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WS-20-582Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-03-20-582 ftM6 �Permit Type: Windows/Shutters Tr ork Classification: Window/Door Replacement 6-.1 Permit Status: Approved Issue Date: 04/07/2020 I Expiration: 10/05/2020 Location Address Parcel Number 10130 N MIAMI AVE, Miami Shores, FL 33150 1131010210060 Contacts MILDRED & MIROSLAV DJORDJEVIC Owner THE HOME DEPOT Contractor 10130 N MIAMI AVE, MIAMI SHORES, FL 33150 ROBERTO SANCHEZ 2455 PACES FERRY RD C-11 HSC, ATLANTA, GA 30339 Business:7542242010 robertosanchezthd@expeditepermit. Mobile: 9543956426 com Description: REPLACE 12 WINDOWS AND 4 DOORS SIZE FOR Valuation: $ 16,500.00 Inspection Requests: SIZE I M PACT GLASS Total Sq Feet: 0.00 Fees Amount CCF $10.20 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $3.40 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $260.00 Total: $298.60 Payments Date Paid Amt Paid Total Fees $298.60 Credit Card 04/07/2020 $298.60 Amount Due: $0.00 COVID 19 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. April 07, 2020 Page 1 of 2 t RECEIVED BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 QBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS JOB ADDRESS: 10130 N Miami Ave MA 17 2020 BY: I ' FBC 20 F_t -d3- ?z) i; _ VsS Master Permit No. " Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#:11-3103-012-0060 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Miroslav Djordjevic Phone#: Address:10130 N Miami Ave City: Miami Shores State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: The Home Depot Phone#: 407-378-6681 Address: 2455 Paces Ferry Rd C-11 City: Atlanta State: GA Zip: 30339 Qualifier Name: Roberto Sanchez Phone#: 407-378-6681 State Certification or Registration #: CGC1522717 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 16500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Replace 12 Windows AndyDoors Size for Size IMPACT GLASS Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) nding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS; FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat �^ OWNER or AGENT The foregoing instrument was acknowledged before me this �_ day of f 20,70 by {�?�r•�TtJK TP1�i�who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: riuUor .'i/, Sign: Print: * 4 • Seal: •Q0366292' Q S Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 6;?0 by who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign Prins Seale **s**sssssssssssss*sssilf1111NNM1��**** sss s sssssssss*s****s* APPROVED BY N/bvp Plans Examiner as *ssss Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 2 OUICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-021-0060 Property Address: 10130 N MIAMI AVE Miami Shores, FL 33150-1250 Owner MIROSLAV DJORDJEVIC MILDRED J DJORDJEVIC Mailing Address 10130 N MIAMI AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,168 Sq.Ft Lot Size 14,400 Sq.Ft Year Built 1938 Assessment Information Year 2019 2018 2017 Land Value $316,320 $301,446 $301,446 Building Value $154,470 $154,470 $143,348 XF Value $32,977 $33,332 $33,687 Market Value $503,767 $489,248 $478,481 Assessed Value $281,295 $276,051 $270,374 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $222,472 $213,197 $208,107 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 5341 HAMILTON TER A SUBDIV PB 15-75 LOTS 8 & 9 BLK 1 LOT SIZE 100.000 X 144 OR 15958-2701 0693 1 Generated On 3/17/2020 Taxable Value Information 2019 2018 2017 . .............. ............ ......... County Exemption Value $50,000 $50,000 $50,000 Taxable Value $231,295 $226,051 $220,374 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $256,295 $251,051 $245,374 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $231,295 $226,051 $220,374 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $231,295 $226,051 $220,374 Sales Information Previous OR Book - Price Qualification Description Sale Page Financial inst or "In Lieu of 01/10/2011 $201,394 27558-2970 Forclosure" stated ................. Corrective, tax or QCD; min 06/03/2010 $0 27426-2967 consideration Financial inst or "In Lieu of 06/03/2010 $1,100 27323-0340 Forclosure" stated 01/01/2005 $449,000 23006-4583 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade Countv assumes no liabilitv. see full disclaimer and User Aareement at httD://www.miamidade.gov/info/disclaimer.aso https://www.miamidade.gov/Apps/PA/propertysearch/ 3/17/2020 Miami shores Village Building Department 10050 N-E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 75&8972 lwpecfion requirements for. Windows. Doorst-, or Fixed Glass (cladding) Permits . S kvI ip-h 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 can thepermit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining urindow and/or door permits for the installation of same, it is the responsibility of the permit holder to request w-indow/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). Acknowledgement: (, ,,.� ram,. �' � ��° !�CJC 2f `�- � • .� I�C j7 Quahfier/O%mer Signature Date Print Name • WINDOW/ SHUTTER 01 ".-R ,M SHEET 5H 4 4A 3 -I g a �q 544 f D q-A :;A \! W Mean Roof Height 16' Building Width 46' Roof Slope 3/12 Building Length 66' Y Ko IjjAJC1 A10A /11�0 1 ?` - i ll . 09 ... . . . . . .. D' ' Fe,� II C -�`.. moo - . ..... . ... . .. .. . . . .. .. .... . . .... . -- o I. H c, ul z Q C � LLI Q < y J� uJ Q � C N ~ < L o m w � V) z r } •-i aI c~..I F- c u. w � �- > c w c z. - < i C 1 OF 1 5 6 7 jam8 9 10 •••• • • 11 • • • • • • • �Pid Kitchen Hall • • •• • • • Living • • • Living •••••• • •• • • • •••••• •• • •• •• • ' ' • • 12 • • • • • • • • • • • • • • Bed • • •••• •••• • • • •••••• Living •Bath • • •.•• • •• Bed 13 •••••• •••• • • 3 Bed F16 15 14 2 MILDRED DJORDJEVIC 10130 N MIAMI AVE MIAMI SHORES, MIAMI, FL CUSTOMER'S NAME PROJECT NO. MEAN ROOF HT ROOF SLOPE BUILDING WIDTH I BUILDING LENGTH THE HOME DEPOT DJORDJEVIC 7479553 15' 3:12 45' 65' PPMF Inc. CA 32459 Past & Present Moving the Future 9715 Broward Blvd. PMB 247 Plantation, Florida 33324 Tel: (954) 541-3930 Fax: (954) 368-3741 Email: PPMFQAOL.com REF* 20A-044 Date: 3/26/2020 Contractor: The Home Depot 2455 Paces Ferry Rd - Atlanta, GA - 30339 Job: Djordjevic Residence _ - 10130 N Miami Ave - Miami Shores, FL - 33150 Design by: PEDRO DE FIGUEIREDO, PE 52609 (Sheet Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 26-30) Florida Building Code 2017 - 6th edition jMean Roof Height. (MRH) 15 Feet Low Rise: Buildings with MRH<= 60' and MHR <= B ' Cladding Elevation 15 Feet r Minimum Width: (S) - 47 Feet { Roof Slope Roof Slope Reduction Factor O Roof Slope <= 10 degrees 0.90 ,Basic Wind Speed _ 175 -,mph Use Figure 26.5-1A or FBC 2017 V Risk Category: II ;exposure" •••• C a Zg .....(Section 2fj.7)' . ; . , 9.5 900 'Exposure C!Ope. • • • ,n terrairfw IPmattered obstructions height less than 30ft. Open country, grasslands ...... .. . •• •• .... 9ulldirig, T-y a :..:..Enclosed •..:.(Fully - and Partially Enclosadr4ection 26.10) " "ISd - Tab1e,26.6.1 • • • 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 .....Kz - Table U3.1 .. ; , • • 0.85 '. Kh - Tabl%20.3.1 .. 0.85 •:..:Kzt-Seciiorj?6.8 •. : 1.00 To be used when hill height H — 15' Velocity Pressure (qz) 56.57 Psf qz=0.00256 . Kz . Kzt . Kd . VA Section 30.3.1 ,Velocity Pressure (qh) 56.57 Psf qh=0.00256 . Kh . Kzt . Kd . V^2 Section 30.3.1 Tributary Area - 10 ft2 GCpi ( Int. Pressure) 0.18 -0.18 Table 26.11-1 GCp ( Ext. Pressure) zone 4 (+) 0.90 zone 4 (-j -0.99 Figure 30.4-1 (walls)_i zone 5 (+) 0.90 zone 5 (-) -1.26 Wind load Psf I positive negative _ Psf Psf Wind load combination factor 0_6 0.6 y zone 4 j 36.7 -39.7 ; zone 5 , 36.7 -48.9 Zone 5 for units located less than 57" from buiRigg thMew End zone (a) I 57 INCHES Notation: (a) -10%0 of the least dimension or 0.4 of mean roof height, whichever is smaller. A . D• Also (a) must not be less than either 4% of the least dimension or 3 feet. I THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA - iTV ' THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL '> `t+ f •^, �' DESIGNED RATING. f'' ,`^?+ "326f20201 PEE DROJ. GUE�I fLE\ 2809 NOT HQ D� ) 47HQ MEX 0- i WINDOW SPECIFICATION SHEET f'' •; • •.• ;• •; Spec Sheet # 1)" , • • • i . i . • • Sheet: / of I , Date: q S- Stationary XzOperating Viewed from the outside Standard (STD) Reverse (REV) IMS ��ID 7��p ■��i0�� Ott■� f��i'[[ MIMMEEEMNM Coss NMW==1A MEN OEM MMIMM NIEMEN MMIMEMEMENOMME, No IN EMMEME Him MENNEN ME MEN IN No IN No NMI NEON 11MMEMEMEM EMINE NOMINEE 0 MOMEM No MEMENINEEM MMEMMEM ENE MMEEM_ SPECIAL CONSIDERATIONS MEN NONE MINE I have reviewed and agreed with all job specifications and the Special Terms and Conditions on the back of the yellow (Customer) copy Customer Signature 1 The Home Depot At Home Services VENDOR ORDER S&jgA•RY ... Job No: 7513351 Homeowner: Ms. Mildred Djordjevic eSale bat;-. :/2/*OA Siebel Id: I-1KXNNT5 Product: Windows Vendor: PGT INDUSTRIti MC. Branch: Miami Status: Sale/Finished and Paid -dome Depot 000 Snip To: Line/Rm/Flr _ StyleSeries Interior Color • t, iars Opt", '.' 