 , WILdth Design Pressure _ +60 / 60 psf _____.._ 1`\+60 / 60 psf +60/ -60 psf 46' Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 03+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5) 5 5 5 5 5 6 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. ' 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING 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 B1, THIS SHEET. ✓ # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR 03+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). !�— TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: W ater-LImlted (+) Design Pressure Sill SII Max. (+) DP Riser IN0111. Height Allowed None 1-11/16" See Note 2 42 2-1/2' +38.7 psf 43 3-1/2" +60.0 psf 44 4-1)16" +60.0 pst 45 45/8" +80.0 psf •• ••• • • • • • •• i• • •• • • ••• • • • • • • • • • • •• • • • • FIG 1: OH LENGTH 01-1 HEIGHT 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 - 8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" 0 oYnOR7 T "E'R'Z i 1WOjEC OLOGY I�0. 0: • NM/ENICF, FL 64275•_ • (941)-48e-1600 ' • • ERT. OFtUTH. 029295 • VINYL SLIDING GLASS DOOR NOA (LM) a DP & ANCHOR QUANTITY TABLE 10/05/15 J ROSOWSKI A, NO CHANGES THIS SHEET. 09 • • • $ 04/05/17 1,S3D5570 NTS 70F21 MD -5570.0 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.06 Expiration Date 04/14/2021 By MIaml-0 Product Control '.N'o%V LYNAJ ,= No.58705 *: pCc . y7 res -�T.• 8i3LYEiN4dc. • 4/ lis•' FLOR%Dt;'.••'G?:. A. LYNN MILLER, RE P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0110 • • • 41100 • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approted configurations on Sheet 2) Use this table for: 2 or 4 #29 #25 #28 Door Unit Height Glass Types Astragal Reinforcement Lockstile Reinforcement HD Interlock Reinforcement 80" 84" 96" 108" 120° 68-15/16" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height 96-15/16' DLO Height 108-15/16" DLO Height Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group i A l b LC ] 0 A B C 0 A B C D A B C 0 A B 0 0 Nominal Panel Width 1 24' 19-1/8" DLO Width DeslgnPressure +100/ 100psf +100/ 100psf +100/ 100 psf +80/ 65psf +60/-65psf Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1- Jamb 5 5 5 5 5 5 5 5 5 5 5 5 8 6 6 6 6 6 6 6 - P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 1D 30" 255-1/8 DLO Width Design Pressure +100/ 100psf +100/ 100psf +100/ 100ps +60/ 65psf +60/-65psf Head/Sill C5+1 C3+1- C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 03+1 C5+1 C3+1 03+1 C3+1 Jamb 5 5 5 5 5 5 6 5 5 5 7 5 8 6 6 6 6 6 6 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10' 10 36" 31-1/8 DLO Width Design Pressure +100/ 100psf +100/ 100 psf +100/ 100psf +60/ 65psf +60/-65psf Head/SlII C5+2 C3+1 C5+1 C3+1 C5+2 03+1 05+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 Jamb 5 5 6 5 5 5 6 5 - 5 5 7 5 6 6 6 6 6 6 6 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 42" 37-1/8" DLO Width Design Pressure +100/ 100 psf +100 / 100 psf +100/ 100ps +60/ 65 psf +60/ -65 psf Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 03+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 48" 43-1/8" DLO Design Pressure +100 / 100 psf +100/ 100 psf +92 / -92 psf +60/ 65 psf +80 / -65 psf Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 05+2 C3+2 C5+2 05+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 03+1 Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 W kith P -hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 54" Design Pressure +80 / 80 psf +80/ 80 psf +80 / 80 psf +60/ 65 psf +54.1 / -58.7 psf 49-1/8" DLO Width Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 .10 10 10 10 60" Design Pressure +80/ -80 psf +80 1 -80 psf +80 / -80 psf +59.1/-64 psf +49.6 / -53.7 psf 55-1/8" WLloOth Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 1 1-1 6 FOR ANCHOR LOCATION & SPACING • ANCIIORAGE 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 B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS - CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH OH HEIGHT TABLE B2: DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. Water -Limited (+) Design Pressure SIN Nom. Sill Max. (+) DP Riser Height Allowed None 1-11/16" See Note 2 42 2.112" +38.7 psf 43 31/2' +80.0 psf 44 4-1/16" +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1/16" • • • • • • • • • • • • PANEL HEIGHT = DOOR HEIGHT - 2-1/2" • • • •• • • • • •• •# • • • •• • t • • • • COPYRk TA2A7•P•rw oos-rim NO CHANGES THIS SHEET. 8M 04/05/17 • • • • AV RIGHT* RESERVED •_ • • • • • 1S70iECl-RNOLOGYDR is • iI •••••-• �1.•JNIC�`FL•J427 i • tJh,� �J • • • .(g41) -9t5-1600 • GD -5570 I NTS 1 8 OF 21 El MD -5570.0 �4 A CERT. OF AVM #29298 q • • • • • •� VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 M DP & ANCHOR QUANTITY TABLE pI J ROSOWSKI PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By MIR Product Control A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE: 3 -PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF FRAME JAMB REQUIRED ® INTERIOR POCKETS HEAD SPLICE MAX. INTERIOR CENTERLINE " OF PANEL i _ [.._CENTERLINE OFNTTERINE OF INTERLOC,K OF INTE CENTERLINE -.- OF PANEL 2 SEE FIGURE BELOW FOR ADDITIONAL ANCHOR INFORMATION. CENTERLINE OF PANEL 3 POCKET BY /II ��_.IIIIIMIL�aaaaa�aw.ai►i�,aEa�is+iw►.T�^wwww .r.'1! AL OTHERS SEE /)t�� ` NOTE 6, �(• �� •� MOIL r���ailf SHEETS aawaar�,. 0 Oi —"- 25,318" MAX. "+T ANCHORAGE, SHEET 12 -------v-----------" Y_'— J END ANCHORAGE (MIN. 1 ANCHOR) 6' MAX. OPT. ANCHOR TO AID IN ALIGNMENT EXTERIOR I? INTERIOR 12' MAX. ANCHORAGE, SHEET 12 "C3"CLUSTER, SHEET 12 "+T ANCHORAGE, SHEET 12 "C3" CLUSTER, SHEET 12 SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED INFIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. POCKET BY ' 0 / OTHERS; SEE r NOTE 6, SHEET 6 6' MAX. OPT. ANCHOR TO ND IN ALIGNMENT P -HOOK ANCHORAGE DETAILS JAMB ANCHORAGE DETAILS FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURA ['IONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 0) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. SEE POCKET JAMB INSTALLATION ON SHEET 6 SILL SPLICE 6" y MAX.. 1101.I INTERIOR CENTERLINE OF PANEL I HEAD ANCHORAGE DETAILS PXXX (3 -TRACK) CENTERLINE OF INTERLOCK commomir SRI 0 0 rl,._. CENTERLINE OF PANEL 2 rCENTERLWE OF INTERLOCK 0 0 0 MAX. EXTERIOR SEE FIGURE BELOW FOR ADDITIONAL , ANCHOR INFORMATION. CENTERLINE OF PANEL 3 0 %EMI0r- "A2' --- SHEET 11 ANCHORAGE, "C3° CLUSTER, SHEET 11 FRAME JAMB SEE POCKET JAMB REQUIRED (@ INSTALLATION ON INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: Head/Sill C3+2 Jamb 5 P -hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS)_ SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. • • • • • • • • • • • • SILL (INTERMEDIATE ANCHORS): SHEE1:11 FOR TI "+ CI;OI A: TIE MIDSPAN OF EACH PANEL. • • • - JAMB: 5 ANCHORS, SHEET 13 FOR GEN. j ' DUj0 : • P -HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. "+T ANCHORAGE, SHEET 11 'C3" CLUSTER, SHEET 11 SILL ANCHORAGE DETAILS PXXX (3 -TRACK) END PANEL ANCHOR EXCEPTION: 25318" MAX. "+2" ANCHORAGE, SHEET 11 END ANCHORAGE (MIN. 1 ANCHOR) DISTANCE TO NEXT CLUSTER TO BE 25-318 O.C. OR LESS CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) STRAIGHT DOOR EXAMPLE la 10/05/15 J ROSOWSKI 1 3) INSTALLATION DETAILS INTO WOOhCAN• • • COPYRIt�Ir Rz000 mIGH ou5pryFl��C. &• BE FOUND ON: • • • 1070 1ECHbIOLOGY DIE • HEAD & SILL: SHEET 4 • • • N.•VENICE, FL 114275• • • (,41)-4BS-1600 • • MERT. OF 'UM 829298 • JAMB: SHEET 3 • • • • P -HOOK: SHEET 6 • • NO CHANGES THIS SHEET. 04/05/17 • D-5570 NTS 9 OF 21 MD -5570.0 A 6' MAX. EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By Miami -Da roduct Control 1111111111//// x\.•'•0GENS(T CSP * ; No. 58705 * ft ORIDP.•••• /", " I ONAL E4G' A. LYNN MILLER, P.E. P.EJI58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" ANN GLASS ;41 EXTERIOR I— PRODUCT IS "EXTERIOR- � \ GLAZED"18#80-81 IS TOWARDS THE EXTERIOR. a INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #80.81 IS Ih TOWARDS THE INTERIOR. L . Al SEE NOTE 2, THIS SHEET U 7/16" NOM. 3/16" HS GLASS .090' PVB PAINTED/ 3/16" HS GLASS LAMINATED SURFACE OO a EXTERIOR I r PRODUCT 15 "EXTERIOR. GLAZED' IF 880-81 IS TOWARDS THE EXTERIOR. 7/8" NOM. GLASS BITE • STRUCTURAL POLYISOBUTYLENE WrrH DESICCANT GLASS TYPE 1 INTERIOR PRODUCT IS "INTERIOR - GLAZED' IF 880-81 IS TOWARDS THE INTERIOR SEE NOTE 2, THIS SHEET SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT EXT. GLASS EXT. GLASS KODISPACE 78 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS 3/16" NOM. INT. GLASS SUPER 76 SPACER®NXTT" ALUMINUM REINFORCEMENT POLYISO- 5/16" NOM DESICCANT FILL AREA 5/16" NOM.` SILICONE SEAL BUTYLENE SEAJhv ROLL -FORMED STAINLESS STEEL EXT.GLASS INT. GLASS 1 DURASEAL® SPACER T8 XL EDGETM SPACER INT. GLASS PAINTED/ LAMINATED SURFACE 7/8" NOM. GLASS BITE GLASS TYPE 1A 3/16" HS GLASS .090' PVB 3/16" HS GLASS 7/16" AIR SPACE 3/16" T GLASS 8o 7!16' NOM. 3/16" HS GLASS .090' SG 3/16" HS GLASS O a EXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF 880-81 IS TOWARDS THE EXTERIOR INTERIOR PRODUCT IS "INTERIOR. GLAZED* IF 880-81 IS TOWARDS THE INTERIOR. 1.1/16" NOM. FXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. a INTERIOR PRODUCT 15 "INTERIOR - GLAZED" IF #82-83 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET GLASS TYPE 3A 0 ••• • • NOTES: • 1) BACKBEDDING SURFACES SIiALL s • • NOT BE PAINTED OR LAMINATED. • • •• • 1• • SEE NOTE Z THIS SHEET PAINTED/ LAMINATED SURFACE PAINTED/ LAMINATED SURFACE 7/8" NOM. GLASS BITE GLASS TYPE 2 3/16" HS GLASS .090" SG 3/16" H5 GLASS 7/16" AIR SPACE 3/16" T GLASS so EXTERIOR PRODUCT IS "EXTERIOR - 7/8" NOM. GLAZED' IF 882-8315 GLASS TOWARDS THE EXTERIOR. BITE 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING OOT IS • ADHERED TO THE GLAZING LIG. • • • • • •• • • a INTERIOR PHODUCT IS 'INTERIOR - GLAZED' IF #82-83 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET • • • •• 1-1/16' NOM. 3/16" HS GLASS .090" PVB 3/16" ANN GLASS 7/16" AIR SPACE 3/16' T GLASS 82 1-1/16" NOM. 0 EXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. <J INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF 882.8315 TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET PAINTED/ LAMINATED SURFACE PAINTED/ LAMINATED SURFACE 7/8" NOM. GLASS BITE r -&-t GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. 7/8" NOM. GLASS BITE GLASS TYPE 4 • VINYL SLIDING GLASS DOOR NOA (LM) m 10/05/15 COPYRIGyTO2017PGT rETDRES.INC L RIG EflYED • • • 10:01 CHIOLOGY DI; •_NAJENIC FL 311275• • (941)-440.1600 • • VERT. OF &TH. /29288 • GLAZING DETAILS J 4 NO CHANGES THIS SHEET. ROSOWSKI 04/05/17 loSGD-5570 NTS 10 OF 21 MD -5570.0 4 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By Mlam ad ro uct Control 111111111//// , ••‘:,‘,‘\ O - LYNN, �., �1cet4sF * No. 56706 _la 0 t TE OF�:,lV .5 • .S'ONAL eE 40. //11,1'11 Itt11 A. LYNN MILLER, PE. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SILL CLUSTER ANCHORS LAYOUT: F EXTERIOR ASTRAGAL OR INTERLOCK CENTERLINE 2 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 3 -TRACK CLUSTER "C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 3.22" 3.22" 4 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK -4. - CENTERLINE EXTERIOR 2 -TRACK CLUSTER 'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE ■ EXTERIOR 3.22" 3 -TRACK CLUSTER "CS ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL SILLS: 2.375" FIGURES PERTAIN OTHE FOLLOWING SILL CLUSTER ANCHOR LOCATXNS k10 11 HeadlSll C�3} Jamb 5 P -hook 7 3.22" 4 -TRACK CLUSTER "C 5• ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR 2 -TRACK INTERMEDIATE ',I" ANCHOR LOCATON EXTERIOR 3 -TRACK INTERMEDIATE 'vi•ANUiOR LOCATION PANEL CENTERLINE PANEL CENTERLINE EXTERIOR 2 -TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 3.22" 3 -TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE ) 0 EXTERIOR EXTEERIOR 4 -TRACK INTERMEDIATE. '+1• ANCHOR LOCATION FIGURES PERTAIN TO THE FOLLOWING SRL INTERMEDIATE ANCHOR LOCATIONS: • • • •• • • • COPYRIGHT O 2017 PGT INOSSTRIES*14E ALL RIGHTS RES111+000 • 1070 TECHNOLGD' DR • - N. VENICE; FI• 7.75 • (941)-480-16W • CERT. OF RUTH. 029206 111 Head/Sill • Jam) • •P-IIOok 7 -• • • • • • 4 -TRACK INTERMEDIATE •2' ANCHOR LOCATIONS EXTERIOR 2 -TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 3.22 3 -TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS 4 -TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL SILLS: j ii'? :LINA CAIS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS A J ROSOWSKI NO CEHANQGSTHIS SF} T. • 04/05/17 • • • • • • • • • • • a • • • • SGD�570 a• NTS :1OF241• MD -5570.0 A 2.375" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 B y N am i .Product Contror 11111111/,, . `' 00.LYNNM/ "/ 1,+CEN.5870gE5'•, �(�� No �O =.. s ATE ofH111• lv�: • �.,iNAL1` \� A. LYNN MILLER, P.E. P.E115670S ••• • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 2 -TRACK CLUSTER "C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 3.22" ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 2 -TRACK CLUSTER "C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 3.2? EXTERIOR 3 -TRACK CLUSTER 'C,3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 3.22" 4 -TRACK CLUSTER 'C3"ANCHOR LOCATIONS EXTERIOR 3 -TRACK CLUSTER 'CV ANCHOR LOCATIONS ASTRAOAL OR INTERLOCK--#- CENTERLINE NTERLOCK—►CENTERLINE 3.22" EXTERIOR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS: 2.375" FIGURES PERTAIN TO THE OU.OWNG HEAD CLUSTER ANCHOR LOCATIONS: Head/Sill - Jamb C�r1 5- P -hook 7 3.22 4 -TRACK CLUSTER 'CS -ANCHOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE PANEL CENTERLINE EXTERIOR 2 -TRACK INTERMEDIATE "+1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR J L 3 -TRACK INTERMEDIATE 1' ANCHOR LOCATION PANEL CENTERLINE -1 4 EXTERIOR 4 -TRACK INTERMEDIATE "1-1. ANCHOR LOCATION 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL CENTERLINE 4.75" EXTERIOR 3 -TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS EXTERIOR 4 -TRACK INTERMEDIATE '42" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAIN TO THE FOLLOWING HEAD INTERMEDIATE ANCHOR LOCATIONS: 11 •• ••• • • • • • • • • • Head/S01 c ) adgrnb • P -hook 7 • •.�—•- - • • • ••_ • 0•VIIQY414LI17u.1G (ILA:S VeloR NOA (LM) 10/05/15 J ROSOWSKI COPYRIGHT02017 PGT NLI/STRIE*1/C1 ALL RIGHTS RESORVED • 1070 TECHNOL•DG. DR • - N. VENICE, FL34 75 •41 (841)-480-'I61 • CERT. OF AUTR.529258 PANEL CENTERLINE EXTERIOR 3.22" 2 -TRACK INTERMEDIATE '+3" ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 3•7RACK INTERMEDIATE '4-3' ANCHOR LOCATIONS PANEL CENTERLINE 3.22" EXTERIOR 3.22" 4 -TRACK INTERMEDIATE "43' ANCHOR LOCATIONS 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS: M ANCHOR LOCATIONS B NO GI -IAN $ THIS SlemET. � --•—• • • • • E • • • • • • SGD15570 NTS • 320x11• g/ 04/05/17 if MD -5570.0 Ag 2.375" PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0420.06 Expiration Date 04/14/2021 By Mia -Da roduct Control A. LYNN MILLER, P.E. _- P.E.# 58706 ••• • • • • 0 • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • P -HOOK ANCHORS LAYOUT: OPT. ANCHOR TO AID IN ALIGNMENT 12" MAX. MAX. 6" MAX. OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1) SEE TABLES 1 8, 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P -HOOK. FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB (P -HOOK) ANCHOR LOCAT ONS: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): _ 2.375" —L1 J 4.75" J 21,6' MAX. O.C. 6" MAX. EXTERIOR r2 -TRACK FRAME JAMB ANCHORS 21.6" MAX. O.C. 6" MAX 3 -TRACK FRAME JAMB ANCHORS EXTERIOR LJ-t..J4.J4. 7.125" 4 TRACK FRAME JAMB ANCHORS FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: Head/Sill Jamb C3+ (g) P -hook 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4 -TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2 -TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS, IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. JAMB (3) WEEP NOTCHES PER END @ 1"X.500" SILL EXTERIOR (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" JAMB (4) WEEP NOTCHES PER END @ 1" X .500" SILL EXTERIOR (6) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X.500" SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) •• •••• •• •• •• •• •• ••• • • • • JAMB (5) WEEP NOTCHES PER END @ 1' X .500' SILL EXTERIOR (10) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190'; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" iFts COPYRIGHT ® 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 VIN Atilivg Grin mink NJA:LMI • • A ANCHOR LOCATIONS C 10/05/15 J ROSOWSKI ND CHAVIAES THIS•SHEiTa • • • • 04/05/17 • ••• t> • • • • • • • • • • • • • • 8l SOO--55701 NTS 130F21 �$ LAD -5510 D A PRODUCT REVISED ea complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By Mlam Product Control `11 k)I OEN1111SF 2T ,s\k()NY.LYNN7yi 0% U * ND.58705 ST TEF ' C��•'•F�ORIPP.•''G��� /,7 'ONAL• 04 ,"N A. LYNN MILLER, P.E. P.E.# 68706 • • • • • • • • • • • • • • • ••• • • • • • 1 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 3.22" EXTERIOR 2 -TRACK 90' CORNER "C4" ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) EXTERIOR 3 -TRACK 90' CORNER 'C4" ANCHOR LOCATIONS (USE WHERE 'C3" IS SPECIFIED) I It 11 H tl l 4 -TRACK 90' CORNER EXTERIOR "C4" ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90' CORNER HEAD ANCHOR LOCATIONS: I H IJaamn,b b P -hook 7 3.22" EXTERIOR 2 -TRACK 90' CORNER (� ANCHOR LOCATIONS (USE WHERE' C5' 15 SPECIFIED) 3.22" EXTER OR 3 -TRACK 90 CORNER R 'CB' ANCHOR LOCATIONS \ ‘/ (USE WHERE .G5 IS SPECIFIED) nirinn 3.22"EXTERIOR 4 -TRACK 90' CORNER 'C6' ANCHOR LOCATIONS (USE WHERE 'C5' 15 SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOA/F•3. • • • • • •• ••• •• • 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 13=51 7931 -TRACK 90' CORNER EXTERIOR 'C4' ANCHOR LOCATIONS JI (USE WHERE "C3" IS SPECIFIED) v 3 -TRACK 90' CORNER EXTERIOR "C4' ANCHOR LOCATIONS 1 y (USE WHERE 'C3" IS SPECIFIED) 0/ EXTERIOR 4 -TRACK 9V CORNER vSiEWFiA 3LI'•"P' .i v? • • • •• • • • • • 3) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS AND SILLS: 2.375" 2 -TRACK 80' CORNER EXTERIOR "C8" ANCHOR LOCATIONS n_ (USE WHERE 'C5" IS SPECIFIED) 4" 3 -TRACK 90' CORNER EXTERIOR 'C8' ANCHOR LOCATIONS 2 S (USE WHERE 'C5" IS SPECIFIED) 111 II 0 'i4l� 3.22" 4 -TRACK 90' CORNER 'C0' ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) EXTERIOR FIGURES PERTAIN TO THE FOLLOWING 90' CORNER SILL ANCHOR LOCATIONS: Head/Sill Gi 1 Jamb 5 P -hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Data 04/14/2021 By Miaml-D Product Control A. LYNN MILLER. P.0. P.E.0 68705 • • ••• 2.375" • • •• • •• • •— • •• • • • COPYRIPIS 02017 oil' INDUSTRIES, INC. 41_ RIGl1 S RFiSERVED 1070•TECI*NO.OGY DR • N. VENICE, PIL 34275 1911)-%§.091600 RT. OF ADTH.929292 90 VINYL SLIDING GLASS DOOR NOA (LM) m 10/05/15 d ANCHOR LOCATIONS D 14. J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17, SGD-5570 NTS 14 OF 21 14 MD -5570.0 41 A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: 2 -TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE 'C3" IS SPECIFIED) 3 -TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE 'C3- IS SPECIFIED) EXTERIOR 4 -TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 135' CORNER HEAD ANCHOR LOCATIONS: Head/Sill Jamb 5 P -hook 7 3.22" EXT_EXTERIOR 2 -TRACK 135' CORNER fV1 'CO' ANCHOR LOCATIONS (USE WHERE 'C5' IS SPECIFIED) 3 -TRACK 135' CORNER `C8" ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) 4 -TRACK 135' CORNER "Cr ANCHOR LOCATIONS (USE WHERE "CS LS SPECIFED) SILL 135° CORNER CLUSTER ANCHORS LAYOUT: 4" EXTERIOR 2 -TRACK 135" CORNER °C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3 -TRACK 135° CORNER 'CA' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 2 -TRACK 135' CORNER 'CB" ANCHOR LOCATIONS (USE WHERE 'CS IS SPECIFIED) EXTERIOR 3 -TRACK 35' CORNER 'C8" ANCHOR LOCATIONS (USE WHERE "C5' IS SPECIFIED) .ismk00 EXTERIOR 3.22" J3 4 -TRACK 135' CORNER "C5" ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) EXTERIOR 4 -TRACK 135' CORNER "C4' ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) • • • • • • • • • • • • • NOTES: • • • 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLON.ED. • •• ••• •• • 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK • •—+_ • i • • • • DISTANCE IS 2.375" 2.375" �___ • 2.375' FOR ALL HEADS AND SILLS: _ • • �• • • •• • • •• - •.. • • • ••• • 4' FIGURES PERTAIN TO THE FOLLOWING 135° CORNER SILL ANCHOR LOCATIONS: Head/Sill Jamb 5 P -hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By Miami -Dad oduet Control / `\s` ' ONY LYNN., PC1A.•- UICENSF'•%� -.. * : No. 58705 TEO �� ' C`s ••. FC • ORIO0 A•. •.•• .`' oNAL (eN.\\,' A. LYNN MILLER, P.E P.E.