1 Bedroom 1 5500 - Impact Single [lung DO NOT USE White • • . . Soft Coat Description: Single Hung - Vinyl - Std - Impact Install Type: DO NOT USE '; ; Le Frame Type: N/A Testing Cert: N/A �' ' • • • • : : ; • • Anchor Type: N/A Patio Door Stack: N/A 3/19/2020 2:57:38 PM Measurer: Orlando Seijas Consultant 1: Lawrence M Burnett Dealer #: Ordered Width Height - Qty 31.25 53.75 1 DP Rating: N/A Wrap: No Wraps Exterior Wdw Color White Seatboard Material: Interior Casing: Wall Thickness: Construct Roof: N Soffit Color: 1 2 Bedroom 1 5500 - Impact 1 Panel Slider DO NOT USE, White Soft Coat Description: 1 Pnl Slider - Vinyl - Std - Impact Install Type: DO NOT USE Hinges: X S Frame Type: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof. N Soffit Color: 1 3 Bedroom 1 5500 - Impact 1 Panel Slider DO NOT USE White Soft Coat Description: I Pnl Slider - Vinyl - Std - Impact Install Type: DO NOT USE Hinges: X S Frame Type: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof. N Soffit Color: 1 4 Bathroom 1 5500 - Impact Single Hung DO NOT USE White Soft Coat Description: Single Hung - Vinyl - Std - Impact Install Type: DO NOT USE Frame Type: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof. N Soffit Color: Obscure Glass - Low E 1 5 Living Room 1 5500 - Impact Single Hung DO NOT USE White Soft Coat 65.00 53.75 1 51.75 49.25 l 35.68 72.00 _-- 16 - - 35.68 72.00 - M=Miscellaneous Item *=Price Override [=Item Changed Page 1 of 3 • .... The Home Depot At Home Services VENDOR ORDER SfiV1*ARY Job No: 7513351 homeowner: Ms. Mildred Djordjevic 40 n0i4 SiebelId: I-IKXNNT5 Product: Windows Vendor: PGTINDUSTRMINC. Branch: Miami Status: Sale/Finished and Paid -Home Depot . $hip To: • 3/19/2020 2:57:42 PM Measurer: Orlando Seijas Consultant 1: Lawrence M Burnett Dealer t!: Line/Rm/Flr Style Series Interior Color t:lhss Op"A • • 1 Description: Single Hung - Vinyl - Std - Impact Install Type: DO NOT USE • • , , Frame Type: N/A Testing Cert: N/A •, � • • • • • . ;, • go Anchor Type: N/A Patio Door Stack: N/A • • • • • ; • • • DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof: N Soffit Color: I 6 Living Room l 5500 - Impact Single Hung DO NOT USE White Soft Coat Description: Single Hung - Vinyl - Std - Impact Install Type: DO NOT USE Frame Type: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof: N Soffit Color: I 7 Kitchen 1 5500 - Impact l Panel Slider DO NOT USE White Soft Coat Description: I Pot Slider - Vinyl - Std - Impact Install Type: DO NOT USE Hinges: X S Frame Type: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof. N Soffit Color: 1 8 Kitchen l 5500 - Impact I Panel Slider DO NOT USE White Soft Coat Description: I Pnl Slider - Vinyl - Std - Impact Install Type: DO NOT USE hinges: X S Frame "rype: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof: N Soffit Color: I 9 Living Room l 5500 - Impact Single Hung DO NOT USE White Soft Coat Description: Single Hung - Vinyl - Std - Impact Install Type: DO NOT USE Frame'rype: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps M=Miscellaneous Item "=Price Override 1=Item Changed Page 2 of 3 Ordered Width _ Height - 35.50 36.50 35.50 36.50 25.00 Qty --- 1 36.50 I 48.25 1 The Home Depot At Home Services VENDOR ORDER St1dVId'QIA.RY • • • 3/19/2020 2:57:45 PM � • • � • • Job No: 7513351 Homeowner: Ms. Mildred Djordjevic Salepatee •2i'I O24 • • Measurer: Orlando Seijas Siebel Id: I-IKXNNT5 Product: Windows •.• . . • Vendor: PGT ADUS?RW;gNC. Consultant 1: Lawrence M Burnett Branch: Miami Status: Sale/Finished and Paid -home Depot • ship To: Dealer #: ------ — — - - — - ----------- - ---- ------ - -- -- - - : -. —. � . • : + • • • � �-� - - - -- ---Ordered - -- - Line/Rm/Fir Style • • ' • • . • . . Series Interior Color• • Glass Op�iWty •• • Width height Qty -_ Seatboard Material: Interior Casing: Wall'Thickness: .. gnVruct Roof: N Soffit Color: 1 10 Dining Room I 5500 - Impact I Panel Slider DO NOT USE White �• 0" • •Soli (,*qat • 34.75 36.38 1 Description: I Pnl Slider - Vinyl - Std - Impact Install Type: DO N07' USE • • ' ' • Ilirtgei: :.. }� iS• Frame Type: N/A Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Wall Thickness: Construct Roof: N Soffit Color: 1 1 I Dining Room 1 5500 - Impact I Panel Slider DO NOT USE White Soft Coat 65.00 53.75 1 Description: 1 Pnl Slider - Vinyl - Std - Impact Install Type: DO NO"f USE hinges: X S Frame Type: N/A 'Testing Cert: N/A Anchor Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Exterior Wdw Color White Seatboard Material: Interior Casing: Wall Thickness: Construct Roof: N Soffit Color: 1 12 Entry / Foyer 1 5500 - Impact 1 Panel Slider DO NO"I' USI? White Soft Coat 65.00 53.75 1 Description: I Pnl Slider - Vinyl - Std - Impact Install Type: DO NOT USE hinges: X S Frame Type: N/A Testing Cert: N/A Anchor'Type: N/A Patio Door Stack: N/A DP Rating: N/A Wrap: No Wraps Seatboard Material: Interior Casing: Special Considerations: Manufacturer Notes: Wall "Thickness: Construct Roof. N Soffit Color: M=Miscellaneous Item *=Price Override 1=Item Changed Page 3 of 3 MIAMI•DADE • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NO' -LU I ACCEPTANCE (NOA) www.miamidade.gov/economy EGT Industries, Inc. 1070 Technology Drive forth Venice, FL �34277 ScOPF. This NOA is being issued under the applicable riles 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 Code. including the High Velocity Hurricane Zone, DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.M.I. AFF%OVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LMO,*sheets : t lCi4gh 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, • 01 d'and sealed b' Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision • • • • • stamp with t;e Not6 of Acceptance number and expiration date by the Miami -Dade County Product • 000000 • C trSectio . . • • • • •I N41WE IW94CT RATING: Lar a and Small Missile Impact Resistant • • • • • Q%LING � V :`& unit shall bear a permanent label with the manufacturer's name or logo, city, state, • • • • • • mgdel/series. kW� following statement: "Miami -Dade County Product Control Approved", unless otherwise ...... notgAUerein • • • RAINEWAIj o f this NOA shall be considered after a renewal application has been filed and there has been • • • • • • nb dh'rge in the applicable building code negatively affecting the performance of this product. 111ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. No. 17-0630.05 (ELxpiratione: July 30, 2020 ember 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NM-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) .... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • •. 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ' . • •. 3) Water Resistance Test, per FBC, TAS 202-94 • • • " 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 ..... . .. ...... 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • • • •, •a1tV with marked -up drawings and installation diagram of a series 5500 PVC single , :....: "" , *Af g window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. „f%-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. '. ...: (Submitted under NOA No. 15-0519.05) • • • • • , • • • • 3. • -Tes; 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 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15 9.05) Manuel erez, P.E. Product Contro Ex iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTMED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass 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. ; Vbtjce of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, • • • • • *Inc. *for their "Performance Core Rigid PVC Exterior Extrusions for Windows ...... . .. . Tu&oors" dated 09/15/16, expiring on 04/16/20. ...... .. . .. .. . ";' • F. • • STATEVMNTS ""a. .'S{alement letter of conformance, complying with FBC 5" Edition (2014) and FBC • • • •; *�dition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by ...... .... • ...Anthony Lynn Miller, P.E. • • • • 2. §torte ment letter of no financial interest, dated June 22, 2017, issued by manufacturer, ."". 'signed and sealed by Anthony Lynn Miller, P.E. 0 0.0 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.05) 4. 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. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and iring on 07/3 0/20. Man Pere , P.E. Product Con rol ExAminer NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 EXAMPLE FOR ,1 2&1B'MAX. O.C. RADIUSFADER-TOP \ 12' MAX. FROM HEADER (SIM. FOR ALL FRAME SEAM WINDOW TYPES) // B, SEE SHEET A SEE " B. SEE �._—. 30' MAX. O.C. 12• MAX SHEFT 3+ SHEET3 A. SEEF+ SHEET3 EQUALLY EPPACED I SPACm A I TABLESSI ANCHORS PER / TABLES 9-11 Q I 4' MAX. X I, 4 1P MAX. O.C. SUCK `- HEIGHT EQUALLY SPACED � j 13-Ld' MAX. O.C. EQUALLY SPACED ANCHORS PER TABLES 9.11 i / _L, ANCHORS PER A TABLES Ftt I ,. a1rr MAx. 4' MAX. BUCK WIDTH ANCHORAGE EXAMPLE MAX.O C. FOR ARCH -TOP HEADER (SIM. FOR ALL _ 4 3V _ tYMAX. / / WINDOWTYPES) -C 10' MAX. FROM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT IARGE d SMALL AYSSILE LEVEL, SEE SHEETS&] IMPACT RESISTANT 12' MAX / FRAME SEAM O, SEE LIGHLIGHTWIDTH VISIBLE SHEET4 LIGH B, SEE _ _�30'MA%.O C. +I 12. C.SEEr SHEET3 SHEET4+ FIXED _ /VISIBLE —� A. SEE F.