@ 58705 • GOPYRININF2017 ROT IVS RF�ERVEDRIES. INC. 1070•TECNNOOOGY DR • N. 7ENIOIE, (l 34275 1441)-A$0}( 600 °PERT. OF ACM. W292913 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS E J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 SGD-5570 NTS 15 OF 21 MD -5570.0 A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICE LOCATION EXTERIOR 3.22" 2 -TRACK SPLICE "C4' ANCHOR LOCATIONS (USE WHERE' C3" IS SPECIFIED) EXTERIOR 3 -TRACK SPLICE "C4' ANCHOR LOCATIONS (USE WHERE "C3` IS SPECIFIED) EXTERIOR 4 -TRACK SPLICE "C4- ANCHOR LOCATIONS (USE WHERE "C3" 15 SPEGFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: HeadfSIII Jamb C}1 5 P -hook 7 F EXTERIOR SPLICE LOCATION 3.22' 2 -TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE' C5' IS SPECIFIED) 3 -TRACK SPLICE 'C8' ANCHOR LOCATIONS (USE WHERE' C5' IS SPECIFIED) SPLICE LOCATION EXTERIOR b 4 -TRACK SPLICE "C6' ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 3.22„ SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: 2 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE' C3" IS SPECIFIED) SPLICE_- LOCATION EXTERIOR 3 3 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE' C3' IS SPECIFIED) 22" 0 4 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) SPLICE LOCATION EXTERIOR 2 -TRACK SPLICE "C6" ANCHOR LLI AI IONS (USE WHERE'C5 IS SPECIFIED) SPLICE LOCATION FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: Head/Sill Jamb 5 P -hook 7 4 EXTERIOR 4" 3 -TRACK SPLICE 'Cr ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGOLIM IRTEi2LQCK� • • • • • FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE•O•N SHEET•9. • • 2.375` • ( 2.3 • • • 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL ADD 1,5 TO:E DESIGNED • BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDTC•TrON. • • • • • • -'•• —• • —•• • • • • 3) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS AND SILLS: •• • • I • 4 -TRACK SPLICE "C0" ANCHOR LOCATIONS (USE WHERE' C6" IS SPECIFIED) PRODUCT REVISED as ...Plying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 174/14/2021 Dy Miami -D roduct Control \`1111111111/,//'' 010 L. IGEN * No. 58705 TEOF .: (vim: /1',/11111 0%°‘ A. LYNN MILLER, PE_ REX 58705 I_- VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 COPY TrR2G1tS8piSUDTRES, INC. 1070•TECYNQLOGY DR •_• N. WENI•E, FL 34275 1941)118011600 ERT. OF /CH. 100200 ANCHOR LOCATIONS F J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 SGD-5570 NTS 16 OF 21 MD -5570.0 A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL TYPES INTERIOR OR EXTERIOR GLAZED PANEL'S RIGHT STILE TYPE SINGLE INTERLOCK OUT SINGLE INTERLOCK IN = FIXED STILE —I:c----Zg LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX W OUTSIDE 90' ASTRAGAL RECEIVER INSIDE 90° ASTRAGAL RECEIVER -- OUTSIDE 135° AS IRAGAL RECEIVER = INSIDE 135' ASTRAGAL RECEIVER --up SD SINGLE INTE INTERLOCK PANEL'S LEFT STILE TYPE SINGLE INTERLOCK OUT E F PP K L (eoxavr7 L (BOX M/) TC TA W TW SINGLE INTERLOCK IN B H P A C ISaY 09D C 0,CVCM SC SA SV SW STILE = RR R S (eoxou0 S 158"" FC FD FV FW / HANDLE LOCKSTILE W LE W D M J (BOX OUq RD%fOtl AST BOXUT L 3E LR T U Bo IN^L� ,aN T U ASTRAGAL I RA / L, RECEIVER CT CS CF IN.AG AT AS DF ASTRAGAL I,.> RECEIVER T, VT VS VF ASTRAGAL RECEIVER IN. ASTRAGAL RECEIVER WT WS WF LEFT PANEL STILE rm RIGHT PANEL STILE PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH • TYPES QUALIFIED BY THIS APPROVAL. SEE DETAILS SHEET 10. • SCREEN PANEL TYPES CDOUBLE INTERLOCK JNvwv,I= ASTRAGAL MLOCKSTILE nnivv,ni+1 DOUBLE INTERLOCK JLOCKSTILE ----�� ��--'••��{{�- I=1,,,,,,"."-CE i. --P,,,,,, . -'1- I ASTRAGAL SD SINGLE INTE INTERLOCK DOUBLE INTERLOCK AINTERLOOUCK DBLE ED ----+E] LOCKSTILE UASTRAGAL LOCKSTILE DSINTERLO E DOUBLCK c- , t ��.��3 SINGLE ISINGLETERLOCK •• ••• • • • • • •• • • • • CC•YRIG11.8llea7 POT INOU•70ES,•IQ • • AIL INGMSRFSE VVED• • • 1.70 TB1CHNOLGI3YOR • N. VENICE!FL 341E75 • • CERT. OF AUTO. 628 • VINYL SLIDING GLASS DOOR NOA (LM) • • •• 10/05/15 PANEL TYPES 14. J ROSOWSKI NO pil4NGE,,S THIS SHEET. a$ 04/05/17 • • • • • • • • • SGD-550 JffS 17 OF 21 MD -5570.0 A PRODUCT REVISED as complying with this Florida Building Code won -No. 17-0420.06 Expiration Date 04/1412021 By M1ani(D ' oduct Control *• No. 58705 STATE O /,,,,� /O/VAL IENG \ A. LYNN MILLER, P.E. P.E.B 68706 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • • 5.875 El• LI 1.812 1-1 .100 (1) 2 TRACK HEAD/JAMB 10.635 1 Li- Li 100 O O 8 del®L CIL J� 1=3I 11'681 0 3 TRACK HEAD/JAMB 10.625 © 4 TRACK SILL otior " til --Ir 1 n1 [Two - 0 4 TRACK HEAD/JAMB 1.570 1-.- 2.833 2.368 L I I---.188 .110 I- r-- TOP, BOTTOM TOP, BOTTOM ® AND STILE AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT 1.813 A 8.250 u is o 3 TRACK SILL .100 - 5.875 �p 'I�o U 1.681 D®L 11�I I -L 0 2 TRACK SILL 1.595 i- 1.595 r--- I 3.483 '4® y j 2. 768 r .300 s- 2.768 } 2.025 .300 �r 540 .500 Imo-- .082 F ME SCREW O COVER (PVC) t r 1.000 .949 - - .062 BOTTOM RAIL 4-4,SUPPORT .540 .626 .062 19 EXTENDED KEEPER 309 I� 120��-'I .182 .120�-►I 4f .182 {+ 2.291 INTERLOCK .400 © INTERLOCK .300 R REINFORCEMENT, ) REINFORCEMENT, � 9REINFORCEMENT STANDARD HEAVY-DUTY 135° CORNER ASTRAGAL --►1.912 r .065 1.261 7/16" SQUARE BEAD .062 f.. -,z135° 135° CORNER 36 PASSIVE MOUNT .210 .060 1.170 ®135° CORNER ASTRAGAL CAP, EXTERIOR .252 --s1 .125 .312 .500 .062 KEEPER .125 .930 BO ANCHOR PLATE .252 .062 ",-5' OUTER SILL 12 COVER 1.435.G --1 ,1 .550 Tr� .301 - O TRACK INSERT - .231 1.613 TRACK 13 COVER .540 (r .291 3.000 2.696 .100 EXTENDED POCKET ® INTERLOCK ADAPTER 6-4, REINFORCEMENT BAR COVER .1 .075 116 4.635 2.210 .090 1 I -lift ^ � INTERLOCK 31 ADAPTER 291 .061 1.9281 �- INTERLOCK CAP, 1TV 0 EXTENDED POCKET .060 -'-j 1.983 2.060 T .060 P -HOOK ADAPTOR .061 !w"tel 2.607 REINFORCEMENT BAR .046 - J 1.500 3.247 I-+- .229 ®135° CORNER ASTRAGAL CAP, INTERIOR .173 1.261 1.261 /311.261 off 81 BEVELED BEAD 6-.5 BEVELED B3 OGEE BEAD ® OGEE BEAD 9 90° CORNER ASTRAGAL •• • • ••• • • .065 90° CORNER ASTRAGAL CAP, • .xTEPR • • • • • • • • 40 • • • -•-r• - .229 I� 2.975 .075 - .094 1.406 23 FIXED PANEL CL P 080 4.279 -.) 1.875 3 ASTRAGAL ADD-ON 3 PANEL STILE, TOP © AND BOTTOM RAIL .919 .060 2) SEE SHEET 20 I--- .919 FOR SCREEN PARTS. NOTES: 1) SEE SI IEET 4 FOR SILL RISERS. 90° CORNER C ASTRAGAL CAP, • • INTERIOR 3) ALL DIMENSIONS IN INCHES. :IN:L 1_41121ING GLASS DOOR NOA (LM) A 10/05/15 EXTRUSIONS J ROSOWSKI co•vo GHwear PGTww•nnEs,•1• • a NOIIONGF.S THIS SI-IEET. • • ALL •IGHTS RESEW/Me • • • • • 11l70 TEC HNOL XSYaDR • { • • • •4,1.CE! (4) CLIP ANCHOR TYPE AS USED IN INSTALLATION, TABLE A, SHEET 1 O(3)#10X 1.5" SMS 1) INSTALL CLIP INTO PANEL STILE 2) INSTALL CLIP INTO FRAME JAMB & SUBSTRATE, USING 4 INSTALLATION ANCHORS, SEE TABLE 1 HEADER BLOCK TO HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. JAMB TO HEAD HEADER ASSEMBLY BLOCK (3) #8 X 1." SMS FIXED PANEL - CLIP 23 FIXED PANEL CLIP INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. (2) 1/4" X 2-1/4" SMS #8X1" SMS (4) #10 X 2" SMS KEEPER JAMB TO SILL ASSEMBLY (4) THRU KEEPER @ MAX 3.5" O.C., SEE SHEET 19 LOCKING JAMB REINFORCEMENT PLATE ATTACH WITH #8 X 1-1/4" c@ 34-1/2" MAX O.C. 4 -PANEL, 2 -TRACK OXXX SHOWN KEEPER lam✓ KEEPER TO JAMB ATTACHMENT PRODUCT REVISED -. compyln lwith the Florida Building Cod• NOA-No. 17-0420.06 Explration Date 04/14/2021 By Mlam -D roduct Control 0INTERLOCK CLIP COVER II INTERLOCK REINF. PLATE #10 X 2-1/2" SMS BOTTOM RAIL SUPPORT (2) #10 X 1" SMS THROUGH SUPPORT, INTO PANEL (4) # 0 X 2" SMS INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK - 10X 1 -1/2" SMS PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS_ INTERIOR NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3) SEE01111ES? 2 EOR:2E(jJF4R4M:NT•REGUIREMENTS. 4) CONTINUOUS ANCHORIPL&TE.ITIM A{B, 16 REQUIRED AT ALL FRAME ANCHOR LOCATIONS. •• ALL 7 RESE 81911807 PGT lED_ I�IC• • 1970TFICHNOLO>GYDR • • N. VENICE}FL 34175 • • , • (94:? -480-16% • ••CER{. OF AUMH. # • "IN TL SLIDING GLASS DOOR NOA (LM) • • •• 10/05/15 ACCESSORIES INSTALLATION J ROSOWSKI J COATER #96 04/05/17 • • • • • • • • • • SGD-5T6/0 r 4o Ors 19 OF 21 MD -5570.0 4Z A ��ONY LYNNMi • P? IIGENs6. No. 58705 1 it tit, ,�• •,SithE F%ss(V G �''/71;ONAL IEA o. A. LYNN MILLER, P.E, P.E.# 68705 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • It • BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 119 01 OR(3 OR HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .875 � r- 1.993 L .062 BOX SCREEN C,',.3)9 TOP RAIL 1.020 --� 1.872 .875 HORIZONTAL SECTION EXAMPLE 1.993 L - .4-x-.062 BOX SCREEN BOTTOM RAIL 1.593 1.020 -� q 1.874 VERTICAL SECTION EXAMPLE BOX SCREEN INTERLOCK .062 .055 .372 BOX 704 SCREEN SNAP-ON BUG FLAP -1.306 -1 1.343 r- 050 .055 111.487 r_ MS BOX SCREEN SILL ADD-ON BOX SCREEN 105 ASTRAGAL ADAPTER - .062 BOX SCREEN SIDE RAIL 1.373 j• -- -r-63 1.833 LI los BOX SCREEN OXO ASTRAGAL ADAPTER 1.081 �-{ 1,487 1.510 BO- X SCREEN HEAD AND JAMB ADD-ON .060 VER• TICAL SECTION • E E• • • • O • • • • • • •. • 1.778 -+aF .050 1, SCREEN FRAME RAIL .765 30 -1.081 11-1 ` p 1.778 .0.0050 SCREEN SIDE RAIL, LATCH r+- .725 HORIZONTAL SECTION EXAMPLE 6;').2SCREEN OXO ASTRAGAL ADAPTER 4.--11.435 ro- .782 .040 ✓� SCREEN VINYL ASTRAGAL ADAPTER • • • •• COFYRIGROCSAI7 PGT IN0U•TRIES.4041 • • ALL BIGHTS RESEjVED• • 1470TBCHNOLOIGYIOR • • rt. \ ICE!FL 34275 • • • (47-480-1Ab4 • CERT. OF AUTO. tzMs .062 FRAME SILL SCREEN ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES. VINYL S• SIDING GLASS DOOR NOA (LM) 10/05/15 E SCREEN DETAILS J ROSOWSKI NOC.j1 NGF•S THIS SHEET. 04/05/17 • • • ••- SGD-5570 • • • • • wl •14TS 20 OF 21 MD -5570.0 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 roduct Control `l IIt1111 7 Olo a .•' LICENSic'. * No. 58705 =13 _�--.cr; .0�'. STA EOF ••;°[ORIDP..•• "/57ONALIE G`' A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • #" ., Part # Description Material 1 19001 2 -Track Head/Jamb Rigid PVC 2 19002 2 -Track Sill Rigid PVC 3 19026 3-1rack Head/Jamb Rigid PVC 4 19026 3 -Track Sill Rigid PVC 5 19027 4 -Track Head/Jamb Rigid PVC 6 19028 4 -Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate 8063-16 Alum. 9 19007 Track Insert 606318 Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6083-T6 Alum. 12 19006A Outer SNI Cover 6063-16 Alum. 13 19011 Sig Track Cover Rigid PVC 17 19032 P -Hook Adapter 6063.76 Alum. 18 19020 P -Hook 6063-16 Alum. 19 19047M Extended Keeper 6063-16 Alum. 20 19029M Keeper 606376 Alum. 21 19014 Reinforcement Bar Corer Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 18037M Fixed Panel Clip 6063-76 Alum. 24 19035M Reinforcement Plate 606316AIum. 25 19017M Top Rail, Bosom Rall end Lockable Reinforcement 6005-T5 Alum. 26 19046 Composite 27 19018M Interlock .300 Reinbrcement Std. 6005-75 Alum. 28 19013M Interlock .400 Reinforcement, HD 8005-75 Alum. 29 19019M Astragal Reinforcement 6006-15 Alum. 30 19083 Extended Pocket Interlock Adaptor 6083-18 Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Add-on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rat Rigid PVC 34 19040 Interior Jamb Cover 6063-T8 Alum. 35 19078 135° Comer Astragal 6063-T6 Alum. 36 19077 135' Comer Astragal Passive Mount 608378 Alum. 37 19079 135° Comer Astragal Cap - Ext. Rigid PVC 38 19080 135' Comer Astragal Cap • Int. Rigid PVC 39 19078 90° Corner Astragal 6083.76 Alum. 40 19081 90" Corner Astragal Cap - Ext. Rigid PVC 41 19082 90° Corner Astragal Cap - ht. Rigid PVC # Part# Description Material 42 19085 Sill Riser -(2.1/2') 8063-16 Alum. 43 19022A SIN Riser - (31/2") 6063-T6 Alum. 44 19023A SIN River - (4-1/16") 608376 Alum. 46 19024A Sill Riser • (4.6/8") 6063 -TB Alum. 50 718809W .187" x .320' Flnaaal (Stirs) 6063 T6 AI 51 71695K 1-1/7' x 1" x 3/4" Fin Seal Dust Plug 608316 Al 52 71696 Dust Plug 6083 T5 Al 60 419041 Interlock Clip Cover PVC 61 78163X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 314" Ph. FH SMS @ Roller & Relnf. 85 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 87 78X114FPTX #6 x 1-1/4" Ph. FH SMS wBumper Stop SS 88 716965 Sill Plug PVC 69 78185X Gemini Mortise Lock wilong Trim plate SteaUSS 70 71032XIFPFX 10-32 x 1" Ph.FH MS (fP Lock SS 71 varies Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG IPS Spacer System See Sheet 10 for Materials 76 Quenex Super Spacer nXFwith Hot Mek Butyl 77 Quanex Duraseal 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE -7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1/16" Beveled Bead Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 84 18016 1-3/18" Ogee Bead Rigid PVC 85 71725K Setting Block 112' x 4" x 1/16", 86 +l- 6 dura, Neoprene 88 71726K Setting Block 1" x 4" x 1/18", 85 +/- 5 duro. Neoprene 90 781 PSTX #8 x 1" Ph. PH SMS CO Frame Assembly SS 91 78X114PHPT410X #8 x 1-1/4" Ph. PH SMS al Reid Bar SS 92 710XIPHPT18.8X #10 x 1" Ph. PH SMS @ Rail Support SS 93 71OX116PPX #10 x 1.1/2" Ph. PH SMS ® Fxd. PN. Clip SS 94 710X2.6PHPT18-BX #10 x 2-1/7 Ph. PH SMS ® Rein! Plate/Act. SS 95 7142032.26FPFX #12 x 2.1/4" Ph PH SMS ®Hole. Block - SS 98 710X1.75PPX #10 x 1.3/4" Ph. FH SMS N Ast. Mount SS 97 71OX34PPX #10 x 3/4" Ph. PH SMS © Elit.epkt.lat• • • _ SS • • 98 710X2PPX #10 x 2' Ph. FH SMS at /leper • • • _• • iS • • NOTES: 1) ITEMS #14-16, 46-49, 53-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, COPYRIGHT O2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 1725290 6 • # Part# Description Material 100 12266 Box Screen Top Rail 608375 AI 101 12257 Box Screen Bottom Rail 6063 TS Al 102 12268 Box Screen Side Rail 606315AI 103 64428 Box Screed Interlock 606316 Al 104 17347A Box Screen Snap -on Bug Flap 6063 T6 AI 106 64346 Box Screen OXO Astragal Adapter 608316 Al 108 17349 Box Screen Astragal Adapter 6083 T5 Al 107 19039 Box Screen Frame Sill Add-cn 606316 Al 108 19038 Box Screen Head/Jarr17 Add-on 606318 Al 109 720X1X #14.20 x 1" MS @ Top Fail SS 110 720X112X #14-20 x 1-1/2' MS © Bottom Rail 5S 111 717936 Wstp, .270" x .150' - Fin Seal SS 112 618051< Wstp, .187' x .600' @ Bug Flap Vinyl 113 7SRAZ Standard Roller Nylon 114 7SRAX HDRoter SS 115 varies Screen Locking Hardware Steal 118 419053 Screen Keeper Steel 117 76XIPPA #8 x 1" Ph. PH SMS Steel 118 1892/3/4 Screen Spline - .150" & .166" Vinyl 119 1816421 Screen Clop Fiberglass •STANDARD SCREEN # Part# Description Material 120 12033 Screen Frame Rail 6063 75 Al 121 12026A Screen Frame - Side Rail (Latch) 6063 75 Al 122 17363 Screen OXO Astragal Adapter 6063 T6 Al 123 4853K Screen Vicryl Astragal Adapter • Rigid PVC 124 19012B Frame Sill Screen Add-on 6063 T6 Al 125 6FP95K Bug Flap, 85 +/- 5 duro. • Vinyl 126 78X112PSATS #8 x 1-1/2" Ph. PH SMS (Assembly) SS 127 712027 Corner Key Wheel Assembly (Standard) Nylon 128 712027SS Corner Key Wheel Assembly (HD) SS' 129 varies Screen Locking Hardware Steel 130 710X34PPSDAX #10 x 3/4" Ph. PH SMS ® Screen Asl, SS 131 78X12PPSMSX #8 x 1/2" Ph. PH SMS a DoorAsl. SS 132 1692/3/4 Screen Spline -.145 Vinyl 133 1816420 Screen Cloth Fiberglass •• • • • •• • • • • ••• • VISI �L>CLAS BOR :O4(14%• d 10/05/15 PARTS LIST J ROSOWSKI ISO CIWICES THIO SHGF•T• •• •• •• •• •• 8 • • 1• • • • • • • • A • • • • • • • • • ••• • 8A 9G13-5570 A 04/05/17 NTS •t 21; 21 0...MD-656760.0 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Da 4/14/2021 ey Mia D A. LYNN MILLER. P.E P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive 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 revoke this acceptance, if it is determined by Miami -Dade County Proi ucL Controj Section that this product or material fails to meet the requirements of the applicable•12i i1dptg code. This product is approved as described herein, and has been designed to comply y it1 the Floi:i'I tiilding • Code, including the High Velocity Hurricane Zone. • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy DESCRIPTION: Series "HR -5510" PVC Horizontal Rolling Window — L.M.I. • • • • •••• • APPROVAL DOCUMENT: Drawing No. MD-HR5510.01 titled "Horizontal Re.—„1,,M", shrrets.1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manafac4 er, signedrat d sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Cor frol:R:vision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product•Contrfll��yion. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•eity, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OfficialJ This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • MIAMI-DADE COUNTY APPROVED NOA No. 17-0411.08 Expiration Date September 24, 2020 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD -1185510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispacc•iG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT: spacer sys*tesu a11d XL EdgeTM spacer system at insulated glass, prepared by Fenestrafion Testin Libolatory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8910,• datetl 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idairrns Orte$a, t'.E. • (Submitted under previous NOA No. 16-0714.17) •.... • . 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading pet FBC TAS•20!-94 3) Water Resistance Test, per FBC, TAS 202-14 • : • : • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and;TAS102-9;1 ' • • • 5) Large Missile Impact Test per FBC, TAS 2011,-.9'4 : .. . • . 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) • .• • • L E-1 Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc.; Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.••;. (Submitted under NOA No.15-0903.10) . . • .... • 2. Glazing complies with ASTM E1300-09 : . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourm.S. ER). . . 1• ••• . . . E. MATERIAL CERTIFICATIONS • • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ametfel'tnc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", ated Dit}9F17, expiring on 07/08/19. •• • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. forttheir • • . . • . "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. E-2 Jorge M. Plasencia, P.E. Prytthct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 { PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS•.••••• 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industrie, Iiic:for their Series "HR -5510" PVC Horizontal Rolling Window - L.M.I., approved tor 09/01;fl and expiring on 09/24/20. E-3 •. • • •• • •••• • • •• •• • • •• • • • • d • •• • • • • •• • • • • • • • • • • • • •• • • • • • • • • •• • •• • • • • • • Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 2-5 ANCHORS. SEE CLUSTER DETAILS SHEET 5 8" MAX. + I -"°— A SEE '— SHEET 3$ EQUALLY SPACED ANCHORS PER TABLES 17-22 — 12-3/4° MAX. O.C. B, E SHEETSES 76" MAX BUCK HEIGHT SEE SILL WEEPHOLE / DETAILS, SHEET3 BETWEEN WEEPHOLES 75 MAX. BUCK WIDTH B ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C, SEEr SHEET 4+ 1 SEE SHEETS 9-16 SEE SILL WEEPHOLE DETAILS. SHEET4 1-1/4" MAX SEE SHEETS 9-16D. SEE SHEET / 4- 10'MAX t i--' . . • O a� X / X I I / I 115.67" O / X 4' 0.C. �{ BETWEEN WEEPHOLES 75' MAX. BUCK WIDTH ELEVATION FOR FOR TYP. FIN OR J -CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN L. 72" MAX. BUCK HEIGHT -4-- 3" MAX. D DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 LARGE & SMALL MISSILE IMPACT RESISTANT 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 15.85" _ 18.94" MAX O.C. 8' MAX. _a �_ MAX O.C. r ; 9, SEE E, SEE SHEET 3$ EQUALLY SPACED ANCHORS PER TABLES 23-27 _ 11 _ 1__ 8' MAX SEE SLUT—, WEEPHOL / DETAILS. SHEET 3 GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED 10 PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM 01300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. • 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3°5 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.11-15 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO W000. ANCHORS 11 -IAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, X0, XOX), SIZE, GLAZING OPTION FROM (TABLE 1)A140 REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. - 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL. FINIJ-CHANNEL INSTALLATION. 41 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. • • NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, • INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. • • ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USED: K 42017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 42014 FLORIDA BUILDING CODE (FBC). 5TH EDITION ▪ ASTM 01300-09 •ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 • AISI S100-12 • AISC 360-10 GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS & ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEGBOX 3 INSTALLATION, INTEGRAL FIN &J -CHANNEL 4 GLAZING DETAILS. 5 DESIGN PRESSURES 6-8 ANCHOR QUANTITIES 9-16 EXTRUSION PROFILES & BOM17 ASSEMBLY 18 •,s'N't* 1Y. N41,,'�4 • • •.2'1.,.11, 'jr• ��� .