__ l 12' MAX. LIGHT 77-7I8' MA%. O.C. SHEEP 31 i ��- / HEIGHT _ 91.]e' 9PACm E=LLY -]/6' / I I 1]MAX. O.C. MAX. ANCHORS PER BUCK TABLES IIII II 62 —7— HEIGHT BUCK 10'MAX.00. X j 10'MA%.O.C. HEIGHT 4 'm 1 / 13-3/4' MAI(. O.C. SASH �i3�l4'MAX. O.C. EQUALLY VISIBLE SPACm L-- SEE / HE GHT AN &i11 / —__._. _� SH 8 8 B Al lA B-Irr MAX. B-IfY MAX. 1NCHORS AT SILL J ANCHIXIJA ILL B - 54. MAX. BUCK WIDTH -�- NOTCH DETAILS, B _ _j~ LKyrt yyIOTH NOTCH DETAILS, S SEE SILL WEEP- B I'-" 50' MALL BUCK WIDTH � _ NOTCH DEf LS. SHEET3 SHE 52-18' MAX. BUCK WIDTH SEE SHEETS 899 �1 4' BUCK HEIGHT AS (SHOWN 4 91.76' MAX) 1-114' --1 "�__ SEESILLWEEP- • • ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME • ELEVATION FOR TYR id1*L LEG FRAME • ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION •e NITH EQUAL-LITE CONFIGURATION• • SHOWN WITH ORIEUPROVIEW CONFIGURATION FORCUSTOM COTTAGE CONFGURATIGN UP TO ANCHORED THROUGH THE NAIL -FIN • •• • • • ]5'HEIGHT SEE TABLES 411 SIM( ILARANCHOROIMENSIONS FOR OTHER CONFKK/RATIONS) LE HUNG WINDOW -- WITHTHE I�QUIREMENTSOFTHEGI.ASIBUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE 1 R13 BEEN DESIGHEd GENERAL NOTES -...............................................1 USTT 2J SHU*ERS ARE NOT REQUIRED WHEN USED IN VAND�OR$$W��(TjO�NNE��&11R'IB R��(EM1 DNS. FORINSULATED GLASS INSTALLATIONS ABOVE 3QWTME HVHZ, THE Ol7BOARD LFTE (CAP)MUST TEMPERED. USEDIN 3)FO APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, (MUETE ELEVATIONS._.._..................................................1 FNRAMEE, GLA 2 & ANCHOR OPTIONEdBOX..... �QC(A�NBC�RIE�TSE�MASONRY UNIT*ANDADE WITITM}LTCS�PER[-CHOR TYPE. W�IjS FLANGE d 3 `TM TO BEC2X�Bl1tl�(WI�II•USEO DESIGNED AND SECUUREDTO IITRANSER DI RE CT LY TO LO S TO THE STTRUUCCTURE. WOOWOOD 40E�ICTEC)A$'i)(AREE 51.1- IEATEi2. D BCUCK DESIGN INSTALLATION, INTEGRAL FIN dJ-CHANNE.....5 GLAZING DETAIL 5 ��iRTHAN XANDSHALLSBE AN II�ST�LIA ION IS THE RES NSIBIRTI'A THE ENGW3R(EDP* OR ARCHITECT OF RECORD.(AOR). 5 ANCROR LRI�AENT TO BASE IWTER41•S•ALL BE BEYDMWOWLvWSINOOR STUCCO. USE ANCHORSOFSUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST.ANCHORS ................................................ DESIGN PRESSURES.......................................6-7 ANCHOROUANTRIE3................. _...................... 0-10 9F1�UL06�EALED. OVERALL SEALING/FLASHWG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES 11 6jIII* 09SKRE REQUIRED•T"WCHOR LDCATIOI V*VE•THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY d PARTS LIST................................... 12-13 7DESIGN PRESSURES: • Q11S ji BCY T�ST�NG �DGIA95PER—E1300. SASB/SEWSRATER 9 G�ATjTIyVF�E{11D�ES COOFS 7 STANDARDS USED: •2017 FLORIDABUILDING CODE (FBC), 6TH EDRION NLOAD�SS TEST PRESS ,ETRtICTiIRALd CYCLE TESTING AND GLASS ERASTM E1300. C. 5'IG'N@R1 ARE BASED ONALLOWABLESTRESS DESIGN,ASO. •2014 FLORIDA BUILDING CODE( FTC), 5TH EDITION B)T ANCHORA METHODS IS STRESS TO THE REQUIRED DESIGN PRESSURE. THE 33-1B%STRESS INCREASE HAS NOT BEEN .ASTM E7300-09 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATIWI FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER .ANSVAFSPA NOS-2015 FOR WOOD CONSTRUCTION PROD+/CT REVlSFD DIpsRJovemki•RIALS SHALLMEE�T)=•F>pUIREMENTS&F �QjEyr BU0.DWGOODEFORCORROSIONRESISTANCE. PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2015 •AISI SIOO-12 wi1N 6ls Florida 9)METK SUBSTRATE TO MEET MW. STPjNGTH AND THICKNES RE UTAIELLENTS 10)REFEFWNCES: TEST REPORTT$$QQ1l��554481966; ELCO UgACON�J ELOO CRETEFLEX NOA ELCO AGGRE-GATCR NOA ENERGI WNDOWAND DOOR PROFILES. LTD WHITESBRONZEILIGHTER •AISC 360-10 SHA S OF CAP COATED PVCFJfTR�S'ILIN NOA'S; NATIONS UESICi(tECIFICATION FOR WOOD CONSTRUCTION, ANSI/AFWA NDS S ALUMINUM I AL 11)� JyA�F_E ESS REOUIRE:E! : BE RENEWED R'0 DING IGAL. .1aQNy LYNAAM� ,' RUPDATED `•� swtdm"C. B'AIdm6 Cade ief• Q.Q A � F ( A B \ USER INSTRUCTIONS: • • r ,. JGENSF '-, TO FBC 2017. - JR - Nf l WaPmdactC THE SITE SPECIFIC. OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q,. t�Atloavi� 06/O6/17 1) DETERMINE 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *; NO. 537� * ® 3)KNOWINGVOUR GLAZING OPTION 1I. WINDOW CONFIGURATION AND SUE, DETERMINE YOUR WINDOWS DESIGN = :. OeecHPf�. avm By: PRESSURE FROM TABLES 4-B. R MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW = -.1��I G /- I�:' �` 10]O TECHNOLOGY DRIVE GENERAL NOTES &ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 7. VENICE, FL 42/5 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES&11. VERIFY THE ANCHOIUSLIBSTRATE HILL MEET REQUIREMENTS FOR �V '. S 7E 117 n .. rn a: �� ORIDN,. ••' �� (W 1}IdD1lXD YOUR OPENING'S CONDITION FROM TABLES 20R 3, AND THAT ALL MIN. REDUIREMENTSFROM THIS SHEET -SET ARE MET. F •..;i '/A '-"' �`Y� SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. as WPy�rtOID11 �S IYri> STwh No. Rx NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES () -CHANNEL, FLANGE. A�NALI�N A LYPEM53T05 PE S�y�y.yal; Scab: SH-5500 NTS 1 OF 13 OrvWlq MD-SH5500-01 B INTEGRAL FIN OREDUAL LEGBOX). CERT. OF AUTH. IIII Glow Trv. k Dendp5on (Ualed from Exledor In I De viol.e s Pressure sneenlai f a 5 718'L.mhaled I.G:1/8'A Exterior Cap +711F Air Space+5116'Laminaed;(2)Lites of1/8' A Glass With.090' PVB hledayerR4,6 6 711'Lamireledl.G.:1M'TEId,r Cap +711F Air Spaoe+511V Laminated: 12) Luse of 1/8' A Glass,ith.WO' PVB IMedayer 6 7 7/8' L-inaled I.G.: 3/18' A Exterior Gap + 3/9' Air Space + 5r16' Laminated; (2) Ulw of 1/e' A Glass With .D90' PVB IMedayer 6 7/8' Laminated I.G.: 3/16' T E.Li Cap+ 3/8' Air Specs+ 511V Laminated; (2) Was of 1/8' A Glass With.090' PVB Inedayer 6 9 7/6' Laminated I.G.: 1/8' A Wed. Cap + WIT Air Spam + S/16' Iamlrated; 12) LKw of 1/8' H Glass with .090' SG inwdayer 7 10 7/8' Laminated l.G.: 1/8' TExti GP+ 711W AirSpace + 511V Laminated; (2) Litas oft/8' H Glen wth.090' SG lntedayer 7 11 718' Laminated I.G: 3116' A Exterior Gp + 3/8' Air Span + 5/16' Lamnated; (2) Utw of 1/8' H Glass with .DINSMeda ar 7 12 71W Laminated I.G.:3/18' TExtsnor Cap+ 3/8' Air Space+ 5/18' Lan4nated; (2) Lits o111W H Glass W8h .09T SG IMedayer 7 7 13 VIr L.m(rstl.d I.G.: 1Ar A Extador Cap+S/18' Alr Spew+ 7/1T Lamks ned; (2) Ules of 3/18' A Ga•n wilh.MT SG IMedayer 8 7 14 718' L.miwlod LG.: 1- T Extai Cap+ 5/18' All Space + 7/16' Laminated; (2) Liles of 3/18' A Chase with .090' SG IMedayer 8 7 15 7/8' L.mint.d LG.'. 3176' A Exterior Lap + 1//- Air opts + 7/16- LunirldW; R) Utn of 3118' A Glesa with .OBP SG IMedayer 7 7 18 710' Laminated I.G.: 9/18' T Ex inn Cep + 1/4' Air Space + 7/16' Laminated; (2) Ules of 3/18' A Glass With .OBO' SG IMedayer 7 7 Group Anchor Substrate D.. Edge Mi late nce Mln. EsnbedmenC A R70 SMS (steal, 11f8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/ 13/8' Steel, A38' 3I8' 0.050' Steel Stud, A853 On 33' 313' 0.0451' (18 Ge.) Aluminum, 6Di 3/e' 0.050' 3118" steel Uluecon • P.T. Southern Pule (S -0.55) 7/16" 13/8' Concrete (rran. 2.55 k.i) 1' 13/8" u0ed CMU, (ASTM OBO) 2-112' iA14" • • B 1112 SMS • • �t�l, 18-0 6.5. �41. S.S.) • • P T S39hurn Plrts SG=0.55 9116' 1,3/11' Steel, A38 Ste Slud, A853 3l8' 3!8' 0.050' 0.0451' (18 Ga.) minun, 8083- 5' 3/8' 0.083" • • teal Ulmocin • P.T•Slinithem Pine (§G=0.55) as 1" 13/8' • 114" steel Cmte5ex P.T. Sounrerrl Pine 0;5=055) • 1' 1318, P.T. Southern Pine • 1'UBrecon rate (min. 2.85 s gro dC."i 1'1-3/4' •11 nh-greGaror Ulbaoon Concrete (min. 2.85 ksi) 2-Val 13/4' Cretell • ftncrete (mkt. 3.35•M • 2-112' 1.314" Ungro dCMU,(A .) • 2-1/7 1-1/4ggre-Gdor crate min. 3.2 1-11Y 13/8' Grouted Cli (ASTM C-90) 1 2' Y • • Grou • Anchor • • • • Subre�te • • Min. Edge Distance Min. Embadm.nr x .131'Ctxn .PJU T. Sachem =.55) 3/8' 27/iG 2.1/Y R2reahar k R�ro Ne9 P . Sachem Pire G=.55) 3/B' 2-7/18' F 000 #10 Trlashead SMS (steel, 184i S.S. or 410 S.S.) 91r.T. Southern Piro (SG•.55) 1/2' 1318" Altaninlsn, 808&TS' 3/8- 0.050' Steel Stud, Gr. 33' 3/8' 0.0451' (16 Ga.) Steel, A38' 3/8' 0.050' 812SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Sachem Pire (SG-- 9/18' 1-318' Alaninten, t1083. 38' 0.083' Steel Stud, Gn 33' 1 318' 0.050' Steel, A38' I 318' 0.050' Gi TYPES 5, 7. 9, 11. 13 815 MAY NOT BE USEO IN THE HVHZ ABOVE 30% MIN. OF 3 THREADS BEY ONO THE METAL SUBSTRATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Gl an Frame Frame Type. Options ContiOa Shapes Installation Options that may be used (fee Fig B) (see Table 1) (fee Fig A) pee Fig C) ..into 2X Woad FramdBuckatnp -sheet 3, option 1 Flange 5 - 18 EquY-Ute, OdeUProdew 8 Cottage SquardRact, Arch 8 Radus-Top fre of, f the i, OONt ....into Gncrete/CMU -sheet 3, option 2 .--through 1X Backstop into Conuete/CMU -sheet 3, option 3 ....Into Metal - sheet 3, option 4 ....Into 2X Wood F-a/Bucketdp -short 3, option 1 Box / Ep (MI) (&4) 5-16 EquYlile, OdaVPrWew A Cottage Square/Rect., Aleh-Top Radius Tap Through the items of the window...... ....into Cgtwrete/CMU - street 3. option 2 ....through IX Bwkaldp into Gncf Ae/CMU-sheet 3, option ....Into Matt - ailed 3, option 4 JtJlennel (R7) 5-8 Equi ice, Odecorouew a Cottage SquarelRect.. Archi RaduTap Through the integral In...... ...into 2X Wood Freme/Buckslrip - sheet 4, option 5 ....Into Matt -sheet 4, option? Through the frame.... of the window...... Into 2XWood FmmdB-ketdp-Sheet 4, op0on6 ..Into Meal -SAW 4, option hlepral Fin ING) 5 -8 Eael4Ae, OdelNmJew 8 Gttage StarvaRiact, Amh-Top B Radius -Top Through the Integral inn...... ....Into 2X Wood Frame/BucksMp - shed 4, option 5 ....Into Meal -.heat 4, option 7 Through the home of the Wind..........Jnto .-.Into 2X Wood FmmdBucksldp-ahsel4, option s MYY -shed 4, option 8 FIGURES A: FRAME CONFIGURATIONS F EQUAL-LI7E ORIEL COTTAGE -.-{BUCK MOTH {BUCK WIDTH ►-v{BUCK w WIDTH F- T w0 � RECTANGULAR RADIUS -TOP 1 1 ARCH -TOP O J-CHA{NN�EL O INTEGRAL FIN O FLANGE O BOX OR EQUAL -LEG Material Min Fr Min F. Steel Screw 92 ksi 120 ksl 18-8 Scow 60 ksi 95 ksi 410 S- 901.1 110 ksi El.. al® 57 k.1 95 ksi Eko 1larecorA 410 SS Elect CntieFli 6063T5 Akaniasn 155 hi 127.4 ksi 16 kid 177 ksi 189.7 kid 22 ksi A36 Steel 38 ksi 58 ksi Gr. 33 Steel Stud 33 kd 45 kal 'A' • ANNEALED 'H'• HEAT STRENGTHENED 'T'=TEMPERED PVB' _ .090' TROSIFOL®PVB BY KURARAY AMERICA INC. 'SG'• .060" SENTRYGLASO INTERLAYER BY KURARAY AMERICA. INC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODUCT REVISSD BYINSCRIBINGTHE SHAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES es sea irra wide eM Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. B.IIdia9 CDde ATc.Plaeen!iD t 7-ah D.oS _ _ B1' ANCHORS RE -GROUPED. - N1iw DMe Pmdiict F� - JR - 06/06/17 * ; No. 58705 •, - bvw e (, 1o7orECHNOLOOYMW GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI OF3 ��,n'., 5 7E O ' (V�� N. VENICE. FL 3/Z/6 IiHr Ov c THREADSMIN. 