•• 3 55 ' • - 1070 TECHNOLOGY DRIVE • '%FORIOR ••'•(K�1 N. VW V-. FL W275 , R: G,a (94 • • •'7/! /1 •1 '" • mic/Pa I�SERV 1 O.IO • • �. LY I Ik P.E. • • CI�2T. ofte. 829298 • PEA X16 • • • •• Revised 9y: JR Defer 03/27/17 Revh(nn: UPDATED TO FBC 2217. ADDED NOTE TO ANCHOR OTT. TBLB. Revised By: Data Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-NO. 17-0411.08 Expiration Date 09/24/2020 By i! Nlaml-D - Product Con of Description: GENERAL NOTES & ELEVATION Drown 9/1 J ROSOWSKI Tido HORIZONTAL ROLLER - LM Dab: 05/15/15 Series/Ilodeh. HR -5510 Scale: NTS Sheet: 1 -OF 18 Drowk5 No. ' MD-HR5510-01 Rer. B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 3 1 E 63' BUC HEIGI MAX.O.C. / X I I / I 115.67" O / X 4' O.C. BETWEEN WEEPHOLES 140' MAX BUCK WIDTH --- B •--.--3" MAX' SEE SLUT—, WEEPHOL / DETAILS. SHEET 3 GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED 10 PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM 01300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. • 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3°5 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.11-15 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO W000. ANCHORS 11 -IAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, X0, XOX), SIZE, GLAZING OPTION FROM (TABLE 1)A140 REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. - 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL. FINIJ-CHANNEL INSTALLATION. 41 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. • • NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, • INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. • • ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USED: K 42017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 42014 FLORIDA BUILDING CODE (FBC). 5TH EDITION ▪ ASTM 01300-09 •ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 • AISI S100-12 • AISC 360-10 GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS & ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEGBOX 3 INSTALLATION, INTEGRAL FIN &J -CHANNEL 4 GLAZING DETAILS. 5 DESIGN PRESSURES 6-8 ANCHOR QUANTITIES 9-16 EXTRUSION PROFILES & BOM17 ASSEMBLY 18 •,s'N't* 1Y. N41,,'�4 • • •.2'1.,.11, 'jr• ��� .•• 3 55 ' • - 1070 TECHNOLOGY DRIVE • '%FORIOR ••'•(K�1 N. VW V-. FL W275 , R: G,a (94 • • •'7/! /1 •1 '" • mic/Pa I�SERV 1 O.IO • • �. LY I Ik P.E. • • CI�2T. ofte. 829298 • PEA X16 • • • •• Revised 9y: JR Defer 03/27/17 Revh(nn: UPDATED TO FBC 2217. ADDED NOTE TO ANCHOR OTT. TBLB. Revised By: Data Revision: PRODUCT REVISED as complying with the Florida Building Code NOA-NO. 17-0411.08 Expiration Date 09/24/2020 By i! Nlaml-D - Product Con of Description: GENERAL NOTES & ELEVATION Drown 9/1 J ROSOWSKI Tido HORIZONTAL ROLLER - LM Dab: 05/15/15 Series/Ilodeh. HR -5510 Scale: NTS Sheet: 1 -OF 18 Drowk5 No. ' MD-HR5510-01 Rer. B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Glass Type V __ -_ ... __ Description (Listed from Exterior to Interior) 5 718" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lttes o11/8" A Glass with .090" PVB Interlayer 8 718" Laminated I.G.: 1/8" T Exterior Cap + 7116" Air Space + 5/18' Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 8 7/8' Laminated LG.: 3/16" T Exterior Cap + 3/8" Alr Space + 5/16" Laminated; (2) Utes 011/8' A Glass with .090" PVB Interlayer 10 7/8' Laminated I,G.: 1/8' T Exterior Cap + 7/16" Alr Space + 5/16" Laminated; (2) Utes 011/8" H Glass with .090" SG Interlayer 11 7/8° Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG interlayer 12 7/8" Laminated I.G.: 3/16' T Exterior Cap + 3/8" Air Space + 5/16' Laminated; (2) Lites of 1/8" H Glass wtth .090" SG Mieriaye r 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 114' Air Space + 7/16' Laminated; (2) Utes of 3/16" A Glass with .090" SG Interlayer 16 7/8' Laminated I.G.: 3/16' T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass wtth .090" SG Interlayer SEE SHEET 6, TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAUE INDEX. THE FRAME Group Anchor Substrate Mtn. Edge Distance Mln. Embedment' A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) . 7/16" 1-3/8" Steel, A38" 3/8" 0.050" Steel Stud, A653 Gr. 33" 3/8" , 0.0451' (18 Ga.) Aluminum, 6063-T5" 3/8" 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8' Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C90) 2-1/2' 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (50=0.55) 9/16' 1-3/8' Sleet, A36' 3/8' 0.050' Steel Stud, A653 Gr. 33" 3/8° 0.0451° (18 Ga.) Aluminum, 6063-T5' 3/8" 0.063" C 1/4" steel UBracon Concrete (min. 2.85 ksi) 1° 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel CretehexConcrete (min. 3.35 kali 1" 13/4' t1/4" steel Ultracon ..,. Concrete (min. 2.85 ksi) 2-1/2" 13/4' 1/4" steel Ultracon P.T. Southam 16WS-0.55 1"--- 1 1 - ! 1/4" steel Cretelex ' Concrete (min. 3.35 ksi) 1-3/4" D2-1/2' 1/4" steel Cre:tefiex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' P.T. Southern Pine (83=0.55) 1' 13/8' 1/4" steel AggreGator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8' 1/4" steel Aggre-Gator P.T.Southern Pine (SG=17.55) 1" 1-3/8" Grouted CMU, (ASIM C-90) 2" 2" Group Anchor Sub0ra0e Min. Edge Distance Min. Embedment' E 2-1/2 x .131" Common Nail P.T. Southern Pine (5G=0.55) 3/8" 2-7/16" F 2-1/2" Ringahank Roofing Nail P.T. Southern Pine (53=0.55) 3/8" 2-7/16" #10 Tn6ehead SMS (steel, 18-8 S.S. or410S.S.) P.T. Southern Pine (SG=0.55) 1/2" 1-3/8' Aluminum, 0083-T5' 3/8" 0.050' Steel Stud, Gr. 33' 3/8" 0.0451' (18 Ga.) Steel, A36' 3/8" 0.050' #12 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG0.55) 9/16" 1-3/8" Aluminum, 6063-T5" 318" 0.063" Steel Stud, Gr. 33' 3/8" 0.050" Steel, A36' 3/8" 0.050" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A"= ANNEALED H = HEAT STRENGTHENED T = TEMPERED "PVB' = .090" TROSIFOL® PVB BY KURARAY AMERICA INC. "SG" = .090" SENTRYGIAS® INTERLAYER BY KURARAY AMERICA INC. IGLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. • ?Medal Mn. Fy Min. Fr Steel Sum 92 ksi 120 ksi 188 Screw 60 kat 95 ksi 410 Screw 90 ksi 110 ksi Elco AggreGator® 57 kaf 96 ksi Elco Uhl:Cone 155 ksi 177 WI 410 SS Eloo CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 kei A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 kei INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. THIS SHEET. ALL W000 BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. DEX OF INSTALLATION METHODS PER FRAME TYPE Frame Type* (see Fig B) Glas Options (see Table 1) Inahtlatlon In Hatlne Substrate Option Detail Sheet J -Channel (61) 1 4 Through the integral 90 ....Into 2X Wood Frame/Buckstrip - sheet 4, option 5 ....Into Metal - sheet 4, option 8 Through the home deo window ....Into 2X Wood Frame/Buckstdp - sheet 4, option 8 ....1010 Metal - sheet 4, option 7 Flange (#2) 1 4 Through the frame of the window ....into 2X Wood Frame/Budcetdp - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Bu ckatdp Into ConcreterCMU - sheet 3, option 3 ....Into Metal - sheat 3, option 4 Integral Fin (M) 1 4 Through the Otegrel On ....1110 2X Wood Frame/Buckstdp - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the fame oflhe window ....kilo 2X Wood Frame/Buckstrip - sheet 4, option 6 ....into Metal - sheet 4, option 7 Box / Equal -Leg OM) 1 - 4 Through the frame of the window ...into 2X Wood Freme'Buckstdp - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Bucksirip IMO COOCIOIe/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 FIGURE B: FRAME TYPES • • •• Revised By: JR Dec 03/27/17 RareMom NO CHANGES THIS SHEET. Reefeed By: oats: Review: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Pete 09/24/2020 By Miamu-0 a Product Control • 1070TEC•WOLOGY DRNE N. Wong -E. FL 64275 (64149046W • CCPYR6M0267 Per essmmlES, INC. ALL Rhone IEBER'J® c.oP 829296 G ASS/ANCHORS/FRAME OPTIONS hal.: HORIZONTAL ROLLER - LM arawe By J ROSOWSKI Oats, 05/15/15 Swrw/Madd: HR -5510 Scale: Shaer: NTS 2 OF 18 Drawing No. MD-HR5510-01- Rer. B ••• • • • • ••• • • • • •• •• •• • • •• • •• •• •••• •• •• •• • • • •• • •• • • • •• • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • hl4 0BOX I FLANGE .�i QUL- INM -- J•CHANNEL INTEGRAL ■r NW i n IF fir • • •• Revised By: JR Dec 03/27/17 RareMom NO CHANGES THIS SHEET. Reefeed By: oats: Review: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Pete 09/24/2020 By Miamu-0 a Product Control • 1070TEC•WOLOGY DRNE N. Wong -E. FL 64275 (64149046W • CCPYR6M0267 Per essmmlES, INC. ALL Rhone IEBER'J® c.oP 829296 G ASS/ANCHORS/FRAME OPTIONS hal.: HORIZONTAL ROLLER - LM arawe By J ROSOWSKI Oats, 05/15/15 Swrw/Madd: HR -5510 Scale: Shaer: NTS 2 OF 18 Drawing No. MD-HR5510-01- Rer. B ••• • • • • ••• • • • • •• •• •• • • •• • •• •• •••• •• •• •• • • • •• • •• • • • •• • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. FLANGE FRAME SHOWN EDGE DISTANCE TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EMBEDMENT L 3L_1LJ Li BUCK HEIGHT WEEP NOTCHES 3/4" X 1/4' 1.1/4"X 1/4' VISIBLE LIGHT HEIGHT EXTERIOR (DOR (SEE SHEETS 6-8) TYPICAL FOR ALL SASH FIXED LRE OPERABLE SASH 1/4' MAX SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL #10 OR #12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. DADE APPROVED MULLION FBC COMPLIANT' ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2 �t` ; =;� .1 00 FLANGE FRAME SHOWN as SEE INSTALLATION NOTES SHEET 2 21 OROOR (SEE SHEETS 6-8) TYPICAL FOR ALL "XO' OR 'or SASH —+{ 1/4' MAX. SHIM0 0 ®i ® 0 t mIpIP1 m Ifl ill IIIA 1/4" MAX SHIM —� INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. FLANGE FRAME SHOWN VISIBLE LIGHT WIDTH 24 OR 25 ORQ (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR -or FIXED MEETING RAIL EXTERIOR EQUAL LEG FRAME SHOWN BUCK WIDTH HORIZONTAL SECTION A -A (OX) OPERABLE SASH OPERABLE SASH EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. \J (1) AT MID -SPAN OF INTERLOCK (1) 3-1/2" FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/RAILS (SEE SHEETS 7-8) TYPICAL FOR ALL °XOX" SASH EQUAL LEG FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. VERTICAL SECTION B -B 1/4" MAX SHIM t EMBEDMENT EDGE DISTANCE (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL VISIBLE LIGHT FORMULAS (EQUAL -LITE, XO & OX) • WIDTH: BUCK WIDTH /2-4.1/4" • HEIGHT: BUCK HEIGHT -7.1/4' • • • • • • ••• VISIBLE LIGHT WIDTH 42 EXTEERK)R BUCK WIDTH HORIZONTAL SECTION E -E (XOX) ,,11r+i�;;r, I TION AS PER SECTION A -A ABOVE • • `•J��p•��cN.y:. LYNN i * ; • Ne.68F06• R ••- ~po�a2A 117- :a; :S' . ✓-'S� 4. • •' N`` • 1i ' Ab E••` • .Illl•1111L• • • • A. LTh$MILFR, P.81) • • P.EJ168705 • EQUAL -LEG FRAME SHOWN Revised By: JR Dote: 03/27/17 Revision: NO CHANGES THIS SHEET. Revised BY: Odor Revision: PRODUCT REVISED as complying with the Florida B uilding Code now -No. 17-0411.08 Expiration D . 0 24/2020 B y Miami . e Product Control 1070 TECHNOLOGY DRIVE Nl1ENICE, Fi 34278 (94W04eo-1600 • coP u Nr I2ov•GT us E3, AHG • ALL•Iciri RESERVED PRT.? .&TH. 129298 Deeeription: FLANGE & EQUAL-LEG/BOX FRAMES Drown Dy. J ROSOWSKI T,tre: HORIZONTAL ROLLER - LM Dote 05/15/15 Sanwa/Model: HR -5510 saes. NTS Sheet: 3 OF 18 Drawing No. MD-HR5510-01 B. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J -CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2. J -CHANNEL FRAME SHOWN BUCK HEIGHT 1 0 H- EMBEDMENT EDGE DISTANCE VISIBLE LIGHT HEIGHT EXTERIOR a }U 1_JL FIXED LITE VISIBLE 21 R 22 OR 23 LIGHT HEIGHT (SEE SHEETS 6-8) TYPICAL FOR ALL SASH 0 en I' v . I (10 IN 1 FRAME N 1111 Igr O CHES 0 �1 SHOWN 314' X 1/4" � MI r■mi o ,_ OPT. 13 OPERABLE SASH INSTALLATION OPTION 7 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) #10 OR #12 STEEL SMS (05), SEE TABLE 2, SHEET 2. .1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. 1-1/4' X 1/4 FIN FRAME SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER — SUBSTRATE, SEE SEE TABLE 3, SHEET 2. t anonr� DADE APPROVED MULLION, FBC COMPLIANT ALUMNUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 8 3, SHEET 2. oo SEE INSTALLATION NOTES SHEET2 1/4' MAX. SHIM 21 R 23 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR'0X" SASH 30 OPERABLE SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. EMBEDMENT C-_ FIN AND/OR FLANGE MAY BE REMOVED IN -FIELD OPERABLE SASH f FIXED UTE 85 VISIBLE (° LIGHT WIDTH 24OR28O (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL 0 -0 42 0 BUCK WIDTH HORIZONTAL SECTION C -C (OX) 30 16 0 Q ®141: I' ■ 0 0 FIXED e im LITE 1 i 87 0 0 (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL E1/4" MAX SHIM EDGE DISTANCE ---1 EMBEDMENT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- - STRIP. SEE NOTE 2, SHEET 2._ VERTICAL SECTION D -D O (1) AT MID -SPAN OF INTERLOCK (1) 3.12" FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/RAILS VISIBLE LIGHT FORMULAS (EQUAL -LITE, XO & OX) 4 WIDTH: BUCK WIDTH / 2 - 4-1/4' • HEIGHT: BUCK HEIGHT - 7-1/4' • • • • Mo. 687•0•? • . • -• 5AriF4V VISIBLE LIGHT WIDTH BUCK WIDTH EXTERIOR OPERABLE SASH 0.R0 (SEE SHEETS 7-8)/ TYPICAL FOR ALL "XOX' i 43 SASH 0 VISIBLE LIGHT WIDTH - 72 0 EXTERIOR 11 0 FIN FRAME SHOWN 7 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT ANO _EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 8 ANCHORED THROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR#12 STEEL SMS G5), SEE TABLE 2, SHEET 2. i/ Toj HORIZONTAL SECTION C -C (XOX) INSTALLATION AS PER SECTION D -D ABOVE .1111111111//ry • • ‘��Qk( WV. '�•'• 1s • • • •• 6-t ••�� . • E1 • • 1.S/ONA(e 4.4 • fll 1 111 • - • • • A. LYNNMILtER, P.•. • • P.E.065705 • J -CHANNEL FRAME SHOWN Relined By. JR Dote: 03/27/17 Revlskve NO CHANGES THIS SHEET. Raised By Data: Raison: PRODUCT REVISED 16 Bondcompyinging Coodd• with theFlorida NOA-No. 17-0411.08 Expiration Da • 9/24/2020 By Mlami-Da •' roduct Control 1070 TECHNOLOGY DRIVE NIVENICE, 74.34275 (941}480-16°0• caiPoG11T•20I*GT EDUSTRIES. NL. • ALIN16rl! RESER/® J -CHANNEL & INTEGRAL FIN FRA Drown By: MES J ROSOWSKI TIBe: HORIZONTAL ROLLER - LM Dote: 05/15/15 :RT. RUTH. 629296 Series/ModM: _ HR -5510 Scokx NTS Sheet •4 OF 18 Oroeing No. MD-HR5510-01 Res. 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS 1/4" NOM. 7e KODISPACE r;;) 4SG TPS —INT. GLASS HOT -MELT BUTYL 3/16' NOM. 77SUPER SPACER®NXT'°' NT. GLASS. ALUMINUM REINFORCEMENT 5/16' NOM - BUTYL & DESICCANT FOAM EXT. GLASS POLYISO- •BUTYLENE SEAL DURASEAL® Ta SPACER INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL ROLL -FORMED STAINLESS STEE EXT. GLASS XL EDGE (--) SPACER INT. GLASS 5/16" NA PVB 7/16" AIR SPACE 1/8" A GLASS EXTERIOR 7/8" NOM. 5/16" I-t/H SG • 7/16' AIR SPACE 1/8" T GLASS aEXTERIOR 76-79 GLASS TYPE 5 EXTERIOR 76-79 GLASS TYPE 10 1/2' NOM.OLASS BITE TYP. TYP. GLAZING DETAIL Parte Description Material 76 Komm ening 4SG TPS Spacer System 77 Guanex Super Spacer nXT wen Hot Men Butyl Sea this Sheet br 78 ()tram Dumseel Spacer Materials_ 79 Canlinal N. Edge Spacer REFERENCE TEST REPORTS: FTL-8717, —a1 T/8" NOM 5/16" NA PVB ,� 7/16" AIR SPACE I 1/8" T GLASS aEXTERIOR 12I) MI II GLASS TYPE 6 7/16" NA SG 1/4" AIR SPACE 3/16" A GLASS aEXTERIOR 7/8" NOM. 5/16" H/H SG •� 3/8" AIR SPACE 3/16' A GLASS a EXTERIOR GLASS TYPE 11 718' NOM. "A" = ANNEALED 91" = HEAT STRENGTHENED T = TEMPERED PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, IN� "SG" = .090" SENTRYGLAS8 INTERLAYER BY KURARA4 AMERICA, INC. • • FOR LAMINATED GLAZING COMPONENTS, SEE TABLE*, SHEET 2. • 7/8" NOM. r 5/16" A/A PVB �� 5/16" A/A PVB rill 3/8' AIR SPACE ' 3/8" AIR SPACE 11 3/16" A GLASS 3116" T GLASS a EXTERIOR a EXTERIOR 1221 .k 1 .2/ GLASS TYPE 7 GLASS TYPE 8 5116" HM SG 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 7/8' NOM r— GLASS TYPE 12 7/8" NOM. 7/16" NA SG� 1111 1/4" AIR SPACE 3/16" T GLASS <] EXTERIOR GLASS TYPE 15 17: • �.�i•�,1Y•LYIWygv . • • �`t1�?111C�E ���i• •; Q:ta• • • •••. .• ;• • i • i * i • Nd! • i • • : *C —▪ O fit �y • - STA O .• 1,. 1070 TECHNOLOGY DRIVE - Fi 34275 (94$-480. 00 • COF•ROAL 613Hip 73 W ammo. gm • AIL•toH• RESERVED • • . 7,,/OI AAII��L,•,,EN Is • • • • A,YNI•MILER, P.■ • — • • P.E.068705 • GLASS TYPE 16 7/16" NA SG 5116" AIR SPACE 1/8" T GLASS aEXTERIOR 718' NOM. ra— IGLASS TYPES 5, 7. 11 815 MAY NOT BE USED W THE • HVHZ ABOVE 30. 'GLASS TYPES 10-12 814-16 MAY NOT BE USED WITH .I -CHANNEL OR INTEGRAL • FIN FRAMES GLASS TYPE 14 • /Weed By: Don: JR 03/27/17 Romblon: NO CHANGES THISSHEET. Revised By: Dote: Revision: PRODUCT REVISED as complying with the Florida Building Code NOEL -No. 17"0411.08 Expiration Date 09/24/2020 By MI Mlaml-0a roduct Control GLAZING DETAILS Oven By. J ROSOWSKI 05/15/15 Sheet: Crowing No. Rev 5 OF 18 MD-HR5510-01 B ,Rn: HORIZONTAL ROLLER WINDOW - LM �ERT.1-101-1TH. #28296 S.4se dot HR -5510 Scan: NTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • Index to All Design Pressure and Anchor(uantlty Tables Design Pressure (lbelft2) for XO or OX Windows Max. Max. Glass Rein( Design Pressure Anchor Mandy C5110 Widh Heigh - Type led 0_00_l�0_ EMI 5-8 m 75" 0 ®or MillE _0_I0__�_ OX ® MEM 01116MILIIII0' 76 10-12 0®00� 75" 14 - 16 liv®liv_ 1101:111111EXIIIIIENIMINIIIINIEMMDM 120" 83" EMI 0®0®® >DX WEEMM0A■v0 a., '®0®00® 140" r— 4' MAX. O.C. /5 -ANCHOR //1 CLUSTER DETAIL 4" MAX. O.C. ---y 4 -ANCHOR CLUSTER DETAIL 4' MAX. O.C. —+ 1 hs— B' MAX. O.C. y� 4' MIN. O.C. 3 -ANCHOR CLUSTER DETAIL 2 -ANCHOR CLUSTER DETAIL TABLE 6: Glass Types 5-8 Design Pressure (lbelft2) for XO or OX Windows Reint. Level Rt All Buck Heights up to 54" All Buck Widths up to 75' +50 /-50 SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) HEADER ExTER SASH HEIGHT SASH WIDTH I MEETING RAIL ED FEZ• JA JAp-0 MB E, EXTERCR NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)114-112.1/4" AND "1/31/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS • FALL WITHIN THE SASH WIDTH RANGE IN THE. •• ADJACENT COLUMN. 'CUSTOM INDICATES • THAT NO STANDARD SASH CONFIGURATIONS • FALL WITHIN THE RANGE. • • • • • • \1 1111111 1 1 j, • • ..01•1731V4; 'A • • ��'1tENaF'!�e• �• • Q••••''t;• 0- 0••=•* : • N45810B • ••: *i• •• ;Ao : gA of I.7-: 4; _ Xs 4(/\ 1070 TECHNOLOGY DRIVE lrPss' c°w.P.- °14 woi� T75 HORIZONTAL ROLLER - LM r • /' /i'Owi41 `e1 I • eaMTaoxr ��® . INC smw/Mod.e scam: meat: • S A. IYNY MILyER, • �tgrAw UTFL 029 6 HR -5510 NTS - 6 OF 18 • P.E.ry68705 • • TABLE 7' Glass Types Design Pressure (IbsMt2) 5-8 for XO or OX Windows Reid. Level R2 AN Buck Heights up 10 54' All Buck Widths up to 76' +65 /-70 SEE TABLE 18 FOR ANCHORAGE NEM�p� 111111111.11 111 111 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENTIr (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) EXTER HEADER SASH HEIGHT 1 im r SILL RMood Bo Dots: JR 03/27/17 RMelor, CORRECTED TABLE 5. Revised By: Dote: Reralan: PRODUCT REVISED as complying with the Florida Building Code NM -No. 17-0411.08 Expiration D•t•09/24/2020 By Mia oduct Control DES GN PRESSURE TABLES Drown By: J ROSOWSKI Dam: 05/15/15 Dnavitog MD-HR5510-01- -B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES a CONFIGURATIONS) TABLE 8: GIee. Types Design Pressure (Q7s/R2) 5-8 for XO or OX Windows Relit Laud R3 A5 Buck Heights up to 83" AI Buck Widths Is to 75 +50 /-50 SEF TABLE 19 FOR ANi HORAGE • Glass Types 5-8 Sash 00199+160011 Sash Width Range On) Design Pressure (Ibslft2) for XOX Windows R 0 Level R3 Window Buck 119951 aa" 54" 83" 35-1!4^ %-"A-)i 11.391 - 11.391 +50.0 50.0 +500 -50.0 +50.0 -50.0 38" 34-34 -14 12.308 -12308 +50.0 -50.0 +50.0 -50,0 .50.0 50.0 45718" h'34 11.391 -13.397 +50.0 -500 +50.0 -50.0 .50.0 50.0 ii -1/5--/. 13.398 - 14.883 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 47-314 34-34-X 11.391 - 12.297 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 ;4444s 12290 -15559 +50 0 -500 +50.0 -50.0 +50.0 50.0 • Lit 52-118" Custom 11.391 -12.010 +500 500 +500 -50.0 +50.0 -50.0 )4-3444 12017 - 13.397 +50.0 50.0 +50.0 -50.0 +50.0 50.0 "A -34 -ii 13.398 - 17.018 .50.0 -50.0 +50.0 -50.0 +50.0 -50.0 R is 00" t34-34-%s Custom 11.391 - 13.397 +50.0 -500 +50.0 50.0 +50.0 -50.0 34-4 13.398 - 15.380 +50.0 -50.0 .50.0 -50.0 +50.0 -50.0 15.301 .19.841 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 75" 0161.16 11.391 - 13.397 +500 500 +50.0 -50.0 +50.0 50.0 14-14-% 13.398 - 19.110 +50.0 -500 +50.0 -50.0 +50.0 -50.0 4-34-34 19.111 - 24 041 +50.0 -500 +50.0 -50.0 +50.0 50.0 96" Custom 18.300 - 19.397 +50.0 500 +50.0 -50.0 +49.1" -49.1" 14-4-y4 19.398 - 24.380 .50.0 -50.0 +50.0 -50.0 +50.0 -50.0 Custom 24.381 - 30.300 +59.0 -50.0 +50.0 -50.0 +50.0 -50 0 120' y+-34-% - 30.300 +50.0 -500 +50.0 -50.0 +491" 49.1 +50/50 FOR GLASS TYPES 6-8 '• MIN. SASH SIZE = WINDOW WIDTH - 5928 2 `11.1\111111111' . • •`s �rN.N;?' • - � .`cEN•yill s .4 :• ..Irs•• • •- * • 'W 5405• 7fj •• W'.-�loioTEcHN�oGvD50vE . F,�• L l1DP�" OQ , .� , N•W�_I9E. F 34275 • �/, t9/ ' 1.` (94W30- • • .1.11-•"` i `111 s•` COP�d01BiU6 017/0TOD1RIE8. MIC. • ALLgION1iREBHiV® • • A. LYN MIU4R, 94 • • 9E90706 • a RiT.(9F Atrni. 029298 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. • 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. • 4 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • • 4)"1/4-1/2-1/4" AND "1/3-1/3-113' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH • RANGE IN THE ADJACENT COLUMN. "CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN - • • THE RANGE. • SEE TABLE 23 FOR ANCHORAGE • •• fraT Revised By JR ReHa.d By: Dote: ReviNere 03/27/17 NO CHANGESTHIO SHEET. Date Rel4tiun: PRODUCT REVISED as complying with the Florida Building Code NOw--No. 17-0411.08 Expiration D•t•09/24/2020 By Edam Control DES N PRESSURE TABLES 7501 HORIZONTAL ROLLER - LM Drown By J ROSOWSKI 05/15/15 Seri's/Model: soak Sheet HR -5510 -NTS - 7 OF 18 No. Rey MD HR5510-01- B ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ABLE 10: 01a80Types Design Pressure (Ibstft2) 6-6 for XO or OX Windows Relyd Lewl R4 At Buck Heights up to 72" AN Buck Widths up to 7Y +$0I-50 SEE TABLE 20 FOR ANCHORAGE Glass Types 5-8 Design Pressure (Ibsift2) for XO or OX Windows Rein! Leval Window Buck Heghl R4 48" 54' 63' 25-1/2" +85.0 -70.0 .85.0 -70.0 .65 .0 -700 V 28" +65.0 -70.0 +65.0 -70.0 +85.0 -700 36" +650 -70.0 .65.0 -70.0 +85.0 -70.0 m 42 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 A 48" +650 -70.0 +65.0 -70.0 *85.0 -70.0 60" � +85.0 .70.0 .65.0 -70.0 +65.0 -70.0 75" .85.0 .70.0 +65.0 -70.0 +64.3' 54.3 • +65/-70 FOR GLASS TYPES 6-8 SEE TABLE 21 FOR ANCHORAGE Glass TypesWcIth ,o -t2 uradon jra Sash Rarga na) Design Pressure (Ibslft2) for XOX Windows Relnt. l R4 WIndow Buck FIBIQht.-__.___ 63' 49' Window Buck Width w$mN4'4""cii 64' L 60" 3 60' Custom 11.391 - 13.397 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 y_y_y 13.398 -15.360 +810 -110.0 +65.0 -110.0 +65.0 -110.0 )4-34-% 15,361 -19.841 +65.0 -110.0 •65.0 -110.0 +610 -110.0 75'Ya-)4-Y. ' Custom 11.391 - 13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 +85.0 13.398 - 18.110 +85.0 -110.0 .65.0 -110.0 +85.0 -110.0 )i -Y/. -%e 19.111 -24.641 .65.0 -110.0 +65.0 -110.0 +65.0 -110.0 m 1 Sr 3 Custom 17.641 -19.397 +85.0 -110.0 +65.0 -110.0 .65.0' -104.6• , %-y-y' 19.398 -24.360 •65.0 -110.0 +65.0 -110.0 +65.0' -1095' Custom 24-361 -31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 !(a_31 29.641 -32515 +65.0 -110.0 +65.0 -110.0 +65.0' _104,6' - (120" S_+Ye_3il 32.518-39.841 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 140" Custom •" - 39.641 .85.0 -110.0 +65.0 -110.0 .65.1" -104.6• +65/-110 FOR GLASS TYPES 11 & 12 GI956 Types 10-12 & 14-16 Design Pressure (Ibslft2) for X0 or OX Windows Reinf. Level Window Buds Hdpht R4 54" 63' 76' Window Buck Width w$mN4'4""cii .65.0 -110.0 +65.0 -110.0 +65.0 -110.0 .85 .0 -110.0 +65.0 -110-0 +65.0 -110.0 +65.0 -1150 +65.0 410.0 +65.0 I -110.0 .85.0 -110.0 +65,0 -110.0 +65.0 -110.0 .65,0 -110.0 .65.0 -110.0 .65.0 -110.0 +65,0 -110.0 +66.0 -110.0 +85.0 -939 +85.0 -110.0 +15.0 -103.5 +65,0 -800 EXTENSA •" MIN. SASH SIZE a WINDOW WIDTH -60.72 2 Glass Types 1a -t6 Sash Conigurat60n Sash Width Range On) Design Pressure (Ibsift2) for XOX Windows Retn1. Level R4 Window Buck Height 48" . 54' 63" 60" - Custom 11.391 -13.397 •65.0 -110.0 +85.0 -110.0 +65.0 -110.0 X_35_3 13.398 -15.360 +65.5 -110.0 .65.0 -110.0 +85.0 -110.0 34-%-% 15.381 - 19.641 +86.0 -110.0 +65,0 -110.0 +65.0 -110.0 t g 75' 1 Custom 11.391 -13.397 +65.0 -110.0 *65.0 -110.0 +650 -109.3 X -15-y 13.398 -19.110 +85.0 -110.0 *65.0 -110.0 +55.0 -102.0 34 -%-Ya 19.111 - 24.641 +65.0 -110.0 *85.0 -110.0 +85.0 -102.9 O1 g96" Custom 17.841 - 19.397 +85.0 -110.0 +55.0 -110.0 +65.0 -67.4 X-%-3 19.398 -24.360 +65.0 -110.0 .85.0 -110.0 +65.0 -92.0 Custom 24.361 -31.641: +65.0 -110.0 +85.0 -110.0 *65,0 58.4 120' 3{-)4-% 29.641 - 32.515 .65.0 -110.0 +65.0 -109.8 +65.0 84.3 34-)5-% 32.518 - 39.641 +65.0 -110.0 *650 -105,0 +65,0 506 140' Craton •• -39.641 +65.0 -110.0 .65.0 -105.0 .85.0 -80,0 • SEE TABLE 22 FOR ANCHORAGE 8 • NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE.• • • 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. • • 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ! 4)1/4-1/2-1/4' AND '1/3-1/3.1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WTHIN THE SASH WIDTH RAPT t • IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • l `11µ111111e7 , • • a ,t�Y1Y1yy j • • Q:•• • • ••-,p • t•*.s••No•5 8••5 •• o STA (4,; U•�S F.••fiw-- VA‘ � 7'sv0VSr?: .„-. • • A.1.415%)/A, P.:. • • P.E1658705 • Glass Types 5 & 6 Sash ContpuratIon Sash Wenn ming. Design Pressure (Ibs7R2) for XOX Windows Reim Lew R4 Window Buck 141911 38' 48" 54" 63 60'' C Custom 11.391 • 13.397 +6.5.0 -70.0 .65.0 -70.0 +65.0 -70.0 +65.0 55.3 34-)5-y 13.398 - 15.380 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 15-35-% 15,361 -19.841 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 .65.0 -70.0 3§ y 75" Craton 11.391 -13.397 +65.0 460 +65.0 59.6 +63.3 -63.3 .53.2 -63.2 y -K-% 13.396 -19.110 .65.0 -70.0 +85.0 -70.0 .65.0 .855 +56.2 .562 34-11-% 19.111 -24.641 +65.0 -70.0 .85.0 -70.0 .85.0 -70.0 *65.0 -66.0 96" Custom 18.380 -19.397 +65.0 -70.0 +59.9 -69.9 +55.5 -55.5 +49.1 -49.1 y-)4-31 19.398-24.360 +65.0 -70.0 *62.1 52.1 +58.0 58,0 +50.3 .-50.3 Custom 24.381 -30.360 +65.0 -70.0 *65.0 -70.0 +65.0 87.3 +57,0 -57.0 120' y -y -y '• -30.360 .65.0 -70.0 *59.9 59.9 .55.5 55.5 +49,1 -49.1 • •' MIN. SASH SIZE - rnnwrr 2 iv,n SEE TABLE 24 FOR A es Gla? &78p Sash COM9011,i71) Sash Wdth Rang. On) Design Pressure (Ibs/R2) for XOX Windows Relnt Lewl R4 Window Buck Hebl4 36° . 48' 54' 83 60' fl Custom 11.391 -13397 +65,0 -70.0 +95.0 -70.0 .65,0 -70.0 +65.9 -70.0 34-)4-4 13.398 -15.380 +65.0 -70.0 .65.0 -70.0 +65.0 -70.0 +65.0 -700 06-)444 15.381 - 19.641 +65.0 -70.0 •65.0 -70.0 +65.0 -70.0 +65.0 470.0 1 75' (xatom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +BSO -70.0 +85.0 -70.0 y_'y_% 13.398 -19.110 +65.0 -70.0 +65.0 -70.0 .65.0 -70.0 +65.0 -70.0 %-X-1/a 19,111 - 24.641 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 98' Custom 18.360 - 19,397 +65.0 -70.0 +65.0 -700 +65.0 -70.0 +65.0' 872' y_%_)4 19.396 - 24.360 +65.0 -70.0 .660 -70.0 .65.0 -70.0 +85.0" 86.8• Custom 24.361 -30.360 *55.0 -70.0 +65.0 -70.0 .65.0 -70.0 +65.0 -70.0 126' 34-1444 '• -30.360 +85.0 -70.0 +65.0 -70.0 .55.0 -700 .65.0' 87.2' • +65/-70 FOR GLASS TYPE 8 •• MIN. SASH SIZE = WINDOW WIDTH - 69 28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) IIGLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES Rortood By: Data: &Maim: JR 03/27/17 NO CHANGES THIS SHEET. Revbed 9. Dote: Review.. PRODUCT REVISED as comphing with th• Florida B uilding `ode NOA No. 17-0411.08 E xplratlon Da 09/24/2020 By Blum Pro uc 1077t00T�yT5ECHNF�OLOGY DRIVE W1Pu0• z7s i1. DOISPRIGHT02011,13T INDUSTRIES. Ne. 1RrA3FA 1TH. 029296 • DESIGN PRESSURE TABLES Tito: HORIZONTAL ROLLER - LM Dram BY• J ROSOWSKI Gob: 05/15/15 Serfes/Model: HR -5510 Scab: NTS Shoat: Dewing No. Row 8 OF 18- MD-HR5510-01 - B ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • s s • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17: - Glass Types - Anchor Quandties for XO or OX Windows Max. Anchor O.C. Spacing for "Integral - Anchor Group E Anchor Group F 5 - 8 Sash 36" 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height 30" Height Height Fln', Installation 3.8 4' Width Head a Head a Head a Head a Head d Head b Head O Head Relnf. Level On) m `; 5(11 `; • & Sill a & Sill m & Sill & Sill 19 & 5AI R1 & SIO & Sill & .E10, GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C as comp) In with the Florida �°�• 25-117' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3' FOR OX WINDOWS (XO SIMILAR): Bu°d'"0 NOA-Ne. 17-0411.08 t 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 ANCHOR QUANTITY PER JAMB Expiration Date 08/24/2020 36" 17.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 . 3 2+C3+2 d eMlyam t3 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 HEAD AND SILL ANCHOR QUANTITY: uct Wntrol � to (2)ANCHORSATTHE FIXED SECTION 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL -o 4 60" 29.397 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 + (2)ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. m ADDED NOTE TO ANCHOR 75" 36.897 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 & QTY. TABLES. Anchor Group B Anchor Group 0 25-1/2" 12.147 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, HSCLUSTE SHEET 1 -...— SEE ELEVATION, SHEET 1 zN m al 2g28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+02+1 3 1+02+1 3 1+C2+1 3 R DETAILS, SHEET 6 y 0 "'a 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 — + o o O o 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ^ ESHEET 0 p m g 42" 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 L'' / 0 I Ilii 110N, \� Q Lc } i vl O c to 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, SHEET1 I I MEETING RAIL O U' K O th °- ;o = 5 75' 36.897 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 REPEAT ANCHOR PATTERN AT SILL O o Z 100 R 2 u 0 TABLE 18: SEE TABLE 6 FOR DESIGN PRESSURE = W 7 0 W 9- 1,3 4 W 5 2 'ON Glass Types Anchor Quantities for XO or OX Windows ` FOR XOX WINDOWS: _ANCHOR QUANTITY 1- 6I s ,',=2 .-• a ANCHOR QUANTITY TABL HORIZONTAL ROLLER - LI 1R-5510I1NTSI:A 9 OF 18 5 - 8 Sash 30" Height 38" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height PER JAMB ���+++ o •Z rn o width '° a ° d Head a Head .a Head Head f/ HEAD AND SILL ANCHOR QUANTITY: On) Head Head m' Head Head WE 1+C3+2+C3+1 4 (1) ANCHOR AT THE SASH Reint Level & Sill &Sell &SIII ' & $111 & Sill .•, & Slli &SIII &Sill + A CLUSI hR OF (3) ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group A Anchor Group C + (2)ANCHORS AT THE FIXED SECTION (3)ANCHORS CENTERED AT THE MEETING RAIL H. #21 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE E SASH { $ 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL 38" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 Y B 42" 20.397 Not Allowed 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 —.r 3 -f— SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 m 48" 23.397 1+C2+1 2 Y+C2+1 3 1+C2+1 3 1+02+1 3 y —�{ SEE ELEVATION, SHEET 1 I1 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 r----; ee,l .0",0 sauce : Nm'm'ti.l�ar ' 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 IiC�—'� SEE ELEVATION, 11.11i." ,// Anchor Group 0 X O • I SHEET 1 �.'' LYNN Anchor Group B — ANY ,/(i,� ` '- 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 I+C2+1 • 31 taC2tt a• aELr�ATj(NJ, / "�; 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1t1C2+1 1A�2;1 I" • • SYEE01 •3 • •••�• SEE CLUSTER MEETING RAIL DETAILS, * NO' S Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 ti.e1+1• 1!0X1 •1• • �I.• REPEAT ANCHOR PATTERN AT SILL SHEET S����r 7 �sT1C�E m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOTES: f y- A iE 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1) FRAME DIMENSIONS ARE BUCK WIDTH ',�T . ,... .. �` 0 48" 60" 23.397 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3. 2+0E* ! r • 3 2+Q2+2 •* l t•Ancjlor O.C. Anchor Group F AND BUCK HEIGHT (SEE SHEETS 3 4), SHEETS28-8S AS PER THE FIGURES ON 1o. \ ��FS+ N79��` ///,S)ONAL 11` �' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 oB 46+C2.2 3yy 2•C2e2 $ n r 'Integral- para g g ul111 MIN MUM ANCHOR QUANTITIES SHOWN. .ALL ANCHORAGE MUST ALSO ' SCS T/OLE 7:QR DESIG�,1 FIVSSU • • FIM ' In• Stallatlon • 4" - ROUND UP TO NEXT AVAILABLE WIDTH OR HEIGHT LE WIDTH THE2) FOR SIZESAAVAITLABLE + A. LYNN MILLER, P.E COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. • • • • • • DIMENSION SHOWN ON THE TABLE, PEX58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 19: Glass Types Anchor Quantities for XO or OX Windows 5 - 8 Sash 30" Height 36' Height 48' Height 54' Height 83" Height 30" Height 36" Height 48' Height 54' Height 63" Height Reint Leel Width Gni Head & Sill 2 Head & Sill E Head .i & SIN E Bead 4 & Sill E Head s,g & Sill Je _, Head & Sill 2 Head -i & Sill f Head 4 & SIII .e Head . & SIII E Head 4 & Sill E R3 E Head , & Sill E Head , & Sill E Head . & SIII Anchor Group A Anchor Group A Anchor Group C Window Buck Width I 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36' 17.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+C2+1 4 1+02+1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 .42" 20.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+02+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+02+2 2 2+C2+2 3 2+02+2 4 2+02+2 4 2+C2+2 4 2+02+2 2 2+02+2 3 2+C2+2 4 2+02+2 4 2+02+2 4 75' 36.897 2+02+2 2 2+02+2 3 2+C2+2 4 2+02+2 4 2+03+2 4 2+02+2 2 2+02+2 3 2+02+2 4 2+02+2 4 2+02+2 4 2+02+2 Anchor Group 13 Anchor Group D Window Buck Wdth I 25-1/2" 12.147 1+C2+.1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+02+1 4 28" 13.397 1+02+1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+02+1 4 1+02+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+02+1 4 48" 23.397 1+02+1 2 1+02+1 3 1+02+1 4 1+02+1 4 1+02+1 4 1+02+1 2 1+02+1 3 1+02+1 4 1+02+1 4 1+02+1 4 60' 29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 75" 36.897 2+02+2 2 2+02+2 3 2+C2+2 4 2+02+2 4 2+02+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 c« 4 2+02+2 yew F a CAR 4 2+02+2 nCGIf.N PRFARI 4 IRF Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Group E Anchor Group F 3.5" 4" TABLE 20: Glass Types Anchor Quantities for XO or OX Windows 6.8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 72" Height 30" Height 38" Height 48" Height 54" Height 63" Height 77' Height a Reid. Level Width (n) Head' & Sill 2 Head & sill E Head . & Sill E Head -; & SII E Head 0, & Sill d Head & SII 2 ' Head & Sill 2 Head & Sill E . Head & Sill E Head , & Sill E Head , & Sill E Head . & SIII R4 Anchor Group A Anchor Group C Wndow Buck Wdth I 25-1/2" 12.147 1+02+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+02+1 5 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+02+1 5 1+02+1 5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+02+1 5 1+02+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 38" 17.397 1+02+1 2 1+02+1 3 1+C2+1 4 1+02+1 4 1+02+1 5 1+03+1 5 1+02+1 2 1+02+1 3 1+02+1 4 1+02+1 4 1+02+1 5 1+C3+1 5 42" 20.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+03+1 5 1+C3+1 5 48" 23.397 1+02+1 2 1+C2+1 3 1+02+1 4 1+03+1 4 1+C3+1 5 1+02+1 5 1+02+1 2 1+02+1 3 1+02+1 4 1+C3+1 4 1+03+1 5 1+03+1 5 60" 29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+04+2 5 2+02+2 2 2+02+2 3 2+02+2 4 2+C3+2 4 2+03+2 5 2+C4+2 5 75" 36.897 2+02+2 2 2+02+2 3 2+C3+2 4 2+03+2 4 2+C4+2 5 2+04+2 5 2+02+2 2 2+02+2 3 2+03+2 4 2+C3+2 4 2+04+2 5 2+04+2 5 Anchor Group 13 Anchor Group D ' m m g f 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 1 t- M1+12+16. • 3 01+ i 41 i•09+1 4 1+02+1 5 1+02+1 5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+02+1 5 1 +1 2 1+0211. • el •••• 3. 1.02.1 •4 ti +C2+1 4 1+C2+1 5 t+C2+1 5 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+03+1 5 1+• 2� ,1 +0¢+1. 3. n 1+C2b1 i 174+1 4 1+02+1 5 1+C3+1 5 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+03+1 5 1+03+1 5 1+C2+1 2 1+C2+1 3 .1+C2t1 4 •1102+1 4 1+03+1 5 1+C3+1 5 48" 23.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+03+1 5 1+C3+1 5 1+02+1 2 1+02+1 3 1+02+1 4 1+C3+1 4 1+C3+1 5 1+03+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+02+2 4 2+C3+2 4 2+03+2 5 2+C4+2 5,;+C2-1.2. r2 2+C212 i ,2:C2+2 +2+03+2 4 2+03+2 5 2+04+2 5 75" 38.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 2102+2• • • - 2 2+0E+2. • i 3 •2+C3+2 4t • • 2+Q • S1 4 2+C4+2 TARI F 1n FIIR 5 2+C4+2 5 fESIGN PRESSURE • _ • • • • •. . •- •• • MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THEjLEVAT1at�S. •• • • s • • • •• •- • Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Group E Anchor Group F 3.2" 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT,- SHOWN, OT,SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 6y Mum' Product product Control ADDED NOTE TO ANCHOR OTY. TABLES. REMOVED GLASS 5 FROM TABLE 20. LO tf Lo O 6100 ANCHOR QUANTITY TABLES J ROSOWSKI (a v"Rq HORIZONTAL ROLLER - LM 03 0 O N u) cc 2 0 2 •00 3+0 CO LL 0 O 1""43 fn H Z 0 9, 2 anti 'x60 Beef `\1111111111//'/ `.�` �ON•LYNAy ' „•‘.\\‘1,(t.‘ �'t'L10EN,pF'. * NO. 58705 iV•a 5T1)7, A. LYNN MILLER, P.E. P.E 9 58705 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • I ABLC (l: sass types 5 - 8 Sash Width lin) . Anchor Quantities for XO or OX Windows 3D" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height Head & Sin E Head & Sill � Head & Sill ° Head & Sifl 5, Head & Sill E Head & Sit E Head . & Sib E Head . & Sill E Head 5, & Sill 2 Head & Sill E ; Rein f. Level R4 Anchor Group A Anchor Group C Window Buck Vlfidth I 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42" 20.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 80" 29.397 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 75" 36.897 Anchor Group B Anchor Group D E m c g 25-1/2" 12.147 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TABLE 22: Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Group F 4" Glass Types 10-12 & 14-16 Reinf Level R4 Sash Width ' (In) Anchor Quantities for XO or OX Windows 30' Height 36" Height 48" Height 54" Height 63' Height 76" Height 30" Height 36" Height 48' Height 54" Height 63' Height 76" Height Head & Sill Head & Sill E Head & Sill .0 Head & Sill E Head & Sill m Head & Sill E Head & Sill E '5 Head & Sill m Head & Sill Head & Sill Em Head & Sill Head & Sill Anchor Group A 25-1/2" 12.147 28" 13.397 36" 17.397 42" 20.397 48" 23.397 60" 29.397 75' 36.897 Not Allowed 1+C2+1 1+C2+1 1+C2+1 1+C2+1 1+C2+1 2+C2+2 2+C2+2 2 2 2 2 2 2 2 1+C2+1 1+C2+1 1+C2+1 1+02+1 1+C2+1 2+C2+2 2+C2g2 3 3 3 3 3 3 3 a 1+C2+ 1+C2+ 1+02+ 1+q+ 1+C3+ 2+03+ C3 nch Group C 1 1+C2+1 4 1+C2+1 1 1+C2+1 4 1+C3+1 1 1+C3+1 4 1+C3+1 1 1+C3+1 4 1+C3+1 1 1+C3+1 4 1+C4+1 2 2+C3+2 4 2+C4+2 2-4-2+(54+2-4-2+C.4+2— Or4 4 4 4 4 4 5 5 5 5 5 5 -5 1+C3+1 1+C3+1 1+C4+1 1+C4+1 1+C4+1 2+C4+2 2+04+2 5 5 5 5 5 5 5 m 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 Anchor Group B 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 •• ••• • • 1+C2+1 • ,/yichoib<�roup D 3� 1SG2U1—•-4—*'+ 2+-4---4- —1+02'-1 5 1+C3+1 5 28" 13.397 36' 17.397 1+C2+1 1+C2+1 2 2 1+02+1 1+C2+1 3 1+C2+1 4 1+C2+1 4 3 1+C2+1 4 1+C3+1 4 1+C3+1 1+C3+1 5 5 1+03+1 1+C4+1 5 5 1.1.4F2+16 ♦+C2.1• :2 •2 •+I3[+.1• 1•0Q+1 3• e 3 1.02.1 • • 1•C2.1 •4 1+C2+1 4 1+C3+1 4 1+C3+1 1+03+1 5 5 1+C3+1 1+C4+1 5 5 42" 20.397 1+C2+1 2 1+02+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C41 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+03+1 5 1+04+1 5 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+04+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 60" 75" 29.397 2+C2+2 2 36.897_ 2+C2+2 2 2+C2+2 2+02+2 3 2+03+2 4 3 2+C3+2 4 2+C3+2 2+C4+2 4 4 2+04+2 2+C4+2 5 5 2+C4+2 2+C4+2 1 2+4+2 2 •2 2-1c2+2 3 1I3I '3 1+C3+1 4 2+C3e:• • 4 2+C31 4 • • •• • • •• MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C. SPACING SHOWN ON THE BIEVATIOYS. • • 1+C3+1 4 1+04+1 5 1+C4+1 5 Q4�3+2 4 :2+C4+2 4 2+C4+2 2+C4+2 5 5 2+C4+2 2+C4+2 5 5 GLASS TYPES I10-12814-16 MAY NOT BE USED WITH J -CHANNEL • OR INTEGRAL FIN FRAMES NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, SHOWN ON THE TABLE. 3) SEE SHEET 9 FORA • •• •• •• SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE • • TABLES. PRODUCT REVISED as comp)'In with the Florida Beildinp Code NOA-No. 17-0411.08 Expiration Dote 09/24/2020 BY Miami-D'ad•-Product Contr m h ADDED NOTE TO ANCHOR QTY. TABLES. Ul it o tAi o z '-8 .3=111* FZq ^W� oz 1r) O woo J ROSOWSKI 0x00 m .',a M D-HR5510-01 2+0 O LL 0 i"vs 17) 1- Z 410.5 O 1Y S II`llil. ANY tYN/.tt \�.•' OCEN4• <' ' *i No.58705 SIS/ F.ORIDN. •�W:: /�NAL WO' A LYNN MILLER P.E. P.E.