3EYOND THE (C ''.�(Og101;. •' \2� Co ��iss/ (B41fI811-IBOq SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NETAL �\ xx�� vv7/�IN11AL1 ec SUBSTRATE. �coPrRlarreael Ixoueman AU Rlnnaa�hn s��. Ssels: 51we 0rrwk/9 Nu. MD-SH5500-01 Rev: B A. LVNr MILCR PE. PEJ 5.705 CERT.OF Al7rH. h9Q98 SH-5500 NTS 2 OF 13 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU, BUCKSTRIP INTO CONCRETF/CMU. OPTION 1 y{— EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME'IN -WOOD IA'MAXSHIM 16 FRAME OR BUCKSTRIP BE NOTE 2, THIS SHEET. EMBEDMENT SASH VISIBLE 17 EDGE DISTANCE EDGE r� 18 LIGHT WIDTH DISTANCE FLANGE FRAME fl �1 _ FIXED VISIBLE LIGHT • • HEIGHT • • 1 •le •••••• L 10 • 72 • 14 • • BYGK• •• • 50 • HEIGHT ••••• 85 30 • • SASH • • • • • EXTERIOR • WW a• LIGHT • • OPT. 30 • •,fit 81 31 IN EP NdCHES AT 80 EACH END. • •••4L EQUAL-LEGBOX FRAME SHOWN T ' 44 BALANCE - TYPE VARIESIF TYP. ANCHOR 1N'MAX TYP. ANCHOR TYPE. SHIM EMBEOMENTANO 42 WITH SASH WEIGHT 54 EMBEDMENT EMBEMBEDGE TYP. ANCHOR TYPE, 30 MD EMBEDMENTANDEDGE DISTANCE PER 31 EDGE DISTANCE PER DISTANCEPERSUBSTRATE, SEE TABLE 2, SHEET 2. SUBSTRATE, BEE TABLE 2,SHEET 2. • EXTERIOR 87 .. ' . DISTANCE SUBSTRATE, SEE TABLE 2. SHEET 2. ID 4 ✓' � • I �_ OPT. SASH TOP FLANGE I FDIED VISIBLE LIGHT WIDTH I EQUAL / vJ LIFT RAIL FRAME 2 LEGSOX FOR ALLWINDOWS: NOTES: SHOWN r' SUCK WIDTH FRAME 1 ANCHOR 03.SS HORIZONTAL SECTION A -A SHOWN FROM END AND AT 1) USE ONLY CENTER. SUBSTRATE -APPROPRIATE • • FOR WINDOWS ANC HORS LISTED ON TABLE 2, OVE_�4_W;JE' SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. PfAADDITWNAL GEDISTANCELWITS.ANY MAYBEVERTICALORHORIZONTAL.SEES SCREWS 016d/9' INOPTION SHOWN MAY IN 45 46 47 • O 35 FROMEND. BE USED ON ANY SIDE OF THE WINDOW. • • • FOR WINDOWS WITH BOTTOM LOCKS; i/4' MAX. SHIM k100R p125TEEL 18 ADO ADDITIONAL 2) MASONRY ANCHORS MAY BE SELF-pRiLLING - •• SCREWS a a -am. USED IN70 WOOD AS PER TABLE 2. SMS(GS). SEE • • FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLE 2, • • • • • THAN 1-12'THICKARE TO BE CONSIDERED iX INSTALLATIONS. IX SHEET2. • • • WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO • SUBSTRATE. WOOD BUCKS •;�1• • �f USE EITHER DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS . LATCH OR (WHEN USED) SHALL BE DESIGNED 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE • • TESTED UNIT LOCATION: 6518" THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE FRAME SHOWN FROM SASH END. RESPONSIBILITY OFTHE ENGINEER • • OR ARCHITECT OF RECORD. 0000 • CCp PRIOR 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION r1 67 _ —��e usr cwiu (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. OPTION V ANCHORED THROUGH X 1.25 WEEPHOLE - I NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER ®O FLANGE OR 2.8T FROM EQUAL -LEG WIDTH EACH END. FRAME SILLS ®SASH: BUCK WIDTH.6.12' ® FIXED LITE: BUCK WIDTH-4318' HEIGHT (EQUAL -CITE) VERTICAL SECTION B-B BUCKHEIGHT2-3.15/16' 1... I I I... FRAME INTO METAL * Na. 58705 ... iAOT OGY S I i'144,U N.7VENIICCE,I-34275 DRIVE ;�(0`S'•. A,[ORIDP...'G�a� (%41)-450-1800 VIAL ///unu111`1� 'ALL°aNN�n nB�inm A. LYNN MILLER, P.E. P.EM g705 CERT.OFAUTH.029296 _ 114' MAX. SHIM JEOUALX INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL kNGE & EQUAL-LEG/BOX FRAMES I J ROSOWSKI OvN: GLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Mea.e SH-5500 NITS 3 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL I, EMBEDMENT -� FIN INTO 2X WOOD FRAME OR O BUCK- STRIP. SEE NOTE ].THIS EDGE DISTANCE SHEET. —' TYP. ANCHOR TYPE, JCHANNEL EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2, SHEET 2. (SCREW �1/4'MAX SHIM SHOWN) 1 ANCHOR TYPE, EDGE DISTANCE EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, L_ SEE TABLE 3, SHEET 2. 18 (NAIL SHOWN) FIXED 1B 2p10P1 SASH TOP JCHANNELL VISIBLE LIFT RNL FRAME LIGHT • J FOR ALL WNDOWS: NOTES: SHOWN HEIGHT • • 1 ANCHOR ® 3.55- •,-_ R• 49 4 FROM END ANCAT 1)USE ONLY • • • • • • • • 2 • CENTER. FOR WINDOWS SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2&3 72 I • OVER 36' WIDE: ADD ADORIONAL OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE UWTS. ANY ••••• • 47 • SCREWS �76-318' INSTALLATION OPTIONSHOWNMAY • 14 45 6 • 35 FROM END. BE USED ON ANY SIDE OF THE WINDOW. • • • FOft WINDOWS WITH BUCM HEI•N • • • • 50 0 f C t8 BOTTOM LOCKS: IRONAL 2)MASOTO ANCHORS MAYBE • • SCREWS D. B-3l8' SCREWS USED INTO WOOD AS PER TABLE 2, • • • • • • • • FROM END. SHEET2. ALLWOODBUCKSLE55 30 • • SASH • • • • • -1 THAN THICKARE TO BE CONSIDERED 1%INSTAU.ATITIONS. • • • • • EXTERIOR • NEWV • • • iX WOOD BUCKS ARE OPTIONAL IF • LIGHT T • USE EITHER UNIT IS INSTALLED DIRECTLY TO WOOD BUCKS • •• • • • • • • y 1 • • LATCH (SHOWN) OR BOTTOM SUBSTRATE. DEPICTED AS 2%ARE 1-12'THICK OPT. 86 • J— • LOCK(SHEET 3). OROREATER.IX AND 2%BUCKS (WHEN USED) SHALLBE DESIGNED (2 81 [i ICI 30• 1 6 TESTED UNIT TOPROPERLYTRANSFERLOAOS • RI 31 LOCATION :6W TO THE STRUCTURE. MOD BUCK • WEEP • • FROM SASH END. FROMINSTALLATION HE NOTCHES 6p • EE •EACH END. D. QOCHORS RC ITECT OF RECORD. OR ARCHITEC70F RECORD. OR ARCHITECT • • • • T�OVIREP IN FRAME 7 • SILLS IFA*CHORING THROUGH FRAME. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REF ERRED TO AS DAYLIGHT • 114'MAX OPENING) IS MEASURED FROM BEADING TO SFADING. INTEGRAL FIN . SHIM FRAME SHOWN o 27' X 1.25- WEEPHOLE WICOVER@2.87- 38 FROM EACH END. r-- TVP. ANCHOR TYPE, (� VISIBLE LIGHT FORMULAS `� EDGE DISTANCE WIDTH EMBEDMENT ANDEOGE PER SUBSTRATE, f ®BASH: BUG' WIDTH-E-12' DISTANCE SEE TABLE 3, SHEET 2. --y EMBEDMENT ® FIXED LITE: BUCK WIDTH - 4-3/8' (SCREW SHOWN) HEIGHT (EQUAL-LITE) INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-15/16' ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK. STRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME IWOZX ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP. SEE INT02X WOOD FRAME OR NOTE 2, THI5 SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. I� EDGE DISTANCE 1/4' MAX SHIM 1/4' MAX SHIM i6 /� SASH VISIBLE 17 --1B 1 LIGHT WIDTH D TVPB EANC EMBEDMENT C VARES _ _ WITH SASH _ I WEIGHT 51 30a 31 EXTERIOR 87 -I TYP. ANCHOR TYPE, EMBEDMEM AND EDGE I v 3 INTEGRAL\— FIN DISTANCE PER SUBSTRATE, FIXED VISIBLE LIGHT WIDTH FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) SUCK WIDTH '-1 HORIZONTAL SECTION C-C 1/4'MAX DADE APPROVED MULLION, FBC COMPLIANT ALUM INUMISTEELFRAMINOOR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TASTES 2 & 3. SHEET 2. 810 OR N12 STEEL �.I III MAX, SELF -DRILLING SHIM SMS(G5), SEE TABLES2&3, rn-. I� SMEET2. ( / FIN AND/OR FLANGE REMOVED INFIE RAMIE FRAME SHOO WN INSTALLATION EXTERIOR INSTALLATION OPTION 7 OPTION 8 PRODiRi REVISPD ANCHORED TNROUGH ANCHORED THROUGH FRAME INTO METAL i'I�� Ib11. Flib IIIII//, _INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) At'..No 17.0650, _ * No. 58705 u w.nlPuo.: DA.,I BY. Ado`. T TE 1 .��` 1WITFCE F 6 WIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI .:fORIDP,.'G�� tNeo-taro 7m.: Dul.: S�pNAL EN SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ScoN: 55u! Mono, Nc. R.v.' A. LYNN MILLER, P.E. I11 SH-5500 NTS 4OF 13 MD-SH5500-01 B PE 56705 CERT.OF AUTM. TA2JI5 -+{ 718' NOM. 5/16" A/A PVB - 7/16" AIR SPACE 1/8' A_ GLASS aEXTERIOR ]o-M rl ASS TYPF S +{ Tim, NO 5/16" H/H SG •7/16" AIR SPACE • • • MN'• �GLASS aEXTERIOR , • )o-19 • • •••••• GLASS TYRE10 • EXTERIOR _ a TYP. GLAZING DETAIL 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE 1/8" T_ GLASS aEXTERK)R ]o-19 GLASS TYPE 6 5/16" H/H SG 3♦/�8Y1�" AIR SPACE 6'A GLASS • <]EXTERKR • • • , GLASS TYPE 11 12'•dl.♦•LE• • ' GLASSTYPESY THROUGH BffE TYPi6 MAY NOT BE USED WI • ♦ ♦ • ♦ • TH.LCHANNEL OR • INTEGRAL FIN FRAMES J • • • GLASS TYPES 6.7, B,11, 13 l♦ ♦ 615 MAY NOT BE USED IN J ♦ THE HN2 ABOVE W. GLAZING NOTES: A' • ANNEALED 'H' = HEAT STRENGTHENED T = TEMPERED 'PVBG ' =.OW TROSIFOL• PVB BY KURARAY AMERICA, INC. 'S=.086' SENTRYGLAS•BY KURARAY AMERICA. INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2 5116" A/A PVB 3/8" AIR SPACE- 3/16" A_ GLASS- aEXTERIOR 7/8'NOM. GLASS TYPE 7 iI8'NOM. �- 5116" H/H SG 3/8" AIR SPACE 3/16" T GLASS a EXTERIOR ]o-]9 GLASS TYPE 12 7/16' A/A SG 1/4' AIR SPACE 3116" A GLASS aEXTERIOR ]6A GLASS TYPE 15 5/16" A/A PVB 3/8" AIR SPACE 3116" T_ GLASS aEXTERIOR To- rl ASS TYPF R 7M' M. 7/16' A/A SG 5/16" AIR SPACE 1/8" A GLASS aEXTERIOR 76 V GLASS TYPE 13 ,NO 7/16" A/A SG 1/4' AIR SPACE 3/16' T GLASS aEXTERIOR ]o-]9 GLASS TYPE 16 N0.58705 P Li N. VEN CHNOLOGDRIVE N. VENICE, FL 34275 (Bd1F4B 1800 ALL NGNR A IYNN NILLER P.E. �-{ 7M' NOM. 5/16" H/H SG 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR ]o-]6 rl ASS TYPF A 7116" A/A SG 5/16" AIR SPACE 1/8" _T GLASS a EXTERIOR ]o->9 GLASS TYPE 14 PSRODDL'CTREVISED c . Wyu18 wiW uw PLida 3;.i1dis8 Cud AcccP N� r7 Dme Sy Product I GLAZING DETAILS J ROSOWSKI ISINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 SH-5500 I NTS 1 5 OF 13 ati.4 Type Deayn Pseswn,DNts e/ ODD Lur sun atras ANCHOR GROUP AND QUANTITY. • JAMB • • • 23 • •••••• • •• SASH • ; HEIGH • • • • Z ••••• • •• • • SILL 000* • • • • • • • • • • 0 0 SECTION Dt]�R POR WINDQV 11"I • • LEVEL R1 RErI EMENT & G S TYP 5 6 7 & 8 (REINFORCEMENTS SHOWN IN FI RE 000000 #WL& TT�� ALL FRAME TY �& • CONFGURATIONS) •••• NOTES: j 1)USE THESE TABLES FOR ALL WINDOWS INITAILEOTHRWGH THE FRAME OR INTEGRAL FIN. Y) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ®�HIM &am man3=111111111�� ®KZME131M im mom Him �mimmcm m�®1m ®�1=11IIIEllimmom LEM=1110111 Vim®®im Emmsmsm ®is � � N! ®K3mmsmimcmillia �C3m7m1m ®Em=11=111mmm �7�mmmm ®�mmmm "MIN. SASH HEIGHT= WINOQW bUC�,7�rtiNT� 50.136 TABLE 6: D S Tom• Oe� n Pnuun, W.flt' a&6.01-T0.0 r• n sxnsGs ANCHOR GROUP AND QUANTITY. SASH HEIGHT SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 6 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) * ; No. 587G5 - p.. G � I}:: ST TE 0 ImD TECHNOLOGY DRrvE ((Y N. VENICE. FL 3I276 ''.',S,70NALI�Ny``` °rcs�c. A. LYNN MILER, P.E. P.E. 91o5 ParF�°�ONfa+T ALLIeO1n111f1DfJ� CERi.OF AVTH N7HP86 :�R�ICUCT REVISED iD+ Fl auiid� C & nuvgsA.. No I .D� E Datr By Miav ESIGN PRESSURE TABLES J ROSOWSKI P: NGLE HUNG WINDOW INSTALLATION -LM /15/15 Iv/llodat SbPN: SMD Om�hq Ne. Ibr. SH-5500 NTS 6 OF 13 MD-SH5500-01 8 !i OMEN .21 cm .13 s ®" ®" & ®" ®" ®" au ®" ®" ®" HUMMMEMEM cm MMEMUMEMEM11=1 KIMI'm�� 7suffm ]Ii� gulm"EMISM • IMIFIldsLJamLa EMIi�mm�� » _ KnImp Mm p �1 ��6F']'i5"'1FRT'liMam "FIFIFMEM 1i/'�' OQXIii6�am E�031=11MISMISIM '^"�Ei1ffF��D��176nr Imo"l!aSm..•im 3 . QT9 g5L l=lLug=aw'iuMM Lm- 6,u J��imam IN 11 E iD" 191=�9MMmfl9MEnsmam OcuD.s 6�MM6.M16:C&➢smam LMcME�uMlE1McM MJamcm E � Imam I�t.1R1• �O iT 7—MEM ®®I�® -'�' MIN. SASH HEKSHi'=WINDOW BUCK HEIGHT- 50.13fi ^ ABLE B: Oaf mNp gun MYp. Lu Owi RwM TS � Eau Snun t13p. xp R'EwNI.•P 11.593-M51 fi n x. _ _l u p3.51i-p5.5 1t 51i & t].5' M.O. 11 M6 K L1Yoma¢ � 4Ti-tia' B n.m.n.r pan •p3: e � i_x3a $; .man. 17 1 BEE TABLE 11, SHEET 10 FOR AN01 "MIN. SASH HEIGHT= WINDOW BU NOTE': 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Dnym Par. -ff,p �AONY LYN,y��.,, � 't .' �ICENgF'•, �� :� * : ^No.58705 D_` 10MTECHNOLOGYDWVE 7� 0' . SG O l: "(V�u` S�ONAL1,,O' H. vEHIGE, FL 3azls (B51}5BD1eDo K A. LYNSI Mi I R`P.E. F.E.p5510.5 CERT. OF AVM. R-21M GLASS TYPE59THI GH ' 18 MAY NOT Be USED WIT]J'�NEL OR INTEGRAL IROWCTRIL.SED FIN FRAMES biuT: ucumplyiAg wlq ih flaride RuldiN, Code EZP,r D. By M:an,l naeuc a,1u.t ES GN PRESSURE TABLES J ROSOWSKI Dah: NGLE HUNG WINDOW INSTALLATION - LM 05/15115 x /uoen: SH-5500 sed.: NTS sr�..l: 7 OF 13 cva.xp Nu MD-SH5500-01 Rw I B FOR ANCHOR GROUP D. TABLE 10. SHEET 9 MAY BE USFO. 0�a8go go ro0go0001-2 HUN��0��8��0��0��0��0��6��0 ��ovvovovvvovvovvovvovvovovvon©vvvvovvv©vovvovoovoovvvvvo©vovvovv ovv000v©ovvvoovonvovnov00000vvv©ovo©000vvvov0000vvvvnvovvonvvvv ovvvvovvvvvvovvvvvvvnovoonvovvovvovvo©vovvovovvoovvovnoovonnvvv nnonoo ® onO0000©v nnn0on o©©©© Onoonoonn nnD ODEIo©n 0©El o©nnDOD©e�©n noo n©o0©© m000000ao©ov00000noovvovoonvovnovvov00000vvonvvvoovvovvo©vovvvvv m�vvvnvoovoovvvnnvvnvvvnvov000vvvvovvo©©vnvvvnovvo©©vvvvnnoovv000 noonnO©©©oon©nEE©anon©non©no©©©nnnoonno©nnn©nonn0©©�©©©©nonn©©©© ��vvvvvovovvoovvvvvnvvvvvovvovv©vvvov©©vvvvvvvovvv©vvv©©©vvvvvoov ®E�0000000 Munn vovvoonovv�voon000novoovvoonvvnovoovoovvovn0000vvovv E anvnnon voonnoovvovovvnnovnvvvvovvovvnnvvvvvoovovvvvovvovvonovvvvvvvnvv nun Run vovnoovvnvnovvvvvovovvovvononnovv000vonvn �*F7+• m�ooman noun" onnnnnnnn©nnonnn vvnoovonvvnnovoonvvvn00000n0000noonvvonovvonnvvovnn000vnov anon..©.vnnnnnnnnnnnnnoonnnnElnnnnnnnnEfnnnn mE�vvovvvvnvvnvvoovnnvnnvvvvnovnnvnvvnvnvnoonvoovn000vvnnvnovnnvvv �nnnnnoonnnnnnnnnnnnnn nEEnnnnnnnnnnonnnnnnon vnovvovnvnvvvnvnvvnnn ®E�ovoonoovvovnovnOnnovvovoovoonnovnonoovnovvovovovovnovvovnovvovn ��ln000nonnn nn©nvn ©©E7 nE1O EEooElEtonnn nn©E1EIn©©ovno ElDon©o©nnnnn nnn ©©©©E1n ��E�nnonnonnnonnnnnnnnnnn nnonnnnnnnn©ovvvEln nnn m�voovvovvvoonnnonnnono o88EEnon88onn©Etnnnnnnoono©©onnnammunnonEEonn 888888888888 ��onnvvovvvnvvvvnovonnn�nonvovnvvvvnnovvvvvvvvovnovvvvnvvvvvnnvvv �rszavvo�vvvvvvvvvvvvvvvvn �r��r�FEolannvvvvvvvvnvoovovvnovovvvnvvvvvovovvovvvovvovnvvvovoovvvvnv novvovnvvvvvnvvvvnvvvvovnovvvovvvonvvvonv rs�a�■ cyr•nvovv000nnoevvvnvvvvvvnvvvovvovvvvovnvvvnvvvonvovvvnvvovnnnnvvn +undonoounnann000n000noovonvovnonnovvonvovvvvoovonnoovvonv0000no IIIIIII7E'If`.I� Juva�Evovv7vv[�©vvv nunvvvvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvo �n-aQvnoonvvvov000nnvovvnoovovoonnvvvvvnnvvvvnovoovnvovovnvvvvvvv �o�nvvvnovk+ovvE.novvnvvvvvnovvovvvovvnoovnovvvvvovnonnnvvvvnvvvvvvv �ivvvvvovs�vvvvvvvvnvvvnvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvo ��vvovvovuvaveonvvnvvvvvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvnvvvvvvv ��aavoovovnn�r�-nvvvnovonvoovnovvnvnvnnoonnononnovnoovvavvvnnvnnnnv �r,.��voovovvvvvvvvovvovvovvoovvovovvovvovvovvvvvoovoovoovovvovvvvvvv ■ �. - �*-•E�rwrvnovowanvvvvvvovvvvovvvovvvvvvvvovnvvvvnoovonnvovvvnovvvvvv �c>�vvvnuvovra�nEa�vvvnvvvvvvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvv r--avvavvovuvnanovovvovvoovovvov©vnnvoov000vvnnnoovovnvoovvnoo©vvnv •'••��:1HEL6vvov3llELnnnvnvvvvvvoovvvvvvvvnnnvvnnvnnvvovvovnnvvvvvnvvvvnn rc�.s�vn0000vvvonvvonvoon000voonvvovnvvvvv0000nnnvov©ovvoovnvovovvvvv .n�..,+��.assnovoov��^rvovvovvonvovoonvvnvovvovvvnnonnavvonoovvovvovvovnonv �gurovoo�vvE■E�ovvovvovvovoovvovvovvovvovvonnvvoovoovvovnvovonnvvv �rvrvovvo�fvav►Aovvonvnvvov00000vvovvovvonvovvovoonvovvvvvvnnonvonv rrc-a�voovvvvaT.2a.000nnnoBoov0000nun0000000000nn00000voonovnonvoovov000 �E�voovovvovovvvoovovnvvvoonoovovv000nnoonnonnnounonovvonvonv000vn avovnov�rsf-nnoonvovvoov000voo©oo©oonvovoovovv0000vvvov0000nvvoov +EFrnvvovvEsE'tnnnvvvvvvvvovvvvovnovvvvnvvvnovvvvoovvvnnvvnvvvvnvvvv �vvovnovvE•000vvvvvvvoovnovnovnvvvoonvvvvnvnvvvoonovvvvnvvnvvoovo � E Ea�s�anovvonovonnonvov Ervvnv000c.e.■►�onoovnovvonoov00000vvovnovnovvovoovoovnovvovnovnovn "nun ovoovoovnovoovvovnovnovoovvonvovvovvovvoOn �ti6,00vooE>aunty000000v00000000vvoovon000vvvvonvvovovvovnoovovn000vv •�.T-.tea rrwvovvoEr�aEovnovvvvvoovovoovoovnoovovvovvovvov00000vvovvovvovvovv t zc�onvnoE^non►aovvovvovnovoovoovvovvv000vnonvonoovoonnovoonnovvovn m®��onnoIn unnunannvoonoov00000000n000v nun 0000n0000000vvoonoon0000vn SEE TABLE A, SHEET 6 FOR DES! IZV-VURES WHEN USING THIS TABLE. •• MIN. SASH i¢IGHT = WINDOW BUCK HEIGHT-50.136 NOTES: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED ....._...• TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE •MAX. ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK -MR- • MEETING RAIL. I) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 6 3, SHEET 2 FOR ANCHOR GROUP DESCRIPDONS. pff * : No. 58705 i 0 NE t� �, 1070 TECHNOLOGY DR ..IG N. VENM.E, FL 31276 �17�•. S ATE <!/`� (911}I11D1900 "ONAL ECG nw WiAncNor O.C.6pcYpM •wy�nLcn• wamm� PRODUCTREVISFD a^017i^Sw %t Fkdb Bwldi.g Code AcaEi Z:a 17 e E i n09 By Al:vmi Fmdua' ANCHOR QUANTITY TABLE J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 SH-5500 I NTS 1 8 OF 13 _ � ..®-m�� ....mom I G En on on on nno B O �B� 0 0 on on �� 8 �8 ---_------- "nun"""oo"Mu"""n"""n""aaaa ��•."Mo.M"oo.ss0000s.oso.a."sMao"n..00".00"©...M".Msos©©©n.00.ssso >t�arro©oovvonnoono©oo©000uo©oo©©000000n©00000©oon000000©0000u0000 rz-ry� nun"aonvvna"non©an"""oonn©MMan"an"an"a.©.nnaa""aaaoaan"a""nn.a" --r + Floo�uoun©E+©uwuuuuouuo�uuuuonouuuououuonuuuouuuunuuuuuuunuuuoono ©a"unM"ar,a""unaaa"nn" "ManM.nn"M"a""o.ana. "MMna"n.n.n""noannu.n �E':4.7o6olJuoo©000u©ouuu0000�uou©oonnouuonuu©oon00000nouu000©u©000uuon L�.�_L.��,a"con.aErnaon�aannna"""a"a"Man"a""aonan"M""MnMaaoMn.Mn""nna"nMnn o�Human naUvr"ovanno"M".aaMM"MMo.""oaa"M"oM""anM""Maaaao""""a""Moo r"uuuM" DWI r+s�"aa"ua"MnoaaMaMu"a"Mnan"aaaaMM"Ma"M"a"a"Man.a"Man"u" ��auM"nM"ooE.�uwau""n"u"na"n�nMa"aannau"nM"a""nu"uMna""an"u"ua""an nnoono©ononnnonnononnnoQo©o�3nnanrsvonnnoonnnoonnonnnnon000nnnnnn BoIunnaEMILEEL73na n"n""" aoM C�'�d"""Ytl"na ODD""" ana"a an"onM""""annaa0 ■T��acnano©rnann.""..nano"n.Ma"Ma""nnnaonn..a".a.Mao.n..a"na.oaa"nMa �"anon"MaPf"nnvnaunnu""n"M"nM"n"n"".naaaaM""nn"u"MMnaa."""uu"""n" a©anonMoos"""l©Mon000nnMonoMoos©no©©©nnnoo©n©000an©onnn©oononnonoon F•ElBE ouaaaoaaaonuMonooaMonoouaaounoaaonuoonoauoanouaonaouuoaaoaa UPF11 Maauuuu©aMnaan"n"aM.ao"nnaan"n".a"nnn"nMn"M"a""ao"MaM"."aa �9lEs�l.O""MLJnM"6""a".]a""aa""n "a"n"uaan""""oonn""an naM"nu"aaan""u""a""na �aconnoaarnnnaaaanonanaaMonoMona""nannannnnnaoaannaananaaaannnaaa sTaaouuoaaUuaunMauna.ono.00aoaaaannaauunaaunaaauauuunaanuuuoaaoaa IMAM "nr*nravvann Bunn anon ""Mason"ouoo..s".s.00a.M"sM.00aos"osso.osaanM.ouaos.o."s"aon""" +j-��lauu:loouLLU037o""onuuaaMon00000uuoauounoononaoo"Muuoa"oo"onnoBonn ��nLJ LIMA" aa.non.aannaa."MnaMMa.as"""�aan...M"M.anaaoaa".Mnaa.aaa J02=11111111111 rnMuuu"rannvaaa"a""n"aao"a"uan"uuuaua"Muu"naaua"M c anunnauas■"rt..v"n.an.." man nun t�s.tenon"no"E.raua"wnnnonaMonaonuMono""oanon""""a"nnnoMnouoaaanaonanMnau �^T*• uwua"M"n�Mnnaa"ann""nano"n.aonnn.aa"oM.n".o m�uM"oJ"aoa"oauoaaonauMnauoou00000nnou"onaM"nonoMuounnMauon"0000"M ��:Moo"Mon"Mna.a"on"aMno.Mon.oa".a.ononaaua"."Mo"M.no"a.a.u.nu.na .MMM"uM"MM"ao"o.".M"a.MMMun."M.oMM"noon"anon."M."M000M"o.".Mna."" own.M""MaMMMMua.ou"nn"aau0000aone noaouoaoonnooa.MUM"Mo"ooano"ass c* n.�aMoano"auuMonooMao"ao"a00000au"uo"ua"na"aon000"omaMnaa"ao"uo"Mou ��>tonoaaoaaMn"aaaoMM"""naaOonooaaa�.ss.annnoaaoaoaoa"oMaoaaooanon"naaa n"M"M"""aaannannaoaa".......00".naao M"aMa"Ma"MuaM""M""Muu"aMon"Mu"Ma""auu"naaMMu"Mna"aanM"u""uMuIBM'" . uaoM...o..aona"..M....MnM..M.s.aa.a..au"a".os..... Munn te a"Man"u""nM"aM"ona"M""MMa"Ma"""M"ua"anoaoaauonoM"MMus""M"aM'Ban�.a".noon"on"Mnn.no.o©n©o.oM"Moo©©.©©ono..©o©Mo©uM©©a©©.©©o©Bonn SEETABLES 5& 5, SHEET 5—UN MIN. SASH HEIGHT = WINDOW BUGI( HEIGHT.5B136 NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE 'MAX. ANCHOR O.C. SPACING..........' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. 'MR' = MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 A 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 11111 21 • 4I 1141.121111121. 1. 121.14 121. 