• 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Typos Anchor Quantities forXOX Windows 5-8 Sash Sash 24' Height 30" Height 38' Height 48" Height 54` Haight 63" Height 24" Height 30" Height 36" Heigh 48" Height 54" Hei9M 63" I-1eig11 Reird Level ConigmationE IAdth Ran96(in) Heed & Sill m Head 8 SIB 1 Head 8 Sil 1 Head 8 Sill Head & Sill 1 1W4 & U Head & SBI ' Head 8 Sill E ' Head 8 Sib Em Head 8 SII i Head 8 SNI a Head/5551 Anchor Group A Anchoi Group C 35-114" 33-)4-X 11.391-11.301 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1802+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+(2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0.C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38' 34-)5-% },-%-y,11.391-13.387 12.308-12308 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+0280+C2+1 4 1+C2+0802+1 2 1*C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2*1 4 1+C2+0+02+1 4 1+C2+0+02+1 4 45.118" 13.398-14.683 1+C2+O+C2+1 2 1+C2+D+(2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0802+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 )c -X-% '44-4-% 11.391-12.297 1+C2+1*C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 473/4' )4-)4-34 12.298-15598 1+C2+0+C2+1 2 1*02+0+02+1 2 1+02+0*C2+1 3 1+C2+0+02+1 4 1+02+0+02+1 4 1802+0802+1 4 1+(2+0+02+1 2 1+02+0+C2+1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 custom 11.391-12.016 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1*C2+1 4 is 52-1/8" ))-h_) 12.017 -13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C1+1*C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.016 1+C2+0+C2+1 2 1+C2+C+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+02+0+0+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 2 1*C2+0+C2+t 2 1+C2+0+C2+1 3 1+C2.0+C2+1 4 1+C2*0*C2+1 4 1+C2*0+C2+1 4 m 34-%-36 Custom 11.391.13.307 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2*1+(2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+02+1 3 1+C2+1+C2+14 1+02+1+C2+1 4 1802+1+02+1 4 ICHNOLOGY DRIVE ICE, FL 34275 30-1500 �T ® 2017 PGT INDUSTRIES, INC. 4LL RIGHTS RESERVED i 60' %-i4-35 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2*1 3 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i %->-)4 15.361-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1C2+0+C2+1 4 1+C240+C2+1 4 1+C2+0+02+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Custom 11.391-13.997 1+C2+3+02+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1*C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3*00+1 4 1+C2+3+02+1 2 1+C2+3802+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+0281 4 1+C2+3+C2+1 4 75' %-4-% 13.396-19.110 1+0282+C2+1 2 1+C2+2+C2+1 2 1802+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+02+2+02+1 2 1+02+2+02+1 2 1+C2+2+G2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+C2+1 4 34-x-34 19.111-24E41 1+02+1+0281 2 1+02+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+02+4+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2*3+C2+1 2 1+C2+3+C2+1 3 1+C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 96" %-34-% 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1*C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C1+1 3 1+C2+3*C2+1 4 1+C2+3+C2+1 4 1+C2+3+(2+1 4 Custom 24.381-30.360 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+(2+2+C2+1 4 1+C3+2+C3+1 4 1*C2+2+c2+1 2 1+C2+2+02+1 2 1*C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" Ys -%-X "" -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C3+3+C3+1 4 1*C2+3*C2+1 2 1+C2+3802+1 2 1*C2*3+C2+1 3 1*C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group 6 Anchor Group D 35-1/4" %-34-34 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 36` i4-)4-34 12303-12308 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+(2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1*C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 4 %-%-% 11.381-13.397 1+C2+0+02+1 2 1+02+0.02+1 2 1+C2+0+(2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+(2+0+02+1 4 1+02+(HC2+1 2 1+C2+0+02+1 2 1+C2+0*C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 45-118' )4-34-'/a 13.398-14.683 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+08:2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1*C2+0+C2+1 4 1+C2+CHC2+1 4 1+C2+0+C2+1 -% 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+G2+1+C2+1 4 1+C2+18(2+1 4 473/4" 3 1+C2+0*C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+02+0+02+1 + 1+C2+0+C2+1 4 34-34-34 Custom 12298-15.558 11.391-12.018 1+C2+0+C2+1 1+C2+1+024-1 2 1+C2+01(2+1 2 1+C2+1+C2+1 2 1+C2+0+02+1 2 1*C2+1+(2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+02+1+02+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+02+1+02+1 4 1+C2+1+02*1 4 1+62+1+C2+1 4 52-118' )'-34-3: 12.017-13.997 1+C2+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+C2+1 3 1*C2+1+02+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+(2+1+(2+1 3 1+C2+1+C2+1 4 1+C2+1+G2+1 4 1+C2+1+C2+1 4 A-34-34 13-398-17.016 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+0+01+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2*0*C2+1 4 1+C2+0+(2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+(2+1 4 1+C2+0+02+1 4 Y m Custom 11.391-13.397 1+(2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+(2+1+C2+1 4 1+C2+1*G2+1 2 1+C2+1+Q+1 2 1+02+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 g 80" $-Y,-X, 13.398-15.350 1*(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 9 1*C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+(2+1 4 1+02+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 '/a- 3 1+C2+0+01+1 4 1+02+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+G2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2*0+C2+1 4 1*C2+0*(2*1 4 1+G2+0+02+1 4 _ i •>f- E 4-%a 15.361-18E41 1+C2+0+01+1 2 1+C2+0+01+1 2 1+C2+0+C2+1 ali s '�sa0 sayag Clstam 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2*3+(22+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1*C2+3+C2+1 4 1+C2+3+02+1 4 75' 3'-)4-% 13.398.19.110 1+C2+2+02+1 2 1+02+2+C2+1 21*C2+2+02+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+02+2+02.1 21*C2+2+C2+1 2 1+c2+2+C2*1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+02*1 4 ,��111Ny(wN,1),, )/a-34-3 19.111-24.641 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1*C2+1+C2+1 3 1+02+1+02*1 4 1+02+1+C2+1 4 1+02+1+C2+1 4 1+02+1+C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+(2+1+02+1 4 1+02+1+02+1 4 1+C2+14(2+1 4 �,`�Q-.••••••••. fJ/ i L10E.4""••<( - Custom 18.360-18.397 1+(:2+3+(2+1 21+C2+3+02+1 21+C2+3+02+1 31+C2+3+02+141+C2+3+02+1.411+C2+3+c+14 I2 -c+111+$2+3- 121+C2+3+C2+131+02+3+C2+141+C2+3+C2+141*C2*3+C2+1 4 ........ ;•• 88" 34-34-% 19.328-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1.4•+(2+310+1 1 1 ,+C!+1 :,;112+,12+1 2 1+C2+3*C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4.*. No. 58705 - •' Custom 24.361-30.360 1+C2*2+C2+1 2 1+C2+2+C2+1 2 1+C2+2 -C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 t•C2+2+:•+1 4 1•C2+i2+Ci+1 i 1102+2+C' 1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+02+2*C2+1 4 1+C2+2+(2+1 4 _ : A• * _ (�( "0 120' -}4-y -90.360 1+C2+3+02+1 2 1+C2+3+02+1 21+02+3+02+1 3 1+C2+3+02+1 4 1+(2+3+C2+1.4.1+C2+ •J1b!+1 4 r 1;a+3PC2+1 Z 1+102+!+12+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 7, •q7 •'Y- :. 1- SEE TABLE 9 FOR DESIGN PRESSURE WIDTH -59.28 NOTES: S2r.*: ATE F .• �0C` 4� FC Anchor O.C. Spacing for "Integral- Group E Group F "' MIN. SASH SIZE =WINDOW HEIGHT (SEEMax. SASH SIZL•I!!AS PER THEIFIGUFE•ON SHEEl6N • FOS SIZES NOT SHORN, A)UN[}UP 701-1E NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 9 FO'i A!Up! TO DING THESE 'FABLE*• ....... 1/ `s� ``_ ', 111+1 NAL 11'11` Fin" Installation 2.9" 4" $�ESHE li 112-1 (� D 1/3.�1 13''4�33 INIC�ITEIHAT fiIOSESTAADARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE N E ADJ ENT COLJM I i"CUS J7I" INDlcAT:S•THRr118 STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A. LYNN MILLER• P.E. P.E.# 58715 Vi ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5 & 6 Sash Sash 24" Haight 30' Height 36" Height 48' Heigh 54" Height 63" Height 24" Height 30' Haight 36' Height 48' Holght 54' HeightHeight Reinf. Lew! Configuration Width Range (IN Heed & Sill ' Head & Sill a A Head & Sill a ie Head & SO a 1 Head & SIU i Head & Sil i Head & 511 fd Head & Sill a i; Heed & Sill a 1 Heed & Sill n i Head & Sill .0 i Head & Sill .0 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 R4 Anchor Group A Anchor Group C 35-1/4' 4-34-34 11.391-11.381 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+52+1 38' JS -%-34 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+0+02+1 2 14C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 34-4-y 11.391-13.397 45-1/8" )4-%-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+52+1+C2+1 34-35-344 47-314' )4-%-% 12.298-15.558 1+C2+0+C2*1 2 1+C2+0+52+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 52-1/8' 3/.-34-% 12017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+52+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 i 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+52+0+C2+1 35-34-34 13.398-17.016 9 Custom 11.391 - 13.397 Not Albwed 1+52+1+C2+1 2 1+C2+1+52+1 2 1+C2+1+C2+1 3 1+C241+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 ECHNOLOGY DRIVE IICE, FL 34275 60-1600 IHT©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED m 60' 34-34-y 13.398-183E0 1+52+1+C2+1 2 1+52+1+52+1 2 1+C2+1+C2+1 3 1+52+1+C2+1 4 1+C2+1+52+1 4 1+C2+1+52+1 1 34-34-34 15.381-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+52+1 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 75" y.-%-34 13.398-19.110 1+C2+2*52+1 2 1+C2+2+C2+1 2 1*C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2*1 33444-4 19.111 - 24.841 1+C2+1+C2+1 2 1+52+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 68' 34-34-4 19.398-24.380 1+02+3+52+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 11-C2+3+C2+1 4 1+C2+3+C2+1 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+t 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 120" 34-4_3: _30.360 1+C2+3*C2+1 2 1+C243+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+52+1 Anchor Group B Anchor Group 0 35-1/4" 3/s-34-3344 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 0 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 35" 34-34-34 12.308-12.308 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+52+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+52+1 4 1+C2+0+C2+1 4 %-4-3: 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+52+1 4 45-1/8" 34-34-34 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2*D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+52+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+02+0+02+1 4 1+C2+0+52+1 4 1+C2+0+C2+1 4 34_34-74 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+52+1+52+1 4 1+52+1+52+1 4 1+C2+1+C2+1 4 1+52+1+52+1 2 1+52+1+52+1 2 1+52+1+52+1 3 1+52+1+52+1 4 1+52+1+52+1 4 1+C2+1+C2+1 4 47-314' 35-34-34 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+52+0+52+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+52+0+52+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+52+1*52+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 14C2+1+C2+1 2 1*C2+1+C2+1 3 1+52+1+52+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 £ 52-1/8' y-3344-34 12.017-13.397 1+C2+1+52+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+02+1+52+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+02+1+52+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C2*1+02+1 4 34-y-34 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0*C2+1 3 1+C2+0+C2+1 4 1+52+0+52+1 4 1+C2+0+C2+1 4 1+52+0+52+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+52+1 4 1+52+0+52+1 4 Custom 11.391-13.397 1+C2+1+52+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+52+1 4 1+C2+1+C2+1 4 1+52*1+C2+1 4 1+02+1+52+1 2 1*C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C241+C2+1 4 m 60" y-3344-34 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2*1 4 1+52+1+52+1 2 1+52+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+52+1 4 1+52+1+C2+1 4 is 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+52+1 4 344-34-34 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+52+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+52+0+02+1 2 1+02+0+52+1 Custom 11191 - 13.397 1+C2+3+C2+1 2 1+C2+3+52+1 2 1+52+3+52+1 3 1+52+3+52*1 4 1+52+3+52+1 4 1+C2+3+C2+1 4 1+02+3+02+1 2 1+C2+3+52+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+52+1 4 75" 34-6-34 13.398-19.110 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+52+2+52+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+52+2+52+1 4 1+C2+2+C2+1 2 1+52+2+52+1 2 1+C2+2+C2+1 3 1+52+2+C2+1 4 1+52+2+52+1 4 1+5242+52+1 4 14-34-0/4 19.111 -24.641 1+02+1+52+1 2 1+C2+1+C2+1 2 1*52+1+52+1 3 1+02+1+C2+1 4 1+C2+1*C2+1 4V +1*CC+1 4 �C2+1♦+C2+12 1 1+52+1.2 1+52+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+52+1 4 1+C2+1+52+1 4 Custom 18.360 -19.397 1+C2+3+C2+1 2 1+52+3+02+1 2 1+C2+3+C2+1 3 1+52+3+02+1 4 1+C2*3+C2+1 n9 1+02+3+00+1 4 14iC2U3+OQ+1 e^ 1 :2+4+Cf+1 2 1+02+3+C2+1 3 1+C2+3*C2+1 4 1+52+3+02+1 4 1+C2+3+02+1 4 95" 34-34-34 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2*3+C2+1 4 1+C2+3+C2+1 '431+C2+3$1 +1 j 1:C2113+1+12: tC2+5+-C2+1 2 1+C2+3+C2+1 3 1+52+3+52+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 Custom 24.361 - 30.360 '1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1•C2+2+C +1 49 1•C2S2+08+14¢ 2+2+C1 110 7+ 2 1+C2+2+C2+1 3 1+02*2+C2+1 4 1+C2+2+C2*1 4 1+C2+2+C2+1 4 120' 34_35.34 __30.360 1+C2+3+C2*1 2 1+C2+3 -+C2+1 2 1+52+3+52+1 3 1+C2+3+52+1 4 1+C2+3+52+1 •1 • 4 1+cz+3+52+1 4 .1IC2+37C2+1 1 1-rC2+15+t2+1 2 1+C2+3*C2+1 3 1+52+3+52+1 4 1+52+3+52+1 4 1+52+3+52+1 4 59.28 NOTES: SEE TABLE 13 FOR DCSIGN PRESSURE , V� ••. stAfE i)F - •' C!/� ..4. Max. Anchor O.C. Spacing for "Integral- p 9 g Anchor Group F WINDOW WIDTH - MIN. SASH SIZE - 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4) 2 SAQ1 SIZF•I^• �S PER THFfIGUR 0J4 SHEETT$� 20 FOi SIZEONOT SHOWN, r�UNry11P TO THE I T A4A14BLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3PSEISHEIIT9 FOR A OUT* TOI NG THESE TOLES' • . :.'s''•:+,LORIDA..•' ""' '� i, 1O t F.'6 /- NAL 1t� 111113 Fin" Installation 4" - 4)'x/4 -1/2-1N" ANDP1/3-l/►1/3'IND/LATE GNAT Tif0SE`TAVDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ITH!ADJ74CR4T C0LOMN.•"CUS/Oh1- INDICATOOTH4ir NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A. LYNN MaLER, P.E. p.EJt 38705 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • I SHOWN ON THE ELEVATIONS. TABLE25: Gies s Types '.u..'''..''....... l..,......" .,...... ................_.__...__..___ __._ __ ____. _.._ Anchor Quantities for XOX WMndows 7 & 8 Sash Sash 24' Height 30' Height 36" Height 48- Height 54 Height 83" Height 24" Height 30' Height 36' Height 48' Height 54" Height 63" Height Rein. Leval Configuration Width Range (in) Heed & Sill E Head & Sill en i Head & Sill l E Heed & Sill Heed & Sill E Head & SNI ' li Heed & Sill i Heed & Sill Head & Sill m Heed & 811 aF Heed & Sill E Head & Sill E 'S R4 Anchor Group A Anchor Group C Window Ruck Width I 35-114 x•x-x 11391-11.391 1*C2+0•C2+1 2 1+C2.0+C2+1 2 1+C2+0+C2+1 3 1.C2*0+C2+1 4 1*C24O+C2+1 4 1+a+0+C2+1 4 38' 4-14-x 12.308-12.308 1+C2+0•C2N 2 1+C240+C2+1 2 1*C2+0+C2*1 3 1*C2*0*C2*1 4 1*C2+0+C2+1 4 1+C2*0+C2+1 4 y_34.% 11.391 -13.397 1*C2.0.C2*1 2 1+C2*0*C2+1 2 1*C2.0+C2+1 3 1*C2.0*C2- 1 4 1+C2+0•C2*1 4 1*C2+0+C2*1 4 45-1/8" 4-34-x 13.398 -14.883 1»C2*O+C2+7 2 1+C2*0+C2+1 2 1+C2,0+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2*1 4 %-A-y, 11.391-12.297 1+C2+1*C2*1 2 1+C2+1+C2+1 2 1+C2*1*C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2*1 4 1+C2e1+C2+1 4 47J/4'% -x -x 12298-15.558 1*C2+0*C2+1 2 1...C2.04 -C241 2 1+C2+0*C2+1 3 1+C2+0+C2.1 4 t+C2*04C2+1 4 1+C2+0*C2+1 4 Custom 11.391-12.016 1+C2*1+C2+1 2 1.C2.14C2+1 2 1*C2+1.C241 3 1+C2+1+C2+1 4 1*C2l C2+1 4 1*C2+14C2*1 4 52.1/8• ;4_54_74 12.017-13.397 1+C2+1*C2+1 2 1+C241+C2*1 2 1+C2+14.C2+1 3 1*C2*1*C2+1 4 1+C2+1*C24.1 4 1*C2*1+C2+1 4 4-34.4 13.398 - 17.016 1+C2+0*C2+1 2 1+C2+1+C2*1 2 1»C2*0•C2.1 3 1+C2»OM.2+1 4 1.C2+0+C2*1 4 1.C2404 -C2.1 4 Custom 11.391-13.387 Not Allowed 1+C2*1+C2+1 2 1+C2.1+C2.1 2 1+C2*1*C2*1 3 1+C2+1*C2*1 4 1.C2.1.C2+1 4 1*C2*14C2*t 4 60- %_344_4 13398-15.360 1*C2+1*C2*1 2 1+C2+1+C2*1 2 14C2+1+C241 3 l.C2+1+C2.1 4 1*C2+14-C2+1 4 1*C2+1*C2*1 4 %-4-4 15.361-19.641 1+C2.0.C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2*1 3 1-.C240+C2*1 4 1*C2*04C2+1 4 1*C240+C2•1 4 Custom 11.391-13.397 1-*C2+3.C2+1 2 1*C2+3*C2+1 2 1*C243+C2*1 3 1*C2+3+C2+1 4 1.C2+3+C2+1 4 1+C2*3+C2+1 4 75' %_3j_1,4 13.398-19.110 1+C2+2+C2+1 2 1*C2+24C2+1 2 1*C2*2*C2+1 3 1+C2+2+C2+1 4 1*C2+2*C2+1 4 1+C2+2+C2*1 4 34_34-)4 19.111-24.641 1.C2+1*C2+1 2 1*C2+1*C2•1 2 l+C2+1*C241 3 1+412+1*C2*1 4 1*C2•1+C2+1 4 1+C2+1*C2+1 4 Custom 18.380-19.397 1+C2+3+C2*1 2 1+C2+3+C2.1 2 1.C2+3+C2+1 3 1*C2*3+C2*1 4 1*C2.3+C2+1 4 1*C2+3+C2+1 4 96" y_4_y 19.398-24.380 1+.2+3+C2+1 2 1*C2+3+C24.1 2 1+C2*3*G2+1 3 1*C2+3+C2+1 4 1+C2+3+C2*1 4 1*C3.3*C34-1 4 Custom 24.361 -30.360 1+C2+2.x2.1 2 1+C2+2+C2+1 2 1+C2+2+C241 3 1+C2+2+C2+1 4 1*C2+2+C2+1 4 1+C3+2+C3*1 4 120„ Y4 -A -y " -30.390 1+G2*3+C2*1 2 1+C2.3*C2+1 2 1*C2+3*C2+1 3 1+C2+3*C2*1 4 1+C2*3+C2*1 4 1.C3+3*C3*1 4 Anchor Group B Anchor Group D _ window Suck width 35-114" 34_34_/, 11.391 - 11.391 1+C2+0*C2 -1 2 1+C2*0+C2*1 2 1+C2*0+C2*1 3 1+C2+8+C2+1 4 I*C2+0•C2+1 4 1+C2+0*C2+1 4 1*C2*0*C2+1 2 t*C2+0+C2+1 2 1*C2+0+C2+1 3 1+C2+0*C2+1 4 1+C2+0+C2+1 4 1+x2+0+C2+1 4 38' %-34-4 12.308-12.308 1+C2*0*G2*1 2 1*C2+0+C2+1 2 1+C2+0*C2*1 3 1+C2+0*C2+7 4 1+C2+04 -x2+1 4 1+C2+O+C2+1 4 1+C2*0+C2+1 2 1*C2+0*C2+1 2 1+C2.0+C2*1 3 1+C2+0+C2+1 4 1*C2•0+C2+1 4 1+C2+0+C2+1 4 45-118" 4._34_% 11.391-13.397 I+C2+0+C2+1 2 1+C240*C2+1 2 1+C2*04x2+1 3 1•C2+0402*1 4 t+{:2+0*C2+1 4 1+x2+0•C2+1 4 1+C2+0•C2+1 2 1+C2.0+C2*1 2 1+C2+O+C2*1 3 1+C2+0+C2+1 4 1+C2»0*C2+1 4 1*C2.8+C2+1 4 %-y,}413.398-14.883 1+C2*0+C2+1 2 1.C2*0*C2+1 2 1•C2+0*C2+1 3 1+C2+0.C2+1 4 1+C2+0+C2*1 4 1+C2+0•C2+1 4 1+C2+0*C2+1 2 1+C2•0*C2+1 2 1+C2+0+C2*1 3 1+C2+0+C2*1 4 1*C2+0+C2*1 4 1*C2.0-C2+1 4 47-3/4' 4 11.391-12.297 1+C2*1+C2*1 2 1+C2+1+C2+1 2 1+C2*1+C2*1 3 1+C2*14x2+1 4 1.C2*1*C2+1 4 I*C2+1+C2+1 4 1+C2+1*C2+1 2 1+C2+1+C2*1 2 l*C2+1+C2.1 3 1+C2*1+C2+1 4 1+C2+1 +C2+1 4 1*C2+14C2+1 4 %•x-% 12.298-15.558 1•C2+0 -C2+1 2 I+C2+0+C2+1 2 18x2*0*C2*1 3 t- C2-'0*G2*1 4 1+C2+0+C2*1 4 1*C2+0*C2+1 4 1+C2+04C2+1 2 1.C240+C2+1 2 1+C2*0+C241 3 1*C2+0+C2*1 4 1*C2. 0-'C2+1 4 1+C2+0*C2+1 4 52-118' Custom 11.391 - 12.016 1+C2*1*C2*1 2 1*C2+1*C2+1 2 1+C2*1+C2*1 3 1*C2+1+C2+1 4 1+C2+1*C2+1 4 1*C2+1+C2*1 4 1»C2+t+C2+1 2 1.C2+1+C2*1 2 1+C2414C2*1 3 1*C2*1+C2+1 4 1*C2*1 .C2+1 4 1+C2418C2+1 4 %-)z-%+ 12.017-13.397 1+0241+C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 1402*1+C2+1 4 1*x2.1*C2*1 4 l*C2+1*C2*1 4 1*C2*1+C2+1 2 1+C2+1*C2+1 2 1.C2+1+C2*1 3 1+C2*1+x2+1 4 1+G2*1+C2+1 4 1*C2+14C2+1 4 134.4-4 13.398-17.016 1+C2+0+C2+1 2 1+C2.0'C2+1 2 1*C2+04x2*1 3 1*C2+0+C2+1 4 I-C2+04C2+1 4 1+C2*6+C2+1 4 1*C2*04C2+1 2 1+C2+0*C2*1 2 1+C2*0+C2+1 3 1+C2+0*C2*1 4 1*G2+0*C2+1 4 1.C2*0*C2+1 4 60° Custom 11.391-13.397 1+C2*1*C2*1 2 1+C2+1*C2*1 2 1+C2*1+C2*1 3 1+C2+1+C2+1 4 1+C2+1*C24.1 4 1+C2*1+C2+1 4 1+C2+1*C2+1 2 1+C2•1*C2*1 2 1+C2+14C241 3 1*C2+1*C2*1 4 1+C2+1+C2*1 4 14C2414C2+1 4 y_34_1/4 13.398-15.360 1+C2+1+C2+1 2 l*C2+1+G2+1 2 1+C2.1+C2+1 3 1+C2*1+C2*1 4 1*C2+1*C2.1 4 1+C2*1+C2*1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1 +C2.1 4 1+C2•1+C2.1 4 1*C2+1+C2+1 4 34-x-% 15.361-19.691 1*C2*0+C2*1 2 l+C2+0+C2+1 2 1+C2+0+C2+1 3 1+G2+0+x2+1 4 1+C2+0+C2+1 4 1+C3+0*C3+1 4 1+C2*0•C2+1 2 1•C2+CHC2+1 2 1+C2+0 C2+1 3 1+C2+0.C2+1 4 1+C2+0*C2+1 4 1*C2+0*C2»1 4 75' Custom 11.391-13.397 1+C2+3*C2+1 2 1*C2+3+C2+1 2 1*C2+3+x2+1 3 1+C2+3+C2*1 4 1402+3*C2*1 4 t+C2+3+C2+7 4 1+C2*3+C2*1 2 18x2+3+C2+1 2 1*C24.3+C2+1 3 1+C2+3+x2+1 4 1+C2+3+C2+1 4 1*x243+C2+1 4 %.14,3i 13.398-19.110 1+C2+2*C2+1 2 1*C2+2*C2*1 2 1+C2*2*C2*1 3 1*C2+2*C2+1 4 t+C2+2•C24.1 4 l'C3+2+C3»1 4 1+C2*2+C2+1 2 1*C2+2*C2*1 2 14C2,2+C2+1 3 1-C2.2+C2+1 4 1*C2+2+C2+1 4 1.x;2+2*C2*1 4 34.4-4 19.111 -24.641 1.x2+7+C2*1 2 1*C2+1+C2+1 2 1+x2+1*C2+1 3 t*C2*1+C2+1 4 1.C2+1+C241 441,-;C3Itlxi41,6 1;:c2 -.1:c2.1.; 1102*1 2. 1 2 1+C2.1+C2.1 3 1»C2.14C2.1 4 1+C2*1+C2+1 4 1*C2*1+C2+1 4 96" Custom 18.380-19-397 1*C2*3*C2+1 2 l*C2+3+C2*1 2 l*C2+3*C2+1 3 l*C2+3+C2+1 4 1+C2*3*C2+1•4 1+C3+3+0114.1 al 1•C2413* -8411Q 1yC2•4*C2+1 2 1*C2+3+C2+1 3 1+C2+3*C2+1 4 1*C2+3+C2+1 4 1+C2434C2+1 4 ;4-x-)4 19.398-24.360 1*C2*3+C2+1 21+C2*3*C2+1 2 1+C2+3*C2•1 31+C2+3+C241 4 1*C2+3+C2+11441*C3+3t4.1i4 1IC2:3*I +1 •1tt24S4p»1 2 1+C2+3+C2*1 31+C2+3*C2+1 4 l*C2+3*C2+1 4 1.x2+3*C2+1 4 Custom 24.381-30.360 1*C2*2+C2+1 2 1+C2+2+C2+1 2 1+C2+2*C2+1 3 1*C2+2*C2+1 4 1+C2.2+C2•1 4 *C3*2408+114 •4 ••• 1•C2•2+38+14114-x2*2+C11.7 • • 2 1.C2+2*C241 3 1+C2+2*C2*1 4 1*C2+2+C2*1 4 1•C2+2+C2+1 4 120' %-h-Y4 " -30.360 1+C2+3*C2*1 2 1+C2+3*C2+1 2 1+C2+3*C2*1 3 1+C2+3+C2*1 4 1+C2+3*C2+1 4 1+C3*3*C3+1 4 1*C2+3+C2+1 R1 1+C242+1 2 1+C2+3+C241 3 1*C2+3+C2+1 CFF 4 1*C2+34C2*1 TART F 14 FCIR 4 1,C2+3+C2+1 4 0ES109 PRESSURE Max. Anchor O.C. Spacing for "Integral - Fin" Installation - Anchor Group F •. MIN. SASH SIZE = WINDOW WIDTH - 5928 2 NOTES: 1) -TAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SEE SHEETS 3-4 . SASH SIZE IS AS PER THE l ES1 SHEETS 6-81' • • • • • • • FO SIZE NOT SHO UNCPUP TO THE F XT ASAIL*BLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3 SHE 9 F�2 A TO ING ESE LES* "••• 44041 N ,41E ADJACENT COLUCNI.CUS INDICA TH* IN CeTE THAT al STANDARD STANDDARD ARD SASHH iCONFIGURAAFALL TIONSyFALL WI I HIN SASHTHIN THE RANGE. WIDTH ANGE PRODUCT REVISED as complying with the Florida Building Code NGA-No. 17-0411.08 E xpiration Data 09/24/2020 B y Mlam ■ roduct Control ADDED NOTE TO ANCHOR QTY. TABLES. 