1. I21 PRODUCT REVISED u plyim—B22 Ebw B Ids Code Acmpyio41cslw BVR21i�NO.580ni Pa F•.`�P # ; No. 587D5 • � * - ® Dwo4a1✓eti Drwn SY ' 7 _ '• b I T : �� IODTECHNOLOGYDRNE N. VR�IK:E. FL 34275 ANCHOR QUANTITY TABLE J ROSOWSKI ST TE 19/1}"Bo-7B00 _ Doh: :�' ICsS. <OR.... �C�� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ' NL \ AL �O'N1EL cwmrte2nT sn.•/2add: scd.: D ALYI L.d.`L P.E. A. SH-5500 NTS 99 OF 13 MD MD-SH5500-01 B PE.F 55705 CFRT.OFAUTH..2Y2D5 © o ®m ©©o © 00��000� © 000 0go0 08 0=:H0000o HE 0' 00��0��0��000��0�0 �0�00000DOD000000ODDOD©© �00000000000oo0ou©0oo©00000©000000000000000a0000o0000©00000000©0 0000©0000000000000000 00000DO©00©00000©0o0©; � 0000000000000n0000000 000000no©n©©000000000a0000o0©000000oa0ouoo 0�00000000000000©©00000 0D0000000000©©0000000 0000000000©0000000000 000000000000000000000 000000000000000000000, o0000000000000000000000000oonouo0o000000000000000000000©0000000 ®®O0000O00000o000000000 p�0vo0o0o0000000©0o0000 0000000000000000o0000 000000000000000000000 Fa6i.0o000000000000000n o00000000000000000000 000000000000000000000 m� 00oc�00000000000000000000000000000000000000000000000000000000©00 Qr-Ir. oEr>vonn0000000000 noun 0000000aa nun oo00000000000000000o00nun T� �anon ©000vvr-oos�0000©©oou0000©000000©o non 00000©0000©nn0000000000no arrss�U. 11 000vEaoora00000000000000000©n©000000000000000000000000000000 :a�soovow0000E.000ao©oon00000soo©00000©000©a00000000000000000000000no oE.ou000000000n0000R000000©©000000000000000000000000000000000000 HOUE000oE0oao700000000 000000000000000000000 0000000000o000 000000 ^^�0�00oo00oF0i100"100000000 0000000o0000o00000000 0000000000000000000on ® Poo000urrill�fi�700o000000000000000000000O0000o00000 �.100000o000 00000000no 0oo00oogoo 0000000000000000000O0 000000000000000000000 noun 00000000000 p0I0000000�ilJwwt1o0000og�1 6pluu amoE.u©u.Juguuuuouo ggg©oo©o0 000000 000000 00`a�00000000000©00000©000 anan Uaun000uoo�ogoo�'i uo©0000n000gooElon oo©ouo©n000'o00000 uu�fuW-Ho©no ©uu ©oo�ug©r0.o©u��oouuuug®© ouog© ogguuuogBBougggooguuug©ouoBBBIGuoggo d a m�uu00000co`a.�'iou000000©000000gg000000n0000000000UUUU00000000000no CL:7 no000000000000000000o P0o0000Pf�Aii990oo00000 g0o0oo000000000000000 00000000000000000000 000000000000000000000 000000000000000000000 000u000vriwww�a000©o00000000000000000000000000a00000000000000u000 7^r"^+��000000000u00o00000000 000000000000000000000 000000000000000000000 +•"/, a�lauud000L{J0039o000000000000000000000000000000o0000O0000o00000000 m�ULJ uo0000000000000a 0000000000000000000000u0000000000000000000 c .za Cnoo0oRPHO 000000UFqr�or3v00000000000000000000000000000000000000000000000000 Boom ��000uuoo0oouo0000000000000uo nun 000000000000000000000 000000000000000000000 s lur�uo00oouuunau FIFI 000ElEiwood00000000 0000000000000000000000000000000000000©0000000000 0000000000000000no000 �000a000000©000000000000a00000000oo0oaoou©0000000000000000000000 nuucJ00000000000000000000000000000000oa©00000000000000000©©000000 0©0o00000000000000000000000000o000000000000000000o000000000noun 0000000000000000000u000000©000000000no0000000000000000000000000 �00000000000000000u00000000©000000000no000000000000©000000000000 0 000000000u000000000u000000000000000000000000000000©000000000000 m�0000000000000000000000000©00000000000u000000000000©000000000000 0000000000000000o000000000o00000oo0ooD000O000000000000000000000 m�a000000000000000000000000000a00000000000©0000000000©0000©00©0000 0r 000000000000000000000 000000000000000000000 000o00000000000000000 ©moo©guggugggg©ogguogoogggggugguuogggggguogggguogugggggggogggggugg �®�7000000000o00000000000 ��000000000000000000000000000000000000000000000000000000000000000 000000000000000000000 0o0000O000o0000000000 SEE TABLES T b 8, SHEET T FOR DESIGN PRESSURES WHEN USINU 1111 Uuue. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - WAM NOTES 1) FRAME DIMENSIONS ARE BUCK. "MR" = MEETING RAIL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES Z, SHEET Z FOR ANCHOR GROUP DESCRIPTIONS. �111111111// ��4�'�N'ceNsNM�I , ?, Off * No. 58705 s * - (! I [V - 1070 TECHNOLOGY DRIVE�0'. - 0 sT OF((]\ N.VENICE,FL3f2)5 'SS�ONAL ECG ��"m nn nll �`�Nc"c A. LYNN MILLER. P.E. m.wa GLASS TYPES 9 THROVGH 16 MAY NOT BE USED WITH J-CHANNEL OR INfEGRPi � FIN FRAMES PROOUCTR. VISED m ply, FwiM B. Foils B ,", Cede A TnO�nti�mE=- •OL D,pry ED.e �mn ANCHOR QUANTITY TABLE J ROSOWSKI IMY Dvfr. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS 1 10 OF 13 1 MD-SH5500-01 3.50a 3.500' .052' 1r 0 f�O � .825• L' Ot HANNE• VME .825' LI /� FLANGE FRAME • •1375' HEIf�t� • ) HEAD/JAMB •••••• • •• • • • • Oi�-�062' 8 � • • • • Off_ .082' � • • • • • r 2.444' • • 2.444' • •• • • T �3]5• O FRAA� SILL • ®FRAME SILL • •••..•L •••• .••••• •••• . • ••/�_ • ..00. n .085" a 1215' a 91 74' 1.�5• -� 1331• �+ j 1.000• I� .035 ��II • 6 74 MEETINGIIXEDPAIL 16 SASH RAIL 1] BALANCECO - 3.500' 35W .06Y 7� 1.a83' [1'J 1.403' .070'-�-�-..� .OBO" 1.78a h-.- O O .715" .eta uLJ .olo• O FIN HEAD/JAMS EQU O LEG HEAD JAMB FEE SLIGHT NFLIGHT SASH 25 HD SASH RE WO OREINFORCEMENT - 3483' 3.483' —�{ o' .062• O��I I� Ij� .067 JIUI ��Ill u u 1 L U --•�— +w' 2.dda' 1.331' j-e- -� 1.340' -- 4a OSTANDARD O RHO EINFOERCEMEML MEETING RAIL 27 REINFORCEMENT OFIN FRAME O EIX LEG SILL FRAME SILL 1.378' F 1� 2.1 nar n� 2.1]6' n �1.472' �1 990• .0]I�-(�jR+"�.050E.317 21� LS 2l LIFT L LIFT RAIL BEVELED BEVELED 18 SASH ST." SCREW COVER 79 INTERLOCK PO INTERLOCK COVER Y1 INTERLOCK 22 INTERLOCK COVER 0 Frond= .316' .300'No 9 = 5B705 Mkm .ws• ��-� .825•---i---T —'2__ -v : �jYA ® D„�,y,m,,. LAMIIc On ExrRuoeD s0 O ROLLED a, O -AO '.TE F}' ' •�` './ �� 1070TECHNOLOGYDRNE N. VENICE, FL Sans WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME F '•ORIDI!..' 841}9o-780D ZONAL E SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Scala SArt: gewhp Na Rev: A LYNN MILLER P.E. V.E.%56T05 ALL ° CER'. OF AIJTH. M29B SH-5500 NTS 11 OF 13 MD•SH5500-01 B TABLE 12, CONT, Bill of Material Bill of Material, cont. # Part# Description r Material # Part# Description Material i 101 Single Hung Frame Head 8 Jambs - lChanre PVC 4 720197 Auto Lock Mechanism C Steel 2 620102 Single Hung Frame Head 8 Jambs - Flange PVC 46 720198169 Sweep Lock Cast ZIr o, 3 620103 Single Hung Frame Head 8 Jambs - Fin PVC 47 72019586 Auto Lock COLer Assembly Cast Inc 4 620104 Single Hung Frame Head a Jambs - Equal Leg/Box PVC 48 76XI18OPTX #6 x 1-1/9" Ph. FH SDS (Auto and Sweep Lock Screw) SS 5 620105 SWDH Fame Sill - J-Channel PVC 49 7202DO Auto and Sweep Look Keeper Cast Zinc 6 620106 SWDH Fame Sif - Flange PVC 50 ?76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 7 620107 SWDH Fame S:A - Fin PVC 51 420181 LJR Belated Tilt Latch Comer Key PVC e 620108 SWD e - Equal LeyBoz PVC 52 420182 UR Pull Fall Tilt Latch Comer Key PVC 14 820 1 Fixed FA I PVC 53 7634PHFL #6 x 3/4' Ph. FH SOS (Comer Key Screw) SS 16 SWI29 Saeh Rai (SKIM, Top A Bottom) PVC 54 420183 Tilt Latch PVC 17 620#B4 Balance BLtisr 0 - PVC 55 420184 Tilt Latch Retainer PVC 16 620133 Saah *lop/SC&W O&4T PVC 56 720207 1' Tilt Latch Spring SS PJI Railtiteflocill al • • 6DD5 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC 6M144 Pull Rail Interlock Carr 0 0 0 PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 820167 Beleled Im ock 6005 T5 Al 59 420180 PAot Bar Comer Key PVC AL 5 Baeled jgtjVock CjQW PVC 60 720206 Phot Bar SS 23 620150 Light S h Ritilldontilment 8063 TB At 83 720191 Sash Pull Handle Cast Zinc 30 1 •MM2 HD SasioRelnbwlent r♦ Bg S 6063 TB AI 64 720194 Sash Pull Handle With Latch Assembly Cost Zinc 26 620153 Standard Meeting Rail Reinkxcement 8005 T5 At 65 7834FPT IXII X V4" Ph. FH SDS (Pull Halle Screw) SS HD MeellIVRIllillitainforcement • al 0 • 6005 T5 At 66 420188 18ottom Latch Strike Plate Cast Zinc 30 61 Weat to , .18 Ar Fin a 67 ?78588 #8 x 5f8' Ph. FH SMS (Strike Plate Screw) SS Wsath , .1 ' x .3Ix7' Foam mlv Flex PVC 72 720135 ILamI I.G. Bead PVC 32 61 it Weatheat , .18T x .220' Poy 1 74 BackbeWing, GE 7700 or Dow 791 SlBoene 33 61825 Weatherstrip Plug. .220' Fireeal 75 71646N Setting Block (7/8" x 1' x 1/8"), 85+1- 5 duro. EPDM 4V8RlWM 08 x 1' Ph" We (Interlock AjLIBt 80 61012 Extruded Screen Fame Alum 38 7aX3THPX #8 x 3' Ph. Pr1 SMS (Meeting Rail Screw) 410 SS 81 61011 RDI ormed Screen Frame Alum 7 71669SP Meet new Support Plait • • 6063 T6 At 82 7CKGLB21 Screen Comer Key lor Extnsktl Frame X 4 PVC 10 Weep Cover ar 9 0 PVC 83 47042 Screen Comer Key with Pull Rag X 2 PVC 40 7 Can nce 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 a78 x 31 ' P . S (Con. Fome Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance Bit 61816C48 Screen Cloth Flberglasa 43 720205 Spiral Balance Shoe Nylon 87 61635/81874 .140" Screen Spline (Machine/Hand Rolled) Vinyl 44 78X114FPAX #8 It 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeriing 4SG TPS Spacer System 77 Quanex Super Spacer nXf with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer REFERENCE TEST HEPORTS: 'IL-E717, EB686 89ru NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13. 15,24 28, 29. 34, 39, 61. 62, W71, a 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL , Illl/r 7jr NY LYN/y�/,,. No. 58705 . 