0 5- u1 .7CM 0 -1 Z LL g U 0 a FZsf 111 J_� oZg 10 b If) O ANCHOR QUANTITY TABLES J ROSOWSKI HORIZONTAL ROLLER - LM m MD-HR5510-01 SMO O 0 •• r 1..13 1- Z O_ 10 In 2 x110 sagas 111[71114,1' \\ QNY LYN41/ '% 8F.•�Fs * ; N0. 58705 .13 a *- 1', ;MAL IENG`\\ A LYNN MILLER. P.E _ P.E.6 08705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS, Glass Types 10-12 Rehr. Leel R4 Sash ConfounIon Sash Width Ranee (lo) Anchor Quantities forXOX Windows 24' Height 30" Ha ght 36" Heigh 48' I4elgM 54" Height 63" Helgld 24' Height 30" Height 36' Height 48' Height 54" Heigh 63" Height Head & 5111 E Head & SIII E a Head & SIM a Head & SMI Head & SIII A Head & Shc Heed & 5-91 Head & SIII Head & Sill Heed 8 Sgt 1 Head & Sill Head & SUI Anchor Group A Anchor Group C 35-7/4" Yr -34-34 38' 34-X-34 45-1/8" 344-34-'h 36 -X -X 11.391 - 11.301 12.306 - 12.308 11.391 -13.397 13.398 -14.683 47-3/4' '/4 -34i -Y 34 -34 -Yr 11.391 -12.297 12.298 - 15.558 52-1/8" Custom 3: -X -Y4 35-34-X 11.391 - 12.016 12.017 -13.397 13.398 -17.016 60" custom 34-X-'/4 34-34-34 11.391 - 13.397 13.39B -M.380 15.361 -19.641 7r Custom 434-34 3a -X-34 11.391 - 13.397 13.398 - 19.110 10.111 - 24641 96" Custom Y4-35-34 17.641 -19.397 3,-34-34 120" Y4 -35-Y4 34-34-X 19.398 - 24.360 24.361 -31.641 29.641 -32.515 32.516 - 39.641 140" Custom - 30.641 Not Allowed 1.02+0.02+1 1.02+0.02+1 1+02+0+02+1 1+02+0+02+1 1+02+0+02+1 1+02+0+02+1 1+02+0+02+1 1+02+0+02+1 2 1+C2+0+C2+1 2 2 i*C2+0+02+1 2 2 1+C2*0+C2+1 2 1+02+0+02+1 3 1+02.0.02+1 3 1+c2+0+02+1 1+C2+0+02+1 4 1+C2+0+02+1 4 4 1+02+0+02+1 4 1+02+0+02+1 1+02+O+C2+1 4 4 2 2 2 2 2 1+02+0+02+1 1.02.0,02+1 1+02+0+02+1 1+C2+O+C2+1 1+02+0+02+1 2 2 2 2 2 1.02+0+02+1 1+02+0+02+1 1+02+0+02+1 1+02+0+02+1 1+02.0+02+1 1+C2+0+C2+1 3 3 3 3 3 3 1+C2+0+02+1 1+C2+0+02+1 1+02+0+02+1 1+02+0+02+1 1+C3+0+03.1 1+03+0+03+1 4 4 4 4 4 4 1+02+0+02+1 1.02+0+02+1 1+C3+0+C3+1 1+C3+01.03+1 1+03+0+03+1 1+03+0+03+1 4 4 4 4 4 4 1+03+0+03+1 1+C3*O+CS+1 1.03+0+03+1 1.03.0.03.1 1+C3*0+03*1 1+03+0+03+1 4 4 4 4 4 4 1+02+0+02+1 1+02+2+02+1 1+02+1+02+1 1+02+0+02.1 1+02+2+02+1 1.02+2+02+1 1.C2.0+C .1 1+02+3+02+1 t+02+3+02+1 1+C2+2+02+1 2+02.3+02..2 2+C2+2+02+2 2+02.3+02+2 2 1+C2+0+02+1 2 2 1+C2+2+02+1 2 2 1+C2+2+C2+1 2 2 1+02+0+02+1 2 2 1+C2*3+02+1 2 2 11.02+2+C2+1 2 2 1*02+0+02+1 2 2 1+C2+3+02+1 2 2 1+02+3+02.1 2 2 2+02+2+C2+2 2 2 2+02+3+02+2 2 2 2.02+3+02+2 2 2 2+C2+3+02+2 2 1+C2+0+02+1 1+02+2*02.1 1+C2+2+02+1 1+02+0+02+1 1+02+3+01+1 1+02+3+02+1 1+03+0+03'1 1.02+3+02+1 1+02+3+02+1 2+02+2+02+2 2+02+3.02+2 2.C2+3+02+2 2+C2+3+C2+2 3 3 3 3 3 3 3 3 3 3 3 3 3 1+02+0+02+1 1+G2+7+02+1 1+C2*2+C2+1 1+03+0+03+1 1+C2+3+02+1 1+03+3+03+1 1+03+0+03+1 1+03+4+03+1 1+03+4+03+1 2+03+3+03+2 2+03+4+03+2 2+03+3+03.2 2+03+4+03+2 4 4 4 4 4 4 4 4 4 4 4 4 4 1+03+0+03+1 1+03+2+03+1 1+03+2+03+1 1+03.0+03+1 1+03+3+03+1 1+03,3+03+1 1+04+0+024+1 1.03+4.03+1 1+03.4+03+1 2+03+3+03+2 2+03+4+03+2 2+C4+3+C4*2 2*C4+4+04+2 4 4 4 4 4 4 4 4 4 4 4 4 4 1+03.0.03+1 1+03+2n 3,1 1+C3.2+C3+1 1.-C4+0+CA*1 1+C3.3+C3+1 1+C4+3+04+1 1+C4+0+07*1 1+C4+4+04+1 1.C4+4+C4*1 2+C4+3+04+2 2+C4+4+CA*2 2,C4+3+04+2 2+C4*4+C4+2 4 4 4 4 4 4 4 4 4 4 4 4 4 Anchor Group 13 Anchor Group 0 LH S m 35-1/4' Yo -X -X 11.391 - 11.301 1+02+0+C2+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+02+0+C2*1 4 1+02+0+02+1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+01+0+01.1 4 1+02+0+02+1 4 1+02+0+02+1 4 36' X -34-X 12.306 -12.308 1*0.o+02+1 2 1+c2+0+02+1 2 1.C2+0+02+1 3 1+02+0+02+1 4 1+02+0+C2+1 1+02+0+C2+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+C2+0+02+1 4 1+02+0+02+1 4 1+02+0+02+1 4 45-1/8" . Y4 -X-34 11.391 - 13.397 1+02+0+02+1 2 1+02+0+02+1 2 1.02.0+02+1 3 1+C2+0+02+1 4 1+03+0+03.1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+02*0+02+1 4 1.G2+0+c2+1 4 1+03+0+C3+1 4 X -X -X 13.398 - 14.683 1+02+0+02+1 2 1+0+0+02+1 2 1+02+0+02+1 3 1+02+0.02+1 4 1+c2+0+C2+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1*C2+0+02+1 2 1+02+O+02+1 3 1+02+0+01+1 4 1+02+0+02+1 4 1+C3.O+C3+1 4 47-3/4" 34-31-34 11.391 - 12.297 1+02+0+C2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1.03+0+C3+1 4 1+C3+0+C3+1 4 1*02+0.02+1 2 1+C2+0+02+1 2 1+C2+0+42.1 3 1+02.0+02+1 4 1+03+0+03+1 4 1+03+0+03+1 4 X -X -X 12298 - 15.558 1.02.0+02+1 2 1+02+0+C2.1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+03+11,C3+1 4 1+03+0+03+1 4 1+02+0.02+1 2 1+02+04C2*1 2 1+02+0+7.1 3 1+0*0+02+1 4 1,C3+0+C3+1 4 1+03+0+03+1 4 52-1/8" Custom 11.391 -12.016 1+02+0+02+1 2 1+02+0+02*1 2 1+02+0,02+1 3 1+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+C2+0.c2+1 2 1+02+0+02+1 2 1+C2*0+02+1 3 1+03+0+03+1 4 1.03+0+03+1 4 1+03+0+03+1 4 Y4 -h-% X-34-34 12.017 - 13.397 1+02.0+C2+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 t+03+0+03+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1.03+0.03+1 4 1+03+0+03+1 4 13.398 - 17.016 1+02+0+C2+1 2 1+02+0+02+1 2 1+C2-0.02*1 3 1+03+0+03+1 4 1.03+0+03+1 4 1+03+0+03+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+0+02+1 3 1+02+0+02+1 4 1+03+0+03+1 4 1+03+0+03+1 4 60" Custom 11.391 - 13.397 1+02+2+02+1 2 1+02+2+02+1 2 1.C2+2+02+1 1+C2+2+02+1 4 1+03+2+03+1 4 1*C3+2+C3+1 4 1+02+2+00 2 1+02+2+02+1 2 1+02+2+02+1 3 1+C2+2+02+1 4 1+03+2+03+1 4 1+03+2+03+1 4 %-3444 138N-15.360 1+C2+2*C2+1 2 1+02.2+02+1 2 1+C2*2- 2+1 3 1+02+2+02+1 4 1+03+2+03+1 4 1+03+2.+03'1 4 1.02+1+02+1 2 +C2+1+C2+1 2 1+02+1+02+1 3 1+02+1+C2+1 4 1+03.1+03.1 4 1+03+1+03+1 4 X -X-34 15.361 - 49.641 1+02+0+02+1 2 1+02+0+02+1 2 1+02,0+02+1 3 1+03+0+03,1 4 1.03+0+C3.1 4 1+04+0+C4+1 4 1+02+0,02.1 2 1+02+0+02+1 2 1*02+0+02+1 3 1+03+0+03+1 4 1+C3+0+03+1 4 1+C4*6+C4+1 4 76" Custom 11.391 -13.397 1+02+3+02+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1+02+3+C2+1 4 1+03+3+03+t 4 1+03+3+03+1 4 1+02+2+C2+1 2 1+02+2+02+1 2 1+c2+3+02+1 3 1+02+3+02+1 4 1+03+3.03+1 4 1+03+3+03+1 4 Y-34-34 13.398 - 19.110 1+02+2+02+1 2 1+02+3+02+1 2 1+02+3.02+1 3 1+03+3.03+1 4 1+03+3+03.1 4 1+C4+3 -C4+1 4 1+0+2+02+1 2 1+02+2+02+1 2 1+C2+2+02+1 3 l+C3+2+03+1 4 1+03+2+03+1 4 1+04+2+C4+1 4 X -X -X 19.111 -24.641 1+02+0+02+1 2 1+02+0+02+1 2 1+03+0+03+1 3 1+03+0+03+1 4 4 4 4 Custom 17.641 - 19.397 2 4 4 19.398 - 24.360 2 3 4 4 4 9 4 4 4 4 4 4 4 24.361 - 31.641 2 2 3 4 4 2.1111.3.04.2 4 1+0312+03+1 4 4 29.641 - 32.515 2 3 2+03.4+433+2 4 4 4 32.518 - 39.641 2 2 4 4 12.02,41.112.2 4 4 Cuatorn rr 39.641 2 2 4 4 4 4 4 GLASS TYPES 10-12 & 14-16 MAY NOT BE USED NTH J -CHANNEL OR INTEGRAL • FIN FRAMES MIN. SASH SIZE r, 2 NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1) FRAME DIMENSIONS ARE BUCK WIDTH ANR BUCIS.HEIGHT (SEE SVEETS.3-4,$). 2) FOR SIZES NOT SHOWN, ROUND UP TO aHEZSEXTEIVAILABLE:014-1 OR :EIGHT DIME:SION :H01:13 ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABL . . 4) "1/4-1/2-1/4" MD "1/3-1/3-1/3" INDICATE TadATaTHOS4 WANDA% ?ASH 00:41UATION4 V.ALLtrIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM" I NDIIIATES THAT NO STAKIARD SAW C.ANFICIU TTON F WITHIN THE RANGE. PRODUCT REVISED as complyhm with the Florida Building Code NOA-No. 17.0411.08 Expiration oats 09/24/2020 ADDED NOTE TO ANCHOR QTY. TABLES. ui o ANCHOR QUANTITY TABLES J ROSOWSKI 43 HORIZONTAL ROLLER - LM MD-HR5510-01 0,140 OD 0 15040 04.05 14, CC CA P.E.0 58705 COMPLY WITH TH0 MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. TABLE27: Glass types ............._.�.._.-"_ __.._.......__.____ ._ Anchor Quantities for XOX Windows 14 - 16 Sash Sash 24" Height 30" Height 36' Height 48' HeIgM 54" height 63" Height 24" Height 30' Heigh' 36" Height 48" Height 54" Height 63" Height Reid Leel Oonl9Ura8a0 Width Range tin) Head & Sill $ Head & SIlI n i Head & 55 n a Head & 510 Head & SIII i Head & Sill a Head & SIII a E Head & Sill a t Heed 8 0111 t Head & SII L i Head & Sill a E Head & SM Li R4 - Anchor Group A Anchor GroUp C 36-114" X -X -X 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0 -+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+62+0+02+1 4 1+C2+0+02+1 4 38' %-%-X 12.308-12.308 1*C2+0+C2+1 2 1+C2+0+C241 2 1*C2*0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C3+0+C3+1 4 34 -34 -Xs 11.391 - 13.397 1+C2+0+C2+1 2 1+C2+0.C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4*1 4 45-1/8' X -X -X 13398 -14.863 1+C2+0+62+1 2 1+62+0+62*1 C2+C2+1 2 1+ M 3 iM3.0.C3+1 4 1+63+0++1 03 4 t+6340+6341 4 X-yi-34 11.391 -12.297 1*C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3*1 4 1+03+0+0+1 4 1.C4+0.f4+1 4 47314' X -y. -X 12298.15.558 1+62+0+62+1 2 1+62+0+62+1 2 1+62+0+62*1 3 1+C3+0+03+1 4 1+03+0+03+1 4 1+63+0.03+1 4 Custom 11.391 - 12.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3.0+C3+1 3 1+C3+0*C3*1 4 1+C4+0*C4+1 4 1+C4+O+C4+1 4 52-1/8" 1,-34-34 12.017 -13.397 1+C2+0+C2+1 2 1+C2+0*Q+1 2 1+p+0+03+1 3 1+C3+0+C3+1 4 1+C4+0+O1+1 4 1+C4+0+C4+1 4 IL -%-)4 13.398 - 77.076 1*C2+0+C2+1 2 1+C2+0+62+1 2 1+C3+0+C3*1 3 1+03+0+C3+1 4 1*C4+0+C4+1 4 14 -C4 -191.C4+1 4 Q:stom 11.391-13.397 1+C2.2.102+1 2 1+C2.2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+63+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 80" X -X-% 13.398.15.360 Not Alawed 1.C2.1+C2+1 2 1+62+2+C2+1 2 1+C2+2+C2+1 3 1*63+2+C3+1 4 1+C3+2+03+1 4 1+04+2+C4+1 4 m %-X-i4 15.361 - 18.641 1+C2+0+C2+1 2 1.02+0*C2+1 2 1*C3+0+p+1 3 1+C4*O+C4+1 4 1+C4+O+04+1 65 4 1++0+65*1 4 Custom 11.391-13.397 7+C2+2+C2+1 2 1+1:2+3+02+1 2 1+C2+3+C2*1 3 1+C3+3+C3+1 4 1+C4+3*C4+1 4 1+C4+31 -C4+1 4 75" i4 -Y1-34 13398-19.110 1*C2+2+02+1 2 1*C2+2+C2+1 2 1*C2+3+C2+1 3 1.C3*3.C3+1 4 1+C4*3+C4+1 4 1+C4+3+C4+1 4 %-35-4 19111.24.641 1+C2+0+C2+1 2 1+03+0+03+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C5*0+C5+1 4 Custom 17.641 .19397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3*4+C3+1 4 1+C4+44G4+1 4 1+C4+4.C4+1 4 96' 34-}4-X 18.398-24.360 1+C2+3*C2+1 2 1+C2+5+C2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4*1 4 1+64+3*C4+1 4 X -X-% 24.361-31.941 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 Y4 -X-% 29.641-32.515 2*C2*3+C2+2 2 2+C2*3+C2+2 2 2+C2+3+62+2 3 2+C4+4+C4+2 4 2+C4*4+C4+2 4 2+C4+3+64+2 4 120' 15-35-%X 32516.39.647 2+62+2+C2+2 2 2+C2+3+62+2 2 2+C2+3+62+2 3 2+C4+3+C4+2 4 2+64+3+64+2 4 2*C4*3+64+2 4 140" Custom o .39641 2+C2*3+C2+2 2 2+C2+3+62+2 2 2+C2+3+02+2 3 2+C4+4+04+2 4 2+C4+4+C4+2 4 2+64.3+64+2 4 Anchor Group 0 Anchor Group 0 3544' X -X -X 11.391 -11.391 1+02.0+62+1 2 1+C2+0+02+1 2 1*C2+0+62*1 3 1+C2+0+02+1 4 1+62+0+62+1 4 1*C2+0*C2+1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0.C2+1 4 38" A-31-% 12.308-12.308 1+C2+0+62+1 2 1.C2+0+C2+1 2 1.02+0+02+1 3 1+62+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2*1 2 1*02+0+62+1 2 1+02+01C2+1 3 1+02+0*C2+1 4 1+02.0+62+1 4 1+C3*0+C3+1 4 45-118' • %-%-y.11.391 .13.397 1+6240*C2*1 2 1+C2+0+02+1 2 1+C2+0+62+1 3 1+03+0+p*1 4 1.C3+0+C3+1 4 1*C4+0+C4+1 4 1+C2+0+C2.1 2 1+C2*0*C2+1 2 1+ C2+p*C2*1 3 1++0*C3+1 03 4 1+C3+0+03+1 4 1+C4+0+G1+1 4 i4-31-% 13398 • 14.683 1+62+0+62+1 2 1.62+0+62+1 2 1+62+0+62+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1.03.0+0341 4 1+62+0+62+1 2 1+12*0+C2+1 2 1+62+0+62+1 3 1+6340+03+1 4 1+C3+0+C3+1 4 1*C3+0+C3+1 4 47.314' X-}5-3411.391 -12.297 1+62*0+1:2+1 2 1+C2+0+C2+1 2 1+62+0+C2+1 3 1.p+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1.C2+0*C2.1 2 1+C2+0+C2+1 2 1+62+0+C2+1 3 1+63+0+03+1 4 1+03+0+C3+1 4 1+04+0+64+1 4 }4- 4-X 12298 -15.558 1+02+0+02+1 2 1+62+0+62+1 2 1+02+0+02+1 3 1+C3+0+C3+1 4 1+03+0+03+1 4 1+03+0+03+1 4 1+C2+0+C2*1 2 t+C2+0+C2+1 2 1+02+0+02+1 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C3+0+C3+1 4 52-1/8" Custom 11.391 -12.018 1+62+0+62+1 2 1+C2+0*C2+1 2 1+03+0+03+1 3 1+C3+0.C3+1 4 1+C4+0+C4+1 4 1+C4*0+C4+1 4 1+C2+15 -C2+6 2 1+01+0+02.1 2 1+03+0403+1 3 1+03-.0+C3+1 4 1+64+0+64+1 4 1+044-0+C4+1 4 344-X-% 12.017 -13.397 1+C2+0+62+1 2 1+C2+0+C2+1 2 1+C3+0+03+1 3 1+C3+0+0*1 4 1+C4+6+C4*1 4 1+C4+0+64+1 4 1*C2+0+C2+1 2 1+0+0-PC2+1 2 1+C3+0+03*1 3 1-.C3'0+C3*1 4 1+C.0*C4+1 4 1*C4+0+04+1 4 X -X-% 13.308-17.018 1+C2+0+C2*1 2 1+02+0+C2+1 2 1+C3+0.'03+1 3 1+03+0+03+1 4 1+01+0+64+1 4 1+C4+0*C4+1 4 1+62+0+62+1 2 1+62+0+62+1 2 1+C3+0.C3+1 3 1.C3*0+C3+1 4 1.C4+0+C4+1 4 1+C4*0+04+1 4 g 80' Custom 11.391 - 13.397 1+02+2+62+1 2 1+62+2+62+1 2 1+02+2+C2+1 3 l+p+2+63+1 4 1+63+2+03+1 4 1+01+2+C4+1 4 1+62+2+02+1 2 1+62+2+62+1 2 1+02+2+C2+1 3 1+63+2+03+1 4 1+03+2+C3+1 4 1+C4+2+04+1 4 3S -X-% 13.398 • 15.360 1+C2*2+C2+1 2 1+C2+2+02*1 2 1*C2+2.C2*1 3 1+C3+2+03+1 4 1+03+2+03+1 4 1+04+2+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+62+1 3 1+03+1+03+1 4 1+03+1+03+1 4 1+C4+1+C4+1 4 X-%44 15.361-18.841 1+02+0+6241 2 1+C2+0.02+1 2 1+03+0+03+1 3 1+64+0+64*1 4 1+04+0+04+1 4 1+C5+0+C5+1 4 1+62+0+02+1 2 1+02+0-+02+1 2 1+C3+0+03+1 3 1+64+0+64+1 4 1+04+0+64+1 4 1+C5+0+C5*1 4 i 75" Custom 11.391-13.397 1+02+3+6241 2 1*C2+3+C2+1 2 1.C2+3+C2*1 3 1*C3+3+C3+1 4 1+64+3+04+1 4 1+C4+3+04+1 4 1+62+2+C2+1 2 1+62+2+62+1 2 1+62+3+62+1 3 1+C3+3+C3+1 4 1+06+3+04+1 4 1+64+3404+1 4 %-X-X 13.398-19.110 1+C2+2+C2+1 2 1*C2+3462*1 2 1+C2+3+62+1 3 1+C3+3+03+1 4 7+64+3+64+1 4 1+C4+3+C4*1 4 1+C2+2+C2+1 2 1+C2+2+62+1 2 1+02+2+02+1 3 1+C3*2*-C3+1 4 1+64+2+04+1 4 1+C4+2+C4+1 4 X-%-% 19.111 - 24.841 1+02+0+62+1 2 1+C3+0+C3+1 2 1403+0+03+1 3 1+C4+0464*1 4 1•05* -0+C5+1 4 1.C5+0+C5+1 4 1+62.0+62*1 2 1*03+0*C3+1 2 1+C3*0.03+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0*C5*1 4 96" Custom 17.641-19.397 1+02+3+62+1 2 1*62+3+02+1 2 1+C2+4*C2+1 3 1*63+4+63+1 4 1.04+4+64+1 4 1+04+4+64+1 4 1+62+3+0.2+1 2 1+02.3+C2+1 2 1402+3+62*1 3 1+C3+4+C3+1 4 1+01+4*04+1 4 1.64+3.04+1 4 %-"A-)5 19.398 -24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+62+1 3 1+C4+4+C4+1 4 1+C4*4*C4+1 4 1+Q1+2,64+11: ;1+4+242+1,, L C2.1:3*C .1 2 T.%2+3+C2*1 3 1*C4+3464+1 4 1+C4*3+C4+1 4 1+C4*3+C4+1 4 X -34-X 24.381 -31.641 2+62+2+62+2 2 2+62+3+C2+2 2 2+C2+3+62+2 3 2+64*3+64+2 4 2+01+3+04+2 4 1+4114+2+64+1 4 1*62+4.12*i2 4+C202+681-+1 a 1.C2+2+C2*1 3 1+64+2464.1 4 1+01+2+64+7 4 1+C4+2.'04+1 4 120' )4 -X -X 29.841 - 32.515 2+C2+3+C2+2 2 2+62+3+02+2 2 2.02+4+C2+2 3 2*C4+4+C4*2 4 2+C4+4.C4*2 4 2+C4t•44C4+2 C12+1+3.24 2 C2t t+2 2 I: +3462.2 3 2+0444+C4+2 4 2+04+4+04+2 4 2.64+3+64+2 4 Ys -Ys -1432.516 •39.641 2+02+31-C2+2 2 2.02+3+C2+2 2 2+02+3.62+2 3 2+C4+4+C4+2 4 2464+4+C4+2 4 2+448+64+41 • 24-C244.42+2 In 2+C2o3+Cj*2 a a+C2+3*C2+2 3 2+C4+3+C4+2 4 2+C4+3*0142 4 2+64+2+04+2 4 140' Custom " -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 - 2 2+C2+4+C2+2 3 2+64.4+C4+2 _-_ 4 2+64+4+04+2 4 2+64+3464+2 4 2*C2+3+C2+2 2 2+C2+3+C2*2 2 2*C2+3+62+2 3 2+C4+4+C4+2 +FF 4 2+04+4+04+2 TART F 16 FOR 4 2+64+3+64+2 4 DEIGN PRESSURE GLASS TYPES 10-12 & 14.16 MAY NOT 0E USED WMT 4 J-CHAMIEL OR INTEGRAL • FIN FRAMES MIN. SASH SIZE - WINDOW WIDTH - 60,72 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PERTH AGURES BF/SHEETS 68. • • • • • • • 2) FOR SIZES NOT SH . R1y��UEA ND P TO 1THEX*AVAIPABLE WIDTHO1-4R HUOIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A G 411 0 U G -7f��11FF�ASE t yE S. . • ARB SASQQ�� • • tUF&TIONS FALL_ 4) "1/4-1/2-1/4" 1THE ADJACENT COLUMry IN USTQM" INDICAT THAT ST4 STANDAR ASH tiNPIGURATIONS FALL N WITHIN THTHE SASE RANGWIDTHE PRODUCT REVISED as complying with the Florida Building Codo NOA-No. 174411.08 Expiration oats 09/24/2020 BY t���----- Want . a • - roduct Control ADDED NOTE TO ANCHOR QTY. TABLES. tj N O *1+17 ANCHOR QUANTITY TABLES J ROSOWSKI HORIZONTAL ROLLER - LM CO MD-HR5510-01 co LL O O so h z .14.55 O_ O eN1 Dues kNkONY.LYN,y * No. 58705 ' 1 * _ 73r, ATE F •�: �1, '•.�ORIDP-.•'• 3'- L '. '1/11111911W NA,' A LYNN MILLER. PE. - P.E.# 58705 ••• • • • •_• • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •_,• • • • • • • • • •• •• • it • TABLE 28: Bill of Material # Part# Description Material 1 620121 Frame Head, SII and Jambs - J -Channel PVC 2 620122 Frame Head, Sill and Jambs -Flange PVC 3 620123 Frame Heed, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Litt Insert / Trim Cower PVC 14 620131 Fired Meeting Rail PVC 15 620158 Track Insert 6063 T6 Al 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T6 Al 19 620156 Pull Rail Interlock 6063 16 Al 20 620144 Pull Rail Interlock Cofer PVC 21 620150 Light Sash Reinforcement 6063 76 Al 22 620151 Standard Sash Reinforcement 6063 T6 Al 23 620152 HD Sash Reinforcement 6063 T6 AI 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 26 820154 HD Meeting Rail Relnbrcement 6005 T5 Al 26 620155 H.D. Holtz. Roger Meeting Rall Reinforcement 6005 T5 Al 27 710X114PPA #10 x 1-1/4' PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187" x .220" Poly Poe 30 #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78X112PPA #8x 3.1/7 Ph. PH SMS (Fired Meeting Rail Screw) 410 SS 32 71669SP Meeting Rall Screw Support Plate 6063 T5 Al 33 720210 Weep Hole Cofer PVC 34 r 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Comer Assembly Cast Zinc 40 #8 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76X44PPA #6 x 3/4" PH. PH SDS (Keeper Screw) S5 43 7812FPTX #8 x 112" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstlle Bottom Comer Key Nye 48 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Backbeddng, GE 7700 or Dow 791 Silicone 75 71684/5 Setting Block (7/8" x 7 x 1/8"), 85 +/- 5 duo. EPDM 80 61011 Rol -formed Screen Alum 81 61012 Extruded Screen Frame Akim 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Corner Key with Pull Ring PVC 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 81816048 Screen Cloth Fiberglass 87 61635/81614' .140" Screen Spline (Machine/Hand Roiled) Vinyl NOTES: 1) ITEMS # 5-12. 18. 35, 36, 49-71-& 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500" 3.500' �+- .062" 1 r 2.445 .625" O 1 1.375 J -CHANNEL FRAME HEAD, SILL & JAMBS 13 ANTI -LIFT INSERT & TRIM COVER .625" tFLANGE FRAME p 2 HEAD, SILL & JAMBS 1- -)-�{ 1.437' 1.630' i --� 1231" If 14 FIXED MEETING RAIL 1.020" 3.500" 0 1.375 .060" -.I. - f+ 2,00• 1.375" r T T .590" FIN FRAME HEAD, SILL & JAMBS 2.445' i 1.000" IF 15 INSERT 16 SASH RAt- .300' • -316" 1-. 1r*- '-..-{ .664" I -o -i_ .175' .756- .764' } .025 --......F..21.035° --"+"."---T1.185'T EX1RUDED LIGHT SAS 72 BEADING ING 9U S BEEN FRAME 81 SCREEN FRAME O REINFORCEMENT 10 LAM .070' _0601 .715" .810" F 070" -� 1.184- �-�- 1.036" 1-...-I- .150" 1.331" L')- OHD SASH STANDARD 23 REINFORCEMENT 24 MEETING RAIL REINFORCEMENT 01" I,"1,r7,' • • �: MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SASH ASSEMBLY DETAILS ATTACHED TO SASH RAIL ATTACHED TO FRAME JAMB OFT. AUTO LOCK ATTACHED TO FRAME JAMB SCREEN ASSEMBLY DETAILS (9° vas EXTERIOR FRAME C-2 ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. °® • • • • • •• • 7-O f OPT. SWEEP LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS X111 II III/, �l Ir Egress Lock Bin of Material 8 Port# Description Material 100 7MC7024 Multi -Print Lock Operator Cast 21nc 101 73340 Operator mounting Plate Steel 102 72016 Multipoint Lock Keeper Aluminum 103 720214 Multipdnt Lock Guide Nylon 104 220217-221 Tie Bar (Length Varies) Stainless Steel 105 71024X12HFX #10 x 12" HH MS Stainless Steel 108 78X1FPAX #8 x 1" Ph. FH SMS Stainless Steel 107 78)OSFPTX #8 x 314" Ph. PH SDS Stainless Steel EGRESS LOCK DETAILS NOT TO SCALE ATTACHED TO FRAME JAMB PRODUCT REVISED as complying with the Florida B uilding C.ode NOA-No. 17-0411.08 Expiration Date 09/24/2020 B y MlamWad''Produet Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1800 CERT. OF AUTH. /29296 BY' • • • • •�.``tpNYLYIyN�/ice JR 03/27/17 NOOANGESTHSEHEET. • LICENg ' • • • • • • P ' (�� �! RaHsatl 8Y: Oafs: NeNarorr. • • • • = • :• *No. 58705 .' -0 : : OpcApmn: Groan Ey: _?3 3i l� :' �_ EXPLODED WINDOW VIEW J ROSOWSKI • • • •, S ' • .10 ss HORIZONTAL ROLLER - LM 05/15/15 N . • • •. _ • . • _ • ,/,' t�� .E \ - SuNa/AbdN: Scale: Sheat Mow4g No. Raw. • • • . • * fb i ER HR -5510 NTS 18 OF 18 - MD-HR5510-01 B ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade 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 agdthe AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami•—kad e Cour y.Ptvduct Control Section that this product or material fails to meet the requirements of the appije� building code. This product is approved as described herein, and has been designed to comply witb.tlle Florida )>:ilding MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miam id ade.eov/economy •••• ••...• • • • • DESCRIPTION: Series "FD -5555" Outswing PVC French Door w/ & w/o Sidelia hbirCranscy�n . LM.I... .. •. • .• . ; 1 . .