3 pOY' 6 STATA,;' A. LYNN MILLER, P.E. SILICONE -HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. POLYISOSUTYLENE WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS INT. GLASS I.T.IGLASS KODISPACE SUPER 4SG TPS SPACERONXTT" ALUMWUM REINFORCEMENT pOLYl5*INT. NT FILL AREA BUTYLE5116' NOM. 5/16"NOM. SE BUTYL a LICONE SEAL DESICCANT ROLL-FOR FOAM STAINLESS S EXT. GLASS EXT, GLASS INT.GLASS GLASS DURASEAL9 XL EDGE - SPACER SPACER iOMCT REVISM c:.,V a1.4 r, ns .uh x" f tvi4, Bwlaca ctae c<aplr�n lro /7 0100.O5 E'rr��n��l�� ay ws�� mHucn 1o7o TEONNOLoOYDRh,E BILLF MATERIAL (BOM) I J ROSOWSKI N. VENCE R. 34275 l nor o SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 w011fa�� SwW/MobF. Sm": 9irf: e, "Ne. lbr. SH-5500 I NTS 1 12 OF 13 1 MD-SH5500-01 B M IAM I-DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTE jUF s CCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.I. •4PPROVAL UQCUMEENT: Drawing No. MD-555.1, titled "Vmy rencDoor an , sheets • • • • • • %hf qugh 12* of 120 dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and • sealed by A41:W1iy Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with *the Notice of.&Wptance number and expiration date by the Miami -Dade County Product Control Section. • 6M]R ATING: ATING: Large and Small Missile Impact Resistant • • : *9 0 ELIlrTetch unit shall bear a permanent label with the manufacturer's name or logo, city, state, • series, and,fQUQWing statement: "Miami —Dade County Product Control Approved", unless otherwise noted • h:foin. ...... WNEW" bf�his NOA shall be considered after a renewal application has been filed and there has been ' jp 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 renews NOA No.17-0504.05 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 Sifang Zhao, P. E. - 5 "Z. MIAMI•DADE COUNTY j 2,(1clloje NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 Page I 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 C dated 04/10/17, 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 203-94 along with marked -up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by ••" Idalmis Ortega, P.E. • •': . • : • •(ubmitted under previous NOA No. 16-0126.04) • • • • • • • • '.: 2. Te,;t 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 • • • • '0 •. • . ...... 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • "• • • • Meng with marked -up drawings and installation diagram of a Series FD-5555/FD- • ..... • . •nOO 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. (Submitted under previous NOA No. 16-0126.04) 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. (Submitted under previous NOA No. 16-0126.04) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.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 FBC TAS 202-94 ".. 3) Water Resistance Test, per FBC, TAS 202-94 • .a'17atig with marked -up drawings and installation diagram of a PVC fixed window, •; • • • • ' • '.: prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated .' :.:05:25/13, signed and sealed by Jorge A. Naya, Jr., P.E. • • • • • . ". : • • jStubmitted under NOA No.13-0815.03) '..:.. , 7. "' Tit 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 Rigid PVC fixed • ...... : . 01 jndow, 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 NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "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 for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. " • • (Submitted under NOA No. 15-0409.03) "' • • • •• 5. : 146�ice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their •�••.. '. •„ •� serves "VE 2000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC . • :. • + Aerior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. • •"' • • • -(Submitted under NOA No. 15-0409.03) •..; " 6. : • •N"ice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their • . "98iies "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" .....: .... • .... �l� ed 01/23/14, expiring on 01/23/19. "" • • • • • • : (Submitted under NOA No. 15-0409.03) •; 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their •• • • seties "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-OF, 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 in 48 hrs. (Submitted under NOA No. 13-0815.03) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 E-3 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, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) •�•••• C. '.:OTIj9RS; • 1. %Npjce of Acceptance No. 17-0504.05, issued to PGT Industries, Inc. for their Series • • • • • 1 F•D-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved •��;�� '•4112/14/17 and expiring on 01/23/19. ...... .... . Soo • *00000 *so .... Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 E - 4 SERIES FD-5555, IMPACT -RESISTANT VINYL REINFORCED OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WrTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ME NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMFOADE COUNTY, USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM Coo CONCRETE MASONRY UNITS (CM 1I) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO V D AS PER TABLE 1. THIS SHEET. ALL WOOD BUCKS LEW THAN 1-107 THICK ARE TO BE CONSIDERED /X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS DEPICTED AS 2X ARE 1.1 R' THICK OR GREATER 1X AND 2X SUCKS (WHEN USED) SHAH BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE. GROUT IS NOT REQUIRED. IF USED, NONSHRINK, NON.MEfPiLC GROUT AT 3.4 KSI MIN. PER AI;W C1107,(DONE BY OTHERS). MAX 1W SHIM SPACE FOR GROUT YMICH MUST FILLY SUPPORT THEENTIRELENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUMTMTE. MD TRANSFER SHEAR LOAD TO SUBSTRATE IF SLUMS M M WOOD. 30a FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. COMPLYING MATH THE FBC. 6) ANCHOR EMBEDMENT TO "MR WL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EAlPB7bA6Rr SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT MUSED ON AI.L FDUR CORNERS QF THE FRAMIFEXTERION [NITALLAMON ANCHORS SHOULD BE SEALED. OVERALL SEAUNGVFLA511WGSTRATEGY �FQRyI�]TE1t RESISTANCE O•IIEy4TION SHALL BEJONE BY ERS AND IS BEYOND THE SCOPE OF THESE • NS • • • • 7) MAX.�551AAU47�'AAS99HWS AREff♦<t% AT&CH MC LO•\TION WH#iE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE USE •STS�L�ADS IMPOSED OSI�THEOMIG�-MEAF*UEDOORa,51D�RE ORSUCKS, TRAfOM. TMERS, MST BE SUFFKXENILVMCHOiiED TO DESIGN PRESSURES: • • • • IsA NEGATIVE DESIGN LOADS BASED ON STRUCTURAA*-1oA tjkL&E FRAME PNALYSISAND GLASS PER ASTM E1300. 0 0 TOW411 DESIGN LOADVQ9ED ON ATER TEST PRESSURE, STRUM TEST PRESSURE, FRMD¢ANALYSI MGVSS PER ASTM EI300. • • • • • ��Ga LOADS ARE ASED OAALL/VABLE STREW DESK;A50 • •• AE ANCHORAGE METHODS SHOWN HAVE BEEN &4RA"FOSIST THE WINDLOADS CORRESPONDING TO THE •A1REMDESIGN PRAE�$ 3-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE CO1.0 TAD DURATION RATI ER�T ��..11� go FOR ERULLSS EVALOESM4FTNAQUCHORSIW WOOD.OF THE ANCHORS TLIAT COME CO INTO \ B;;; p PDOPTED STlfAR• OR CORROSION R T`N� 10) ALL ORGID PVC MO RIOIpCELLULAR PVC AUNUF UijED BY E A%I FENESTRATION SOLUTIONS US& INC.0 R VISION EXTRUSIONS, LTD, HAS BEEN TESTED TO COMPLY • LCR*A BUILDING CODE FOR PLASTICS. 1 t••• 1 11) SIZES MUST BE VERIFIED: POMPLIANCE WR• EGWV IIW(WIREMENTS PER THE FLORIDA BUILDING CODE 1 12)_REFERENCES: • • • • • • • TTEES5T REPORTS: FTL-7339, MI, 8715, B718 6 8717 TNSA �D ULTRACON,• �J(6 AGGREGAT& AAHOR NAS, ENERGI FENESTRATION SOLUTIONS USA INC. OR WSAN EXTRUSION L WHITE RIG PVC NOq VE 1dkTAN 202fND LIGHTER SHADES (NON-NMfTE)RIGID PVC NOA ANO DESIGN PRESSURE RATING I IMPACT RATING VARIES, RATED FOR LARGE a SMALL SEE SHEETS4d5 MISSILE IMPACT RESISTANCE Group Anchor Substrate Min.l6fa Olv Edge IAnls Fmtdsment A 3116' Eleo Unracon UngrWed CMU, (ASTM C-90) 1' 1-1/4' UngroWed CMU, (ASTM C-)O) 2-1/z 1.1/4' 1d SAPS (GS) #0 stew to S.S. SAPS #101" S.S. SMS P.T. Scuthem Pine (SG-0.56) 1/2' 1-3/8' Aluminurn, 6063T5' wig, OA63' Steel,A36' 'S78' 0.083' Steel Stud, A553 Gr. 3W 5116, 0.063, B 3116' Eko UK... P.T. Southern Pine (SG=0.55) 1/2' 13/8' Grouted CMU, (ASTM C-90) 2-1/7 2-114' Cornrete (min. 2.85 kal) 1' 1318' 1/4' Eko U6racon UngmWed CMU, (ASTM C-M) 2-1/Y IAW # Steel SMS 183 M #1298 S.S. SAPSS S.S. SAPS #12 P.T. SoW)Iem Pine (SG=0.55) 911W 1318' AILAT 6053-T5• m, 3r8' 0.071' Steel, A36' 318' 0.071' Steel Stud, A653 Gr. 33• YB' 0071' 14 Ga) C 1/4' Eko llRrzcon P.T. Southern Pine (6G=0.55) 1' 13/e' Grouted CMU, (ASTM C-90) 2-1/2' 13/4' ConI (rMn. Z85 MI) 1' 13/e' 1/4• El. 410 S.S. CreteFlex Cmlcrele (min. 3.35 MI) 1- 13/4' Unlimited CMU, (AS TM C90) 2-1/2' 1-1/a' 1/4' Elco 18-8 S.S. AggreGator P.T. Southern Pine (SG=0.55) 1' I-W Canclete (min. 3.27 kep 1-1/7 13/8' Urgrcuted CMU, (ASTM C90) 4' 1-1/4' 1/4' Elco Uitrdwn Concrete (min. 2.65 Mp 2-1/z 13/B' D 111 Eko410 S.S. Cre.R. Carlcrele (min. 3.35 M 2-12' I Type # Description Where Used: 13/16' Lard. IG(1/8'T-11/1B'Air. 1/8'ANN-.OWPVB-1/8'ANN) Door 2 I-Wir Land. IG (3/18' T-5/8• Ak-1/8' ANN- A9P PVB - lAr ANN) Door 1 18'Larry.IG(1/e'T-9116'Atr-3/18'ANN-.OBO'SG-3118'ANN) SidelBe/Tsnean 41 1 1C LarN. IG(3/16• T-1/YAM-3I76•ANN-.080'5G-3/l('ANN) SldeldeR neon 5 I-VlfrLerN.IG(lArT-9118'AY-3118'ANN-.080'PVB-3/18'ANN) Sldell[eRrenaom 8 ". -Larry. IG(3116-T-12'Atr-3/18'ANN-.OBO'PVB-W18'ANN) SldeMe/Rensam 7 7/16'Land.(3/1B'ANN-.000-PVB-3/18'ANN) DoodSldelitelTrensam BROWN COATED (P'A � LAA11tATED)WR1M RIGID PVC NOA 'ANN'=ANNEMEO • • T=TEMPERED 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. TVB' =.030' TROSIFOLS PVB INTERLAYER BY KURPRAY AMERICA. INC. 'SG' = DSO' SENTRYGLASS INTERLAYER BY KURARAV AAERICA INC. maw Min Fs Min F. Skd Saee 92 W 1m .1 f88 Saes 80W 0w 4Y1 Scias W Its! Mills! Eku Ap�e(9dae 57ks1 %hf Elm uftO I55W 1P 1¢I 410 SS E3ra DeteRn 10.41ai IK7Imi BOSiTSAhedrrm Islw 22Io1 A38 Ste mind 59 Ysi Gr. 33 Sled S1d 1 33 W 4510f GLADE TO SHEETS: SEE SHEET 3 FOR SPACER INFORMATION. GENERAL NOTES ..... - ...................1 ELEVATIONS._ ............._................. GLAZING DETAILS.- ......................3 DESIGN PRESSURES .............._..... ANCHORS .............. 