•\ , •tir - ,. through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, prepared by nnanufaZturer,. signed and • • oo . • sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Cot;trol•Revisiot %falflp with; • the Notice of Acceptance number and expiration date by the Miami -Dade County Prdd'uct Contro)! Section. : • • • •; MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is , displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises NOA No. 15-0409.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. • . . 000 •• •• • • • • I MIAMI•DADE COUNTY APPROVED NOA No. 16-0126.041 Expiration Dote. , Approval Date: May 05, 2016 Page 1 ! PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD -555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94. •... 5) Large Missile Impact Test per FBC, TAS 201:94.'. • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS ;Q3;4 along with marked -up drawings and installation diagram of a Se/kap-5570/Fp- 2770 PVC double entrance outswing doors, prepared by Fenestrptimil'estir . Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, si2hithiand 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 F 3C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-91 . • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94• • • • 5) Large Missile Impact Test per FBC, TAS 201-94 • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega, P.E. E-1 2/I,aht Manue Per P. Product Control Ex ' i r NOA No. 16-0126.04 Expiration Date: January 23, 20191 Approval Date: May 05, 2016 ...... • .• . . . ...... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing R}gird PVC French door, prepared by Fenestration Testing Laboratory, Inc., rest ReportMr.. • FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya„E., E. • (Submitted under NOA No. 13-0815.03) • - • .• 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••••• •• 2) Uniform Static Air Pressure Test, Loading per'FB"C TA4M-94 3) Water Resistance Test, per FBC, TAS 202-91. • • . . . . •. • • • • • along with marked -up drawings and installation diagram of a JWC fixed •window, • • •: • prepared by Fenestration Testing Laboratory, Inc., Test Repor; No. Z'TL-7338,, dated...* 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. : • • • • • (Submitted under NOA No. 13-0815.03) • • . • 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 2112-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel Product Contr Exam' er NOA No. 6.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E-2 . 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited foritheir "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. ••.. (Submitted under previous NOA No. 15-0409.03)• • •••• • 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extru QgsSimitad £o?.their "Brown Coated (Painted or Laminated) White Rigid PVC. EArior Extlusions for Windows and Doors", dated 11/06/14, expiring on 09/30/12: • • • (Submitted under previous NOA No. 15-0409.03) . • •• •..... 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extru,§�oi • Limited' their •. •. • series "VE 2000 Tan 202 and lighter shades (Non—White) algid Cellular PVC .. • Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring an 0103/19. (Submitted under previous NOA No. 15-0409.03) • . •. 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions 'Limited x their ...•: 1 series "White Rigid Cellular PVC Exterior Extrusions for Windows and boors" dated 01/23/14, expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F in48hrs. (Submitted under NOA No. 13-0815.03) • • • . E-3 Manuel Pe .E. Product Control : ner NOA No. 16-0126.09 Expiration Date: January 23, 2019 t Approval Date: May 05, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX -1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 56 Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0409.03) 2. Statement letter of no financial interest and of independent, ilSue' 13y ma.nxfaeture, dated 03/30/15, signed and sealed by Anthony Lynn Miller, P.E..: " . •; • .' (Submitted under previous NOA No. 15-0409.03) • � • 3. Laboratory compliance letter for Test Reports No. FTL-7370, ETI4-7371„Fila-7338' and FTL-7339, all issued by Fenestration Testing Laboratory, Ine v dated 04123/13 and, • • •' 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E.•••••• •• •• • • ..:..' (Submitted under NOA No. 13-0815.03) • • • • • • • . • • • • G. OTHERS • • 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industriet' Inc. for t4 ? Sere "FD -555” Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved on 07/02/15 and expiring on 01/23/19. .. Man el P- ez, '.E. Product Control u a finer NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016. E-4 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •••• • • 040 • •• •• GENERAL NOTES: SERIES FD -5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING VARIES, RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE FRENCH DOOR &SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 485 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: HURRICANE ZONE (HVHZ). Min. Edge Min. FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY DEBRIS REGIONS. Group Anchor Substrate Distance Embedment 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE Ungrouted CMU, (ASTM C-90) 1" 1-114" 3) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DARE COUNTY A 3/16" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" STRENGTH OF MIN. 1.9 KSI) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. #10 Steel SMS (05) Aluminum, 6063-T5' 5/16" 0.063" SHEET. ALL WOOD #10 410 S.S. SMS #10 18-8 S.S. SMS Steel A36." 5/16" 0.063" 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS Steel Stud, A653 Gr. 33' 5/16" 0.063' BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X B P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Rev C Rev B Rev A 02 02: 0 rnN 50. 1,17° gm 2,§A O � N N ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS 3/16' Elco Ultracon Grouted CMU, (ASTM C-90) 2-1/2' 2-1/4" THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. COncrete (min. 2.85 ksi) 1" 1-3/8" IF NON 1/4" EICo Ultracon Ungrouted CMU, (ASTM C90) 2-1/2" 1-1/4" 5) IF SILL IS TIGHT TO SUBSTRATE. GROUT IS NOT REQUIRED. USED, -SHRINK, P.T. Southem Pine (SG=0.55) 9/16" 1-3/8" NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4' SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS (G5) Aluminum, 6063-T5' 3/8' 0.071" o LL O TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. ORAS - #12 410 S.S. SMS 18-8 S.S. SMS Steal, A36' 3/8" 0.071" 304 FELT PAPER APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. #12 Steel Stud, A653 Gr. 33' 3/8" 0.071" (14 Ga) OR STUCCO. USE P.T. Southem Pine (SG=0.55) 1" 1-3/8" 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1. THIS 1/4" Elco Ultracon Grouted CMU, (ASTM C-90) 2-112" 1-3/4" SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR C Concrete (min. 2.85 ksi) 1" 1-3/8" INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE1/4' Concrete (min. 3.35 ksi) 1" 1-3/4" WATER RESISTANCE OF THESE INSTRUCTIONS. Elco 410 S.S. CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" PRODUCT IS NOT P.T. Southern Pine (SG=0.55) 1' 1-3/8" 7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD 1/4" Elco 18-8 S.S. Aggre-Gator Concrete (min. 3.27 ksi) 1-1/2" 1.3/8" BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY U� LM� (ASIM X90) 4" 1-1/4" sx THE DOOR, SIDELITE OR TRANSOM. 1/4' Elco Ultracon Concrete (min. 2.85 ksi) 2-1/2" 13/8" 8) DESIGN PRESSURES: DZ 1/ ICC410 S.S. Concrete (min. 3.35 kW) 2-1/2" 13/4" Q A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. E META MI THREADS BEYOND THE METAL SUBSTRATE. Cr 0O 7..6FRAME 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, TABLE 2: ® • Fn i W ANALYSIS AND GLASS PER ASTM E1300. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS Type Description Where Used: ( , Z ~O Z Z a, -'S CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR 1 13/16' Lemi. IG (1/8" T - 11/16' Air - 1/8" ANN - .090" PVB - 1/8" ANN) Door o LL BEEN USED IN THE DESIGN THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER 2 13/16' Lami. 10 (3/16" T - 5/8" Air - 1/8" ANN - .090" PVB - 1/8" ANN) Door L J u? DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 3 1-3/16" Lami. IG (1/8' T - 9/16" Alr - 3/16" ANN - .090' SG - 3/16' ANN) Sidelite/Transom ec O Z W (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE.Z 4 13/18' Lami. IG T - 1/2' Air - 3/16" ANN - SG - 3/16" ANN) Sidelite/Transom w fil (3/16' .090' 10) ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS. LTD. HAS 5 1-3/16" Lami. IG (1/8" T - 9/16' Air - 3/16" ANN - .090" PVB - 3/16" ANN) Sidelite/Transom aril '�sa0 sauas BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 6 1-3/16" Lami. IG (3/18' T - 1/2' Air - 3/16" ANN - .090" PVB - 3/16" ANN) Sidelite/Transom 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 7 7/16" Lino (41`" ON111 - .290' PVB - 3116" ANN) Door/Sidelite/fransom -•,:. I I BUILDING CODE."-_''� "ANN" = ANNIALED • "T" = TEMPERES • • • GUIDE TO SHEETS: ;• 12) REFERENCES: •VBTIRLAs'E Y Y /1MERICA, INC. "PVB'=.090" Bu*CITE®W TEST REPORTS: FTL-7339, 7371. 8715, 8716 & 8717 'SG" _ S�1TRY��I INT AYEFft Y p IBCA. INC. Y A• GENERAL NOTES 1 , 05 NOA'S: ELCO ULTRACON NON ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA; .090" • VISION EXTRUSIONS, LTD, WHITE RIGID. VE 1000 TAN 202 (NON-WHITE) RIGID & BROWN -COATED SEE TABLE 11 FOR SPACER INFORMATION ELEVATIONS 2 GLAZING DETAILS 3 :to . - �;. (PAINTED OR LAMINATED) RIGID PVC NOAS, VISION EXTRUSIONS LTD. WHITE & VE 2000 TAN CELLULAR PVC NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM STANDARDS USED:nn DESIGN PRESSURES 4-5 SIDELITE/TRANSOM ANCHORS4-6 1 (NON-WHITE) RIGID ALUMINUM DESIGN MANUAL. • • • • • • • • - - 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES.- - • • • • • • • • F *2014 FIIORID4 gU LDING �if (FBCC, 5TH EDITION *ASTM E*00-091 • • •iNsINFOPA NRS -2012 FORrNOO CCI1STRUCTION •ALUVOKIIIM D I N MANUAL, ADK20 •AI51-Sj00-07/5 - 10 • • • • INSTALLATION 7-9 EXTRUSION PROFILES 10 PARTS LIST 11-12 CORNER DETAILS 11 HARDWARE DETAILS 12 .'jam ' {- TE :•• ;, 1 t _ �- •.� LYNN MILL�R, P.E. •A. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •••• • • 040 • •• •• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• EXAMPLE CONFIGURATIONS 40" MAX: 3X " 40" -...- MAX. -P.- �37-916' 37-9 16" (38.79" _l 76' MAX. 1 r 1vM MAX SLAB WIDTH If_' M ® ULL1 1" MULL -�i -�- MULL r- 7 / / / // / 83-7/8" MAX. MAX. HEIGHT SLAB (ALL DOOR '-I / / / \ / / / , \ , \ , \ / / / /' /" �® / / / /' / / PICOIIUCT REVlSBi9 as complying with the Florio AcceptMolding Code �. 046, 00/anion Dine ! :*.lt/ 2��'irr-1 By i/ „ ei \ ; \ HE CONFIGS.),I \ \ / ' \ \ ^tl \ p ¢ A) NO CHANGES THIS SHEET JR -03/16115 \ \ \ / \ \ m B) LIMITED 00 CONFIG. JR -01/24/18 \ \ / \ \ V k A \ tt X I \J XX l' OIX (SHOWN) OR XIO OIXIO 07 J ROSOWSKI -555.1 s B TYP. DOOR SLAB (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE > SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES1 K 30.8 FT' MAX. 30.8 DETAIL SEE SIZE RANGES FROM SEE SIZE FT' MAX RANGES FROM HORIZONTAL. 38-3/4' O >- n n tC alo0 HEET# TABLE 889, SHEETS TABLE 889, SHEETS MULLION I 1 MAX. J C0 c N LENGTH O_, aM c, p a0' MAX. �{I 1 40" I� MAX.W 7/7/ ZLL �IJi 0 U U X N o O M OL .B �e.0 • eN 76" MAX. �iL- 1"MULL (X2) 1 I� TMP 98 7/8` MAX. 1061/16" MAX I TYP./7// if- 1" MULL I- Z W m O t MU DLO DLO °_' .-. .-1 ,‘1' Z d Z Ot N CO 'INYL FRENCH DOOR ANC )(AMPLE CONFIGURATIOI O / \ 111 • 111" I N / \ MAX. MAX HEIGHT "" 1" MULL j ea4S HEIGHT ORWIDTH / ORWIDTH1 PT :'s: VERL/ / 1 i i A to to N LL \ / 7 W • \ a14,1 ',se0 sa. S' V' SINGLE O • •• ••• • • • • • •• • O O \ ,II:•; OIXXIO SINGLE O (MdXIMUiA �OFe7' (WIDE STILES AND MADE (WIDE STILES AND WIDE (NARROW STILES AND NARKQQW • • L D ,�•`..r,,f ��._ •.; , _ • RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELRES) RAILS SHOWN ON SIDELITE$) • • (WIDf•STBES.INDjJAFIROW • 0/0 WITH O/X WITH .: - • • • • • RAI11646HONN ON 91DEMTE11)0 HORIZONTAL HORIZONTAL ;\ `r ' , ,;._. NOTES: -- "Q. - 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION - 2) MULLIONS SHOWN ARE STANDARD V FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES - •/; p 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW - J W 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. • • • • • • • • • • • • ON SIDELITE 8 RAILS SHOWN ON - "'-5 • • • . • • • • • TRANSOM) TRANSOM) 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTRR OR MULLED ASSEMBLY. ^}--‘ •_ 6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWING__S AS _ _ • • • • • • • • • .,_ A REFERENCE FOR SIZE LIMITATIONS. • • • • • • • • • • • • • • • • • • .'' �' A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• GLAZING DETAILS 1-3/16" NOM. GLASS STACK 11/16" AIRSPACE 1/8" TEMPERED GLASS EXTERIOR a 5116- LAMINATED GLASS STACK 1/8' ANNEALED GLASS .090' PVB /8" ANN ALED GLASS 11/16" GLASS BITE GLASS TYPE 1 USED IN DOOR ONLY 1-3/16" NOM. GLASS STACK 1/2' AIRSPACE 3/16" TEMPERED GLASS EXTERIOR a 37 36 EXTERIOR a 7/16' LAMINATED GLASS STACK 3116" ANNEALED GLASS x.090" SG 3/16" ANNEALED GLASS 11116' GLASS BITE GLASS TYPE 4 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 7/16" LAMINATED ��- GLASS STACK 3/16' ANNEALED GLASS / .090" PVB A413116" W IEALED GLASS 1 GLASS BITE 42 L as411. GLASS TYPE 7 USED IN DOOR, (SHOWN) 8 SIDELITE/TRANSOM 1-3/16' NOM. GLASS STACK 5/16" LAMINATED GLASS STACK _-1/8- ANNEALED GLASS 518' AIRSPACE _ •'• 090" PVB 3/16" TEMPERED GLASS EXTERIOR a @(.3..000- ( 1/8" ANTALED GLASS 11/18" GLASS BITE 1-3/16" NOM. GLASS STACK 7/16" LAMINATED /�� GLASS STACK 3/16" ANNEALED GLASS .090" PVB 3/16" ATEALED GLASS 11/16" GLASS BITE 9/16" AIRSPACE 1/8" TEMPERED GLASS EXTERIOR a 42 GLASS TYPE 5 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. • 1-3/16" NOM. GLASS STACK 9/18" AIRSPACE 118" TEMPERED GLASS EXTERIOR a 7/16" LAMINATED GLASS STACK 3/16' ANNEALED GLASS x.090" SG -3/16" AT EALED GLASS 11/16' GLASS BRE 0000 0 GLASS TYPE 3 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 1-3/16" NOM. GLASS STACK 1/2' AIRSPACE 3/16" TEMPERED GLASS EXTERIOR a 7/16' LAMINATED GLASS STACK X3/16" ANNEALED GLASS —.090" PVB 3/16" ANfVEALED GLASS 0000 0 •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• 11/16" GLASS BITE GLASS TYPE 6 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •PV8"• .0918" BUTACITE®PVB INTERLAYER BY KURARAY AMERICA, INC. • • • • • • • • •SG' X0909SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. • • •• • • PRODUCT REVISED as complying with the FIod Redding Code Acocptmce No I ' '01 - - Pxpinti.., Date _ 4...0420'1, G 201'1 Mi.RY • ,4/, , A) NO CHANGES THIS SHEET JR - 03/18/15 8) ADDED GLASS TYPE 7 & TPS JR -01/24/16 W 0 O } r- (9 W CV N 9 Cy A O Z LL tq u j - U_U XN 1-LijZ OODO oY �z az (941)-480-1600 M_ N 9100 VINYL FRENCH DOOR AND SLT/TR aIV1 N 0 N 0 14e o.N GLAZING DETAILS ssa0 m 1196 58 0 U- 0 0 th saiJas A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SINGLE DOOR INSTALLATION "AX 9" r 11 1 9" MAX MAX.f CENTERED BETWEEN HINGES SEE NOTE 1 CENTERED BETWEEN HINGES CENTERED �--BETWEEN 10.1/2"L-, ANCHORS MAX. 9" MAX. CENTERED BETWEEN ANCHORS CENTERED BETWEEN HINGES SEE NOTE 1 12" O.C. 4' MAX DOUBLE DOOR INSTALLATION (XX) ASTRAGAL CLUSTER 9-1/2" MAX. MAX CENTERED BETWEEN HINGES fCHOR REQUIREMENTS SAME AS HEAD X TABLE 3: X & XX Door. Design Pressure _+/.50.0PRE_ CJaaa Type_ I +/-70.0 PSF Glass Types 2 & TABLE 7: 10-1/2" MAX ANCHOR REQUIREMENTS SAME -AS HEAD--- 4" EAD 4" O.C. MIN., SEE TABLE 4, THIS SHEET, FOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE 1 SEE NOTE 1 J XX, (USING ASTRAGAL) 4 XX Door: Astragal Cluster Anchors Required Head & SIII . a �_ Door Width (n) 1.' A 60Q [ 72 76 m 22 <c9 ro 6.§6.§ <C0 8 <13 m <U" eyd' U il`g <c� 0 Re <S9 0 )g <0 to 22 <0 0 4 4 4 5 4 5 4 4 96 4"f5 1 4 6 41 6 5 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT HORIZONTAL MULLION DESIGN PRESSURE +/-70.0 PSF 1" MULLION SIDELITE-TO-SIDELITE MULLION INSTALLATION (010) ,----, SEE MULLION CLUSTER DETAIL BELOW r SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, 01X10, XIOIX, OIXXIO, ETC) SEE MULLION CLUSTER DETAIL BELOW ATTACH DOORS AND SIDELITES TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL DOOR OR SIDELITE ANCHOR REQUIREMENTS SAME AS HEAD MAX. \�\1"MULLION 4' O.C. MIN.r I 14" O.C. MIN. VERTICAL MULLION DESIGN PRESSURE +/-70.0 PSF 6" \I HORIZONTAL MAX. 1 MULLION I APPLICATIONS 9-1/2' i ALWAYS REQUIRE MAX. 1 TWO (2) ANCHORS (TYPE A -D) AT EACH MULLION END. ROTES, •• • ••• ••• • • 1) NGLL•DOOR MAI BE LEFT •R RIGHT-HANDED.• • tAMtrULLI S SHOW, Al STAADc�ARD 1' FRENCH ITOOMMULUONS. ES, SEE _ • FRENCH DOOR TE NOA. /HE LO ST M N IS UWENT DP M TED TO 9O BE "�I 1NEVEE13FICCALEAPPLIC PIONS AND 40" IN HORSMOWN MAY Be POSSIBLE USING OTHER MULLION PZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE - LITE i SEE TABLE 6, 1 THIS SHEET, FOR ANCHOR QUANTITY. SEE TABLE 1, SHEET 1 FOR TYPE 96" MAX. MULLION LENGTH IN VERTICAL APPLICATIONS ANCHOR REQUIREMENTS SAME AS HEAD MAX. 6' /rte—moi 4' O.C. MIN. \1" MULLION \ 4 O.C. MIN. 11 t SIDE- \\ LITE Anchors Required rar a Venice! Mullion leach mullion end) Door or Std L&1/8nsom Width On) 12 24 32 38-3/4 40 Mullan HetIM Dat di «.<0<o<0.. 0 m 1 o l m it U is o a m '$le_€ <8 p u <0 0 <0 m4 <0 U le_ <17 O •,0 Door so WA 2 1 2 2 1 3 2 1 WA WA WA SLUM 1 2 1 2 2 1 3 2 1 3 2 1 Door 96 N/A 2 1 3 2 1 3 3 2 N/A N/A N/A OLT/TR 1 2 1 3 2 1 3 3 2 3 3 2 IN BROVct,• ` I 1) ``,YYFF'JR HIN S• H G S ALLVAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1. SHEET 1, FOR ALL A O O F U F IX At� ORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINM/ LOC.�T(Oil (RECO MEN si F THA SMS OR 3/16° FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN NO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. • • • •• SEE TABLE 6, THIS SHEET, FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE FOR 'OIXXIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. 40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS. TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. PRODUCT REVISED as camplyiag with lhe Florida Building Code Acceptance No 1 "-OI -,4194."-r 1 i19" Expiration Owe A) NO CHANGES THIS SHEET JR -03/1&/15 B) ADDED GLASS TYPE 7 TO TABLE 3; JR - 01/24/16 31 LU oDt Oft J f0 ZLL uN3U-M Lif 0 O a/00 a/00 0!1 Y 0 0 ,cg *00,0 w re 17 uJ W 0 a z 0) w O 0sa0 m O '0N DMO U- 0 0 70045 F z e1ODS 0 LL A. LYNN MILLER, P.E. P.E.0 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 AULt 0: Sidelite/Tran•om Design Pressure (+l-, pof) for Glass Types 3 & 4 Long Side (In) 63-3/16 665/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 I Short Side (in) I 24 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 28 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 *1.70 */-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1.70 32 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 38 +/-70 +1-70 +/-70 +/-70 +1.70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 *1-70 +/-70 +/-70 38-3/4 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/70 */-70 +1-70 +/-70 +/-70 +/-70 +/-70 +la0 +/-70 40 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 */-70 42 +/-70 +/-70 */-70 +/-70 +/-70 +/-70 +/-70 */-70 +1-70 +/-70 +/-70 +/-70 +1-69.6 +/-88.5 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 */-70 +1-69.6 +158.6 +/-67.7 +/-67.3 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +189.4 +158.7 +1-67.6 +/-66.5 +/-65.6 48 +/-70 +/-70 +/-70 +/-70 +/-70 +1.69.9 +/-69.1 +1-67.8 +1-67 +1.65.8 +/84.7 50 */-70 +/-70 +1.70 +1-70 +/-70 +/88.4 +/87.8 */86 +1-65.4 +184.1 52 +/-70 +/-70 +/-70 +/-70 +189.1 +1-67.1 +1-66.2 +/64.6 +/-63.9 .a • •.• • • • • • • 64 +/-70 +/-70 +/-70 +/89.2 +/-68 +/-65.9 +/-65 +/-63.4 • • • •• • • • • • • . • 56 +/-70 +/-70 +/-69.7 +1-68.3 +1-67.1 +/-64.9 +183.9 • • • • • • 58 +/-70 +/-70 +/-69 +1-67.6 +/-66.3 +184 •• ••• •• • 60 +/-70 +/-89.8 +/88.5 +187 +/-65.6 62 +/-70 +/89.2 +188 +/88.5 63-3/16 +/-70 +1-69.1 +/-67.9 +1-66.2 • ••• • ••• 665/8 +1-69.1 +1-68.9 1 ACL* u: Sidelite/Transom Design Pressure, par for Glass Types 5, 6 & 7 Long Side (in) 63-3/16 66-6/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 Short Side (in) 24 +/-70 */-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 */-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 28 +1-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +170 +/-70 +/-70 +/-70 +1-70 +/-70 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/88.9 +/-69 +/-68.3 +/-67.9 41) *1-70 */-70 +/-70 +/-70 +/-70 +/-70 +/-70 */89.8 +/89.3 +/68.3 +/-67.4 +/-66.7 +/86.3 42 +1-70 +/-70 +/-70 +/-70 +/-70 +/69.5 +/-68.8 +/87.6 +/-67 -466 +/-65.1 44 +1-70 +/-70 +/-70 */-70 +/-69.1 +/-67.5 +/88-8 +/-65.6 +/-65 +/64 46 +/-70 +/-70 +/-69.4 +/-68.4 +/-67.4 +/-65.8 +/65.1 */-63.8 +/63.2 48 +/-70 +/68.8 +/68 +/-66.9 +/-66 +/-64.3 +/-63.5 +/-62.2 50 +169.9 +/67.6 +/66.8 +/85.7 +/.64.7 +/62.9 +/62.1 52 +/-69 +186.6 +/-657 +/-64.6 +/-63.6 +/-61.7 .a • •.• • • • • • • 54 +/68.3 +/-65.7 +/-64.8 +/-63.6 +/-62.6 • • • •• • • • • • • . • 56 +1-67.7 +/65 +/-64.1 +/62.8 • • • • • • 58 +/-67.3 +/-64.5 +163.5 •• ••• •• • 60 +167 62 +/66.9 63-3/16 +186.6 • ••• • ••• NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BEA SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS rll 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" 28" O.C. MAX. IF LONG SIDE IS 40' OR LESS 1f 23-1/2" O.C. MAX. IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12" MAX (LONG SIDE) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40' 26" O.C. MAX. IF LONG SIDE IS 40' OR LESS 23-1/2" O.C. MAX. IF LONG SIDE IS • • tIff iV4 • • • ••• • • 7 • • • • (SHORT SIDE) • • • • • • _ _• _ • • _• .• • • • •• • • •• • • • • • • SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12' MAX (LONG SIDE) ••• • • • • • • • • • • •• • • (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) PRODUCT REVISED as complying with the Florida Building end* Acceptance No 16-Ot • 04Q .ati,. Date By Miami A) CORRECTED TABLE 8 DIM. - JR -03/18115 m B) ADDED GLASS TYPE 7 TO TABLE 9; JR - 01/24/16 *100 VINYL FRENCH DOOR AND SLT/TR el u Q' DESIGN PRESSURE 2 "San m 1aa In to 0 2 oN 0mn LL O to aIO*S 10 10 u_ LL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IABLt 1U: Sidelite/Transom Ancho Quantity Long Side (in) 63-3/16 - 66 5/8 68 70 72 76 78 82 84 e8 92 96 98 104 108 111 a on acs 4 m `a$ a a a 4 m a a a_ 9 m �" aca a Sn at' 4 m (((777 ka t QU` 9 co 0 a tsn 0 4 m a 0 a n icu 4 m ha 0 a tsn <00<0<040<0 4 m la a n 4 m cg' a n 4 m a.ga a <0 4 m “13<0. a0 <0<0<0<0<040<0<0<0<0<0 9 m {a a0 n.g"d. 4 m a a0 m a..8 9 0 a 0 a g`a08.'2...g 4 m a0 a0 9 m $ 65 co 24 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 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 6 5 5 6 6 6 6 28 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 32 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4— 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6 5 6 5 7 5 7 5 5 7 6 8 - 6 36 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 -4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 38-3/4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 6 40 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 8 5 7 5 7 5 8 5 8 5 8 5 5 9 6 9 6 42 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 5 7 5 7 5 8 5 8 5 8 6 5 44 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 5 Shat Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 48 Shot Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Lag Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 50 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Lag Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 52 Short Side 4 3 4 3 4 3 4 3 4 3 3 3 3 3 3 3 3 3 Lag Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 7 5 54 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 56 Shat Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 6 4 58 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 60 Short Side 5 4 5 4 5 4 4 4 4 4 Long Side 5 4 6 4 6 4 8 4 6 4 62 Short Side 5 4 5 4 5 4 5 4 Lag Side 5 4 6 4 6 4 6 4 63-3/16 Short Side 5 4 5 4 5 4 Lorg_Side 5 4 6 4 6 4 66-5/8Short Side 6 4 6 4 Lag Side 5 4 6 4 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •_•' • • .• • •-•• • • •• ••• • • — • • • • • • 4&000CT REVISED _- complying with the Florida Building Code Acm prance No , • • 1 ..t4 ti 1 Date _ f. [�+ 1 By Mi s rc A) NO CHANGES THIS SHEET JR - 03/18/15 rc B) NO CHANGES THIS SHEET JR - 01/24/16 W > C7 CI O N • n N O C9 • sr Z LL to LL 1— Z m O In 7 o� •Y ,o Z o z (941)-480-1600 th atop VINYL FRENCH DOOR AND SLT/TR allU SLT/TR ANCHOR QUANTITIES asap m vi N 0 LL 0 CD H Z #10.15 0) 0) to 0 LL • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 114" EMBEDMENT 1 INSTALLATION SHIMOPTION 1 SHIM 23INSTALLATNANCHORS DISTANCE IVi,! ---------------) •••� •,1M ••• •• j--Ic1�N\ 671 TYP. ANCHOR TYPE. EMBEDMENT AND .`" 1 68 / "" \ a �r i ® _ . ce plying with Florida Rui1Joyg Cidc 71 ® G N° �O �� EDGE DISTANCE PER .„ .�% —�` E .'ra ion E , 'ration Date �T1iSIK. �i� SUBSTRATE, SEE �_' TABLE 1, SHEET 1. ��� f —CJI 0 5u r ..�� , „ a' aaa a..!rum _ _ 1/ u . 1 Miaxui ude !• • �ucl• t ..mh w To s.• t ~ ..., • i• • '1 ,� 1 ANCHOR PER HINGE •• R 1 \\U1W4M11 MI �. i~ TO BE THROUGHaaa SUBSTRATE. MIN. 410 IC �k" • �� _ i Li A) NO CHANGES THIS SHEET ) NO CHANGES FLATHEAD SMS, SEE I TABLE 1, SHEET 1. rill 72 EXTERIOR 14 0 f^qF U GQ re 53 m 6) NO CHANGES THIS SHEET JR -01Y14/16 0DETAIL 19 2X WOOD BUCKSTRIP EXTERIOR CVIl1V VLVV T VRIV IICE, FL 34275 )X 1529 NIS, FL 34274 .80-1600 J ROSOWSKI 0 ALSO SEE BELOW n 01 fa OR FRAMING, SEE +S DETAIL�B .Aaa NOTE 2, THIS SHEET TYP. EDGE TABLE 1(4" ANCHOR DISTANCE 1, SHEET TYP. ANCHOR TYPE, AND EDGE SUBSTRATE, SEE TABLE TYPE, EMBEDMENT AND AVOID INTERFERENCE PER SUBSTRATE, SEE OPPOSING ANCHOR 1. THE CORRECT STAGGERING EMBEDMENT DISTANCE PER 1, SHEET 1. WITH BY CHOOSING LENGTH OR LOCATIONS.. 78 _ 23 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 18 18PER TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE n .f1 atopin Lii "n in M EMBEDMENT MI MAX. SUBSTRATE, T 1 SHIM 23 23 10 ' SEE TABLE 1, SHEET 1, 23 - 10 - TABLE 1, SHEET 1. F Z m O v . t J�0 EDGE DISTANCE �r , 0 / � !WW1 N 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. / �� 0. O O v O� Z d Z J O 01 LL O n "I 1110 FLATHEAD SMS WITH ��aa. aa.aau `a• INSTALLATION �, ,� 1 h • �t � MIN. 3 THREADS BEYOND METAL SUBSTRATE. 52 a, 0 r laa45 OPTION 2 �� ® 0 Oi o INSTALLATION �® cn ANCHORS DIRECTLY r .• �-a _ ' I� �, Z INTO MASONRY. �I ip I >-- g Z 0 ''°'S 1( la\a 11N111111 —•N — "oin \1\1\\\1\\\m —1 I ¢ w P L S zr., . � g J Q I() mr--,L=1, r Ili 2!„) 4 • • 72 ° 48 ti anti ,sep sa�.as 1.1 EXTERIOR 0. - EXTERIOR 32 18 • 70 • •,U r 28 1" FRENCH DOOR MULLION • • • • • irJCTERIOR y 1 ANCHOR PER HINGE TO BE THROUGH • DETAIL •\/l DETAIL DETAIL SUBSTRATE. MIN. 3/16" FLATHEAD ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. • • • • • • • • • • • • INSTALLATION NOTES:1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 61,41S�AI�.ATION OP�IG7�SHE1�?MAYBES1p!Ol• •ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • • •••2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112". 1X WOOD BUCKS ARE OPTIONAI•IF UNI; CAN,PtINST4-LED DIRECtY TO _•_ _ _MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1.112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE EIrGINEVRED BY OIHERIS OR.e�IPPROVE4 TI=E •AUTHORITY HAVING JURISDICTION. •• • • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. iY;;IN'::;1.11113, A. P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL 114' MAX. SHIM 7///2 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. -- #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. 33 DOOR VISIBLE LIGHT WIDTH (DLO) EXTERIOR r FRENCH DOOR MULLION DETAIL D� INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND 23 EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DOOR FRAME WIDTH DETAIL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EMBEDMENT EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1, MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. 114' MAX. SHIM 41) CONCRETEICMU PER ANCHOR REQUIREMENT EXTERIOR 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. DETAIL SIDELITE/TRANSOM FRAME WIDTH DETAIL0 EXTERIOR •• ••• • • • • • •• • • • •• • • • • • • •• ••• •• • • • •• • • CONCRETEICMU PER ANCHOR REQUIREMENT INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Ar'' INS' LOTION OPTIIgN SHWMAY BEU S � ON • ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • JJ • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2*. 1X WOOD BUCKS ARGOPPIONAI•IF UNIT C44 8� INST4LED DIRECI_Y TI • MASONRY. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BEENGINEYRED BY-OTHi<RS OR OS APFWOVE BY.T _• AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SID!LITE OR TRANSOM. • • • 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. DETAIL EXTERIOR — 32 INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. PRODUCT REVISED as complying with the Flarid% Building Code Acceptance No Eviration Dace rc A) NO CHANGES THIS SHEET JR -03/18115 8) NO CHANGES THIS SHEET JR - 01/24/16 U ie W 0 >� . N Ory A Z LL uu LI Lif mO W QO -Z 0_Z (941)-480-1600 t7 b alo0 .110 Y 0 0 u,xw0 N Z 0 17- •osG0 m „aa 2 LL O 00 Iaa4S 1- Z a1o3S 0) 0 LL sayas ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY, EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE •u 2X WOOD ' 4 �11 /•ii L!!d CONCRETE 32) PER ANCHOR '. ° E ' UCKSTRIP ORFRAMING OR FRAMING. �_ C �� Cc` - yy�iiy�� REQUIREMENT ., •' = EMBEDMENT SEE NOTE 2, � / 17---- —EMBEDMENT�ll�.V>3F�D ff ��' i') ~ a C• 'i THIS SHEET - Florida 6 -��_ Buil g Code 1 1X WOOD �� -----<- _moo-- 1X WO0D BUCKSTRIP, SEE ^� Aa�epumce No Ilp•o MC,. 04 23 BUCKSTRIP, SEE a 1 `--��� _ NOTE 2, THIS SHEET. - , �•,.., Date. ) IJ4 I20) 9 NOTE 2. THIS SHEET..,/ I F_ J 1/4' MAX SHIM I �14' MAX SHIM �G = 1 —, ` - _ i _ __ +\ i T By 18 ® o7r / Miami r' 1 23 NO CHANGES THIS SHEET 10 _ �_� _� 18 uc -..• CO .+� .. ; A) JR -03/18115 I I U 1 . TYP. ANCHOR • TYP. ANCHOR • I 1 TYPE, EMBEDMENT AND EDGE TYPE, EMBEDMENT AND EDGE IT a B) NO CHANGES THIS SHEET JR -01/24/16 =,Y� 1 TYP. ANCHOR TYPE, I 1 L 11 -'I I 29 DISTANCE PER SUBSTRATE, SEE 1 • � 31 DISTANCE PER SUBSTRATE, SEE u ' EMBEDMENT AND EDGE TT SEE FL, SHBOLT TABLE 1, SHEET 1. TABLE 1, SHEET 1. DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCEC WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING \ DETAIL, SHEET 12 6 DETAIL I� 0 0in > � p } n r �n wop Y O O m •„,a /; LOCATIONS. r, eV p u EXTERIOR LI!IJ DETAIL -.I o AEI p al J J p a ii.,� P =LL �LL f0 M0 iiil SIDELRE/ 1 w d W O .4 E t•••�1 DETAIL(H) 1 DOOR VISIBLE LIGHT HEIGHT(DLO) 14 15 _ TRANSOM �� WINDOW FRAME VISIBLE LIGHT HEIGHT HEIGHT (DLO) o z Q Q y, r. Z ti Z � )OOR AND SLT/ 9 OF 12 C Riau _ DOOR �?;., iiii y4 Ilk m m i .•. ���,�iy. FRAME �r • ® r }�T} HEIGHT L . 2 �y Z (n r INSTALLATION NOTES: EXTERIOR <=1 �i■� I f a u 'INYL FRENC JSTALLATIOt z a,s 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR DETAIL( DETAIL() O E inw TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON TYP. ANCHOR atV U ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. INSTALLATION TYPE, EMBEDMENT - OPTION 2 AND EDGE awi 'asap sa.OT 2) WOOD BUCKS DEPICTED THIS SHEAS '1X, ARE BUCKS WHOSE TOTAL THICKO ESS 5 ESS THAN 1-1R4. 1X INSTALLATION L --rt , INSTALLATION • • • • • ANCHORS ORC1i = DISTCE PR SUBSTRATEESEE WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 1 ; I 22 t3 7yp. CHR • • MT(fMA•ONRY. 0 TABLE 1, SHEET 1. DIRECTLY TO TO MASONRY. WOOD BUCKS DEPICTED AS -2X- ARE INSTALLATION ANCHORS A • TYP MBE• N1• •• • • • • '■� 1 A 1-1/2” THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X W0O0. i�51, • • AND C y • • •1 • �' ,n �,�� 1/4" MAX. SHIM OR OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS -U1� APPROVED BY THE AUTHORITY HAVING JURISDICTION. (24 _ 7I _ 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER 1 1t ®_1! 1 !r^ I�r Yr; I�O • 1 • SUBS yCEP� • • SUBSTRATE, SEE TABLE 1, SHEET 1. - % 23 1 3 3.4 KSI NON -SHRINK, NON-METALLIC GROUT T. FULL t' - A.O. %�`!"' D 1::a LENGTH :R - a SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH 1/4" MAX. SHIM • ■� .`, Z--711 4 :: FRAME OF THE DOOR, SIDELITE OR TRANSOM, _ , . •• • • • • • • • • • • • • -. ' ' j 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, _ i 4 • • • • ° , P , SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 2X WOOD BUCKSTRIP OR FRAMING, SEE _ > ���_/ �C� • L=M BEUNENT• C•NCRA•TE PEQ • •• j • • •• ANCHOR 1 • • • - -.• • • 0- - ° ° • 1 ' ri EMBEDMENT NOTE 2, THIS SHEET —.--� �� • • REQUIREMEM • - , ., ,.• E. _ _ A. LYNN MILLER, P.E. EDGE DISTANCE EDGE DISTANCE "� P.E.%58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1 FRAME HEAD & JAMB #20000,Rigid Cellular PVC .080" 1.503" ►{ 3.564" 1.075" 05 H NGE STILE REINFORCEMENT #20013, 6063-T6 1.994' 1.359' .062" L OINACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC ri.632"I .050" SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC .080' FRAME SILL #20001, Rigid PVC b1.500" 1 3.518' .888" T� OTOP & BOTTOM RAIL 6 REINFORCEMENT #20014, 6063-T6 BEVELED (12), 4 BEAD #20005, Rigid PVC .500' .54 SILL CAP #19009, Rigid PVC 1 .062" .191" ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. 1 1.375' 1 .187' 4.922' r 312" 1.750' 3 PANEL RAIL & STILE #20002, Rigid Cellular PVC Hi— 2.281" --{ } .582" fru 1.457' f1075. -t .182' SIDELITE ADAPTER #20003, Rigid PVC 3.079" 1.097' 7 PANEL STILE REINFORCEMENT #20015,6063-T6 1.140" .281' OGEE BEAD #20006, Rigid PVC .935" 1.075' ACTIVE $ ASTRAGAL #20016, 6063-T6 _ 070' J 16 W FRAME SCRE COVER #20007, Rigid PVC •• 1 2.285' --► •• -� 0.125' . .723" • • %3}T0' t 23 ANCHOR PLATE #19031, 6063-T6 ►{ .063" .080' 3.918' 1.075' 9 INACTIVE ASTRAGAL #20017, 6063-T6 075' ._,111 -734-3" .840' ADD-ON FIN/FLANGE #20008, Rigid PVC .3T75' 1.625" Q20 1" MULLION CAP 009, Rigid PVC .374' .100" 011"FRENCH DOOR MULLION #20022, 6063-T6 1258" 773' II - 24 THRESHOLD • • • • CAP• 25 • DRIP CI P • #20020, 6063-T6 ' • 4002'6 6t%3 -t6 • • •• • • • • • ••a�2�1•II GE II R • \ JJ • COVER, • #20p23, I�tgit=PVC •• • • • • • • • ACTIVE ASTRAGAL COVER #20011, Rigid PVC .062" 060" 27O7/16" SQUARE BEAD #20047, Rigid PVC PRODUCT REVISED as complying with the Florida AcanBuilding pgamx No t-OV2(0.o4 Date ZOl A) NO CHANGES THIS SHEET JR - 03/18/15 B) ADDED PART 427 JR - 01/24)16 W > IY N N N V O_J P7 J 01 ZLL tNr, IL = u 00 X- 1- Z 03 0 o Y ,-z E1:° Z (941)-480-1600 "1o0 VINYL FRENCH DOOR AND SLT/TR P N O rq O /4 uhicug to z 0 rn a w •asap 9] 6, 0410 O 0 1aa4S co 1-- Z along to to 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: • POT Part Description Naterlal 1 20000 Door & SIdWte/Taneom Maln Fauna Cellular PVC 2 20001 Door Franc 5111 Rigid PVC 3 20002 Panel Stile & Rah Cellular PVC 4 20003 Sidelite Adapter Rigid PVC 5 20013 Hipp Stile Relnbrcement Num., 8063-78 6 20014 Panel Rail Relnlemement Num., 6063-76 7 20015 Panel StIe Reinforcement Num., 8083-16 6 20018 Active Astragal Rigid PVC 9 20017 Inactive Astragal Rigid PVC 10 20022 1' French Door Mullion Num., 8083-T8 13 20034 inactive Astragal Cover Rigid PVC 14 20005 1-1/16' Bata Bead Rigid PVC 15 20006 1-1116' Ogee Bead Rigid PVC 16 20007 Saner Cover Riga PVC 17 20008 Md -on FINFlengs Rigid PVC 18 21009 1" Mullion Cep Rigid PVC 19 20011 Mine Astragal Cover Rigid PVC 20 20012 Single Door Astragal Cover Rigid PVC 22 20018 SN Screw Cover Rigid PVC 23 19001 Anchor Plate Nun., 606316 24 20020 Thesne11 Cover Ahan., 606176 25 20021 Drip Cap Riga PVC 28 20023 Hinge Trim Come Rigid PVC 27 20047 7/16' Square Bead Rigid PVC 28 Fin Weatherstrip 29 1871/3 Frame Weatherstrip 31 714FPT410)0/J Frame -to -Wide Slab Screw. #14 X 1-1)? Ph. FH, 18.625 O.C. Stainless Steal 32 7S101X Frame -to -Nor. Slab Screw. #10 X1" Ph. FH, 28' O.C. Stainless Steel 33 78X1FPT410 Reinforcement Screw 68 X Y Ph. FH, ir O.C. Stainless 3001 34 710)QFPAX Frame Assembly 811,0. 100 Xr Ph. FH Stainless Steel 35 714FPT410)0A' W -W Slab Assembly Screw. #14 X 1-1/2' Ph. FH Stainless Steal 38 71420X2.25 N•W Slab Assembly Screw #14 X2.114' Ph PH Stabilises Steel 37 WS Spacer System 36 Cardinal XL Edge Spacer 39 Qualm DcreSad Spacer, Composite Sealant/Dessicant 40 62689 Queries SupsrSpacsr, Foam EPDM W Dessiccant 41 20026 Setting Block, 85 +/- 5 duo. Vinyl 12 Bookbidding: Dow -995 or GE -7700 Slims 43 Argon Gas 44 614L5140 Hot Melt Butyl 45 1852 Setting Block 9/18" x 4' x 3/18'. 85 ♦I- 5 Ave. Neoprene 48 1811 Setting Block 117 x 1' x 1/8', 85 +/- 5 dun. Neoprene 47 - 73 sae Harders BOM, Table 12, Sheet 12 90 20033 radios Astragal Cap Metal 91 20035 Astra Astragal Cap Acetel ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART# 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH (XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT (XX DOOR FRAME WIDTH / 2) - 11.5 = DLO WIDTH SLT/TR FRAME HEIGHT- 12.1 = DLO HEIGHT SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH WHEN USING PART # 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR HEAD DOOR PANEL HEAD DOOR JAMB DOOR PANEL HINGE STILE DOOR PANEL LOCK STILE DOOR JAMB • •• • • • • •• • • •• • DOOR SILL • •• • • • • •• •• • • • • • • • • • • • •• e • • • • S I DEL I E/TRANSOM JAMB W/NARROW FRAME SIDELITE/TRANSOM SILL W/WIDE FRAME (HEAD SIMILAR) PRODUCT REVISED as complying with theFlorida Building Code Acceptance No 110. •0 Explosion Date /r A) ADDED #38 - JR - 03/18/15 B) ADDED PARTS #27, #45 & #46 JR - 01/24/16 W Q. >cV OJ A 0J m Z LL to LL H Z CO • o z 0 z (941)-480-1600 4144 VINYL FRENCH DOOR AND SLT/TR +110 Y 00 O O Q' 4U CORNER DETAILS AND BOM 5144 m 88 u6) 0 0/00 tL 0 14a4S H Z a140S 6 6 1 0 u- ua0 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 70-73 HARDWARE DETAILS & LOCATIONS 52, 54) EQUALLY - SPACED EQUALLY - SPACED EQUALLY - SPACED a• MAX. TABLE 12: 44" MAX. (4740)H, (52, 63)-- \ - 7 67 \( PGT Part# Description Material 47 C O .J C \ / \ \ / P3000 3 -PT Rhino Lock (over 68"), Amesbury Inc. ) L \ \ 49 71032XIFPFX Rhino Lock Screw 10-32 X 1" Phil. FH Stainless Steel u "X" CONFIGURATION 6 PGT Part# Description Material 47 666032701 P3000 3 -PT Rhino Lock (68"), Amesbury Inc. Stainless Steel 48 666032702 P3000 3 -PT Rhino Lock (over 68"), Amesbury Inc. Stainless Steel 49 71032XIFPFX Rhino Lock Screw 10-32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, (X): 610 X 1" Phil. FH 410 S.S. 55 7BX12PFHUX Strike Plate Screw, (Qg: #8 X 1/2" Phil. FH 410 S.S. 60 7SB1202 Flush Bolt Q0 61 7803725 Flush Bolt Rod Ng 62 420034 Flush Bolt Guide 0Q 63 7832X12FPXP Flush Bolt Guide Screw 8.32 X 1/2" Phil. FH 64 48033N Guide Pln Q0 65 78036 Flush Bolt Strike Plate 000, Amesbury Inc. Stainless Steel 66 7832X12FPW Flush Bolt Strike Plate Screw, (Xtt): #8 X3/4" Phil. FH 410 S.S. 67 wales Handle/Lever 68 varies Dummy Handle/Lever 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw #10-32 X1" Phil FH Stainless Steel 72 7S101X Hinge, Frame Screw 610 X 1" Phil. FH w Stainless Steel 1P "XX" CONFIGURATION HINGE DETAIL: • • • • -• •• • •- • • • • 0 SEE DETAIL, TOP LOCK SIMILAR • • • •• • • ••• • • • • • • • • • •• 9/16• BEYOND PANEL ••• ••• • • • • • • • •• •• • • • • FLUSH BOLT DETAIL: PRODUCT REVISED as complying wills the Florida Building Code Acwptence t -I�G'"01 } 04. Expirasion Dar�p�p.'LrYfJ�.r • I A) NO CHANGES THIS SHEET JR - 03/18/15 B) NO CHANGES THIS SHEET JR - 01/24/16 C0 O g Z- u _� LL 00 X92 �w cODO o• ) QO o—z az CO 0�7 VINYL FRENCH DOOR AND SLT/TR 0117 03 co O Baa co ur0,0 DESIGN PRESSURE TABLES 3 •0000 2 740 LL 0 N 7aa4S F Z 0,007 10 w 0 a7 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —SIT #: UJ�,��' M.aml Shcres Village BED RM DTr- LIVING RM BED RM UNIT I -L ENTRY opOVED BY OMNI G DEPT rtiCti LDG DEPT _. 0 CCMPLIAN -E WI (H-1 ALL f ,CE,JEC' �, STATE ANS LC rJiv'`� rt�l-5 AND RE`'"�T1OPRODUCT SCHEDULE TiAL. MK PRODUCT WIND WIND PRESSURE PRODUCT RATING CODE SIZES ZONE POS NEG POS NEG 01 FD 34X81 4 41.5 44.9 70 70 02 SGD 72X80 4 41.5 44.9 60 60 03 5GD 72X80 4 41.5 44.9 60 60 04 HS 74X51 4 41.5 44.9 65 70 SYMBOL PRODUCT APPROVAL DESCRIPTION HS 1 7-041 1.05 HORIZONTAL SLIDER WINDOW SGD 1 7-0420.06 SLIDING GLASS DOOR FD 16-01 26.04 OUTSWING FRENCH DOOR MRH: 27 FT IIII/IIII,II•""," •••••44 ��.'� C �E N S •F� No. 12609 * * :* o J9 0 tuE N W �,n Zaw w°� tu ': STATE OF ..01/311:t! rLo o � A. sS �G••• n . AZ 0 11- <•.n."-•-... ' oLU2 z m 0 o -00u 0-'zZ \�l HUma_0 z ‘41 cp wwr,_w z 0 0 W ••��I-U • •z • • •..z w • 1 o 0 J'• 47 •— • •o0� • • %.D •..•• ••z•4Cw Z 1— • SHORT BUILDING DIMENTION, B: 76 FT . •• •• END ZONE, a: 92 IN Vult: 1 75 MPH EXPOSURE: C ROOF SLOPE: <10° FLORIDA BUILDING CODE 2014 - 5th EDITION HVHZ WIND LOAD BASED ON ASCE 7- I 0 USE THIS WIND LOAD IN CONJUNCTION WITH PRODUCT APPROVALS ZONE 4: PD= +41.5, -44.9 PSF ZONE 5: PD= +41.5, -55.3 PSF VOW _ c • • IY • -..161•••S. ;••• • z p••• oQ •• • • • • • • • • • • • •• • • • • • • • • PK DRAFTING* MORE INC. SCALE: NA DATE: 10/27/17 DRAWING # 11-690_ SHEET I OF I inspection heet Miami Shores Village 10060 M.E. 2nd A ; Shores, FL Phone: (305)7 7564972 Inspection Number: INSP-297258 Scheduled Inspection Date: February 13, 2018 Inspector: Riveron, Alexis Owner. T1KVESU, ANA Job Address: 9020 NE 8 Avenue 1# Miami Shores, FL 33138 Project <NONE> Contractor: THE HOME DEPOT USA MC Permit Number. WS -1-18-142 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060420090 Phone: (954)336-0881 Building Department Comments WINDOW & DOOR REPLACEMENT 2WINDOWS IMPACT & 2 DOORS IMPACT ffabruary 13, 2018 For please calx r30S)762-4949 Page 23 of 23