2 45 .'La CODES r STANDARDS USED: 62117 FLORIDA BUILDING CODE (FBC), ETH EDITION e2014 FLOMDABU(LDING CODE (FBC), STH EDITION INSTALLATION ................................ EXTRUSION PROFILES ............ 7A .--. 10 -ASTM E13DXS :MSUAFSPA NDS-201S FOR WOOD CONSTRUCTION PARTS LIST...............-................._11-12 ALUMINUM DESIGN MANUAL, ADM-2015 CORNER DETAILS.._ ............... 11 •AISI 310612 HARDWARE DETAILS............. .... 12 eAISC 380.10 PRODUCT RENEWED glCOAe Ith M. F Hda Bulldin NOA-No. 18-1108.03 E,IpImtlon Date e1I23/202A By Mlam a Product Control PRODUCT REVISED B ldb. va.aAe.17v9� Atom web •OS .� y C)UPDATEDTOFBCM17, ADDED SPACER DYGS., ¢' REV18EDa22-JR-61HO117 U ew0 30 T n vi O LL 2 S G z m N o Z V O LL O K ®r OO s o LU m U O z z z e=x W ¢ � W n Z W 0 % LL ell >e.0 e.w \\1\1 lllll/ P2...' L1GEM$E.•'••�p% No. 59705 ,1111111111\\\\ 31A116' 3B314' (31L77) sLae MAX WIDTH ' MAA j X. B1 HEIGHT MAX SLAB (ALL DOOR SLAB HEIGHT CONFIGS.) DOOR SLAB CTYP. • • X • • • • • • • 30S FT' MAX. • • • • • • 6-m • • • SEE SIZE RANGES E T 5 • • •• • • • TABLE A B,SICETS Doe** •---I I•M Le) MAX 1 • • • • •//e \ • • / • \ / • �I• (WIDE STILES ANO WID' RAILS SHONN ON SOF.fi rS) • • DLO •1)1. MAX HEIGHT / .WIDTH • • • Ll SINGLE 0 (WIDE STILES AND WIDE RPJIS SHOWN ON SIDEllTES) EXAMPLE CONFIGURATIONS TB'MAX 1�'IU C.ILL XX __ SHOWN •OR 30.6 FP MAX SEE SIZE RANGES FROM TABLE 8 & B. SHEET 5 •IfD:3/fF�l1 DLO 111' MAX HEIGHT OR WIDTH SINGLE 0 (NARROW STILES AND NARROW RNLS SHOWN ON SIpELITES) NOTES: 1) SINGLE DOORS MAY BE LEFTOR FUGH T41-DED. 3) MULLIONS SHOWN ARE STANDARD 1• FRENCH DOOR MULLIONS PER THIS NOA 31 MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MILLION TYPES, SEE SEPARATE NOA. 41 FRENCH DOOR MULLION IS LIMITED TO W IN VERTICAL APPLICATIONS AND W IN HORIZONTAL APPLICATIONS. 5) NARROW OR ME STILES AND RAILS MAY BE MINED WITHIN THE SAME SLTRR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LNRATONS. \:I HORIZONTAL MULLION LENGTH 40' MAX If 1•MULL 9fi' MAX VERTICAL MULLION LENGTH OIO (MAXIMUM OF 2 MULLED SIDELn — (MOE STILES AND NARROW RAILS SHOWN ON SI_ FUTE-) 40' �3=4 1' MULL �{ 1' MULL OIXIO (NARROW STILES ANp WIDE RAILS•tDWNDN8ID°UTE51 I _ 36-3N• II MAK 1'MULL / 0/0 WITH OIX WITH HORIZONTAL. HORIZONTAL MULLION MULLION `"- STLES AND WIDE RAILS SHOWN (NARROW STILES AND NARROW ON SIDELREIL RAILS SHOWN ON TRANSOM TRANSOM1 PRODUCT RENEWED h0otlewith Na FlaHda euiltlin9 NOA-No. 18-1108.03 Expiration By Mlam Product Centrel Rv�YYO�i9YN Idi PN— s C) NO CHANGES THIS SHEET JR. W10NT Of Y aIW N O r- h O 0 LL 4 O B U U a . IW- W i oZm 8 J n C D: z O H ¢ O ❑ U Z z F Z Z W O.MmS O LL J � z a p ay} W x� W nu �`��NY LYNHI'Ir * : No. 587D5 * _ A '•..' C; O � ml AL EN ` A, LYNN MILLER PE P.EY'YT03 1 aN e' ROM. � 1"'W ROM. � 1 l/1 S' NOM GLASS STACK I Sl1MV L STACK D GLA53 STACK 511VGLAS IA�CK D GL/1S5 STACK 7hW LAMINATED SILICONE f GLASS STACK R' ANNEALED GLASS /B'ANNEALED GLASS 3H8' ANNEALED GLASS STRUCTURAL 11/16AIRSPACE S/8ASPACE 9/16AIRSPACE 1/4'NOM. .00V.OPOLYSOBUTYLENE 1 �8'TEMPEREO GLASS,.39'ANN OGLASS 1/8'AN EALED GLASS - 3/16' EALED GLASS WITH DESICCANT 3/16'TEMPEREDGLASS 1/8' TEMPERED GLASS EXT GLASS 37 KODISPACE. EXTERIOR 1v1s• a 4SGTPS GusserrE EXTERIOR " cxvSsaITE S` GLASS BITE /� -- - �. v - INK GLASS GLASS TYPE 1 USED IN DOOR ONLY GLASS TYPE 3 TYP. WIDE FRAME GLA23NG DETAIL, NARROW FRAME SIMILAR 1-3N8'NDM. - 13/18'NOM. 1J/18'NOM. GLASS STACK GLASS STACK GLASS STACK I GLASS STACK GLASS STACK 7/16' LAMINATED 1 • YYY-""'"�� •••• GLASS STACK • •• 3/16'ANNEALED CLASS 3/16'ANNEALEDGL/SS / • • • • • '16'ANNEALE0GLAiS 1rz RSPACE • .o9 SG • 9/?Q AIRSPACE ,080'WH 1?NRSPACE I A90'PVB 1/8'TEM GLASS •M7T•11•F4D GLASS • • :B' EALED GLASS • 3D 8' EALED GLASS 3/16 ANNEAU 311 W TEMPERED GLASS • • • • • 11H6' •• 118S EXTERIOR Gillir LASS GLASS SITE GLASS SITE a OLA59 SITE • • 3T ae x a �� n3339u 41 • •' ••••• •• •••• • • CS$p'AE 4 • • • • • • GLASS TYPE 51 GLASS TYPE 6 • • • • • TYP. NARROW F-R�E GLAZING TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZNG • DETAIL N'IrFRAME SIMILAR •••••• DETAIL, WIDE FRAME SIMILAR D ETAIL4 NARROW FRAME SIMILAR 7/1G LAMIr� • • • • • �• •GLuSyT • • • • 'SGB= 090oSENTRYGLLASO INT6ERLAYE BYRAY KURARAYI MERICA, INC. •A NEALE%GLASS•6••••EALSO GASSBRE EXTERIOR a GLASS TYPE USED IN DOOR (SHOWN) 8 SIOEUTERRANSOM RI=FERENCE TEST REPORTS: FTL-8717, 8988 S 8070 HOT -MELT BUTYL STRUCTURAL SILICONE FOAM Wl6' NOM WITH DESICCANT Fxr.GAss SUPER SPACER® NXT'a INT. GLASS ALUMINUM REINFORCEMENT &6116'BUDES CFDURASEAL0 EJ(TusSPACER SS POLYISO- DESICCANT FILL AREA BUTYLENE SEAL 5/1C NOM. SILICONE SEAL ROLL -FORMED STAINLESS STE XL EDGE'" OSPACER EXT.GLASS INT. GLASS PRODUCT RENEWED BuOemplZ12 wRN 1 , Fleada ainS Ceaa NOA-No. 18-1108.03 Eaplrallon 01AZ3lOM By MIamL de ProOu<! Control PIROODDUCT pSVISED pyhywih u.FilAd• 3�mr__ 1.�C) DED SPACER DRAWINGS- ,', JR-OMOHT 4 MAX 1 J— 0,110MAX e.TMAK / _ T CENTERED I BETWEEN HINGES 1 I j SEER NOTE 11 I 12'O. --CLOCK CENTERED I MAX B HINGES HWOES •� 7 1JII I I fMAX 9'MAX r— I ANCHORREOIjWEMENTSI • TS • • • SAME ASiiEQD• • • •••••• X •••• •i,13 3: • • %iXX peer.""Pn • �FQ0.¢P!F • GI pet • • • • N¢¢PSF C 26 • DOUBLE DOOR INSTALLATION 4• MAX � PSTRAGAL � _CLUSTER - - &1/P `•� i I I i � CENTERED B TWEEN I HINGES SEER NOTE 11 CENTERED BETWEEN 1 HINGES 10-1/1' \ // MAX ANCHOR REQUIREMENTS SAME AS HEM • • •X (USING ASTRAGAL) TABLE 4: 4- O.C. MIN-, SEE TABLE 4, THIS SHEET, FOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE I I i i I I i I SEE NOTE 1 XX D¢ . A4ape1 Cl,—rA hp R gWmd • • gH4aE&Sill III as Omr Mlih M) 4e Ip n TB b 54 4 yy 505 bb CpAS b S A OB c 44 S 4 5 4 4 96 4 5 4 6 4 B 5 4 • TRANSOM -TO -DOOR 401 to TFTANSOM-TO-SIDELITE (0/O SIDELITE-TOSIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION ULLION INSTALLATION 0 O (XIO OIX) X, OIXIO, XIOIX OIXXIO, ETC) --�� SEEMUWONCLUSTER� SEE MULLION CLUSTER . DETAILBElOW DETAILBELOW SAME AS HEAD MAX B"{...� `'MU WON 4'O.C. MINI r ,} SEE TABLE 6, --- I THIS SHEEP. FOR ANCHOR 1 IME. SIDE- I QUANTITY, SEE LRE i TASLEI,SHEET 1 FOR TYPE • • • • • Of"MON ATTAS AABN4& INSTALLATION • • ATTACH DC1i 8 • • • • - - • SIDELTTES& • "es QTw THEINSTRTiON - I�+ 1'MUWON OF THE INRU ON• • TRANS 6' II HORIZONTAL PRODUCT -- - —``1 MAX I MULLION APPLICATIONS 1 112 I ALWAYS REQUIRE MAX. i TWO(2)ANCHORS TABLE 7: DOOR OR _ I (TYPE A-D) AT EACH HORODHTAL MUWON SIDELITE \`�\ �� MUWON END. T¢¢PSF 40' MAX MULLION LENGTH IN HORIZONTALUIREAPPLICATIONS. IF'�rl TRANSOMS WIDER THAN 40'WiLL REOVWE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLKIN BETWEEN TRANSOM AND DOOR/5BIELRE. 96 MNL > MULLION LENGTH IN VERTICAL APPLICATIONS SAME AS HEAD MAX e' I 1'MULLI {' O.G. MIN.4 Ir� -1--T I - �', r (4' O.C. MIN. 11 11 'T Its SEE TABLE 6, --- , TNS SHEET. FCRANCHOR 1 SDE- DOOR/ QUANTTY,SEE TABLE I, SHEET ' 1 FOR TYPE �Qo©o©©o©.vao©o AND 51M•M CONFIGURATIONS CONTAININGA DOABLE DOOR pDTI, USE ONLY MALF OF THE FRAME MOTH OF THE DOUBLE DOOR WHEN USING THIS TABLE INSTRUC�XJNS 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.. SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OFTHE SO( ANCHORS MUST BE B6TALLED THRW GH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR W16' 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'XIO' CONFIGURATION, THE DP FOR THE DOOR, THE MULLION ANO THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, NOTES: 1) SINGLE DOOR MAY BE LEFT OR, RIGHT-HANDED. 2) MULLIONS SHOWN PRE STANDARD 1-FRENCH DOOR MILLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MUWON TYPES, SEE SEPARATE NOA THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP. 4) FRENCH DOOR MULLION IS LIMITED TOW IN VERTICAL APPUCATIONS AND 40' W HORIZONTAL APPUCATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDEUTETRANSOM OR MULLED ASSEMBLY. PRODUCT RENEWED BuilEing IyI"` Hh N`a I NOA-N- ��tttttteeeel S-110S.03 Fspiratbn 0 232D24 Mi //�T— MIamI-D.a. Prad 1 co,.No1 PiIOWCT RSVL�1 ewdmg C.& •ePYM Acmpneq Ne � "D "'fq Dee By ada Pmme( .q C) NO CHANGES THIS SHEET JR-Wj W17 U a y Y O � N nw O o� OLLo i z m S UL 6 R UU U m )- z EGa t axo ZO LLO Q < K g Oo w laa s ® ❑ z N F C1 N 2 W z oaS W � w $ z m LL z m w 5 m z w o o > ❑ �1111111111111 �``ONY LYN,y * : No.58705 PHATE ''�'SS�ONAL ENC:``• Il ll111111 A. LYNN MILLER, P.E I.E.Y.1. SIDELITUMANSOM INSTALLATION (0) 28' O.C. MAX 2}1/ O.C. MAIL IF SHORT ODE IS 40'OR LESS- IF SHORT SIDE IS OVER 40' I 1 I SEE O, 2LONG MAXI I ET 6 FOR i SMEETB IF LONG SIDE R I I ANCHOR LEM 40.OR LESS I I ABLE 1, SY. HEET TABLE ANCHOR HOR FOR ANCHOR I � TYPE. I I C. MAX I I IF LOVER 40' IS IF LONG OVER 40' I I I I I I I I I 12 MN((LONG SIDE) (SHORT SIDE) -� LWI EDE Sne sn5 LESANQWgE • • •• • • • RA1LSSHO—ON]IDLLRESI 28' O.C. MAX 2 It2' O.C. MAX IF SHORT SIDE M IF SHORT SIDE IS 40.OR LESS OVER40' ______________ SEE TABLE 10, 28'O.O MAX i I SHEETS FOR IF LONG SUE IS ANCHOR 40.OR LESS I OUANTRY.SEE 'T—I 1 TABLEI,SHEETI I FOR ANCHOR TYPE. JI I 211R' O.C. MAX IF LONG SIDE IS OVER 40-�'-lr I MAX(LOONG SIDE) •SID� (SHORT -------------- (NARROW STILES AND NARRON RAILSSH--SE� 1Rc5. NOTES: 1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WTOIIN THE SAME SUEL;TEnRA 4SOM OR MULLED ASSEMBLY. 2) SIDELRETRANSOM MAY BE A SINGLE, STANDALONE UNIT. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ■DOD©o0ot7000o00® ®wwww wwwww�www owwwwwwwww��wwww owwwwwww��wwww owww�caw��w��wwwww owwa�s�w�ww��wwwww ©wwwwww��w�wwwww owww�w�m�ww�wwwww �■www��wwwwwwwww owww��wwwww�wwwww ow��w�wwwwwwlwwwww ow�s��www�www��wwwww ��a�w�wwwwww�wwwww r��su�wo�wwww�wwwww ttil 5�� .:. ��awwwwwwwwww�ww�w o�awc�wm�w��es�ww�www www�w �ww ' 9w�+��o►:� �wwwwwwww w!wwwwiw �ow�w��wwwwwwww ®w�wl��ww�wwwwwwwww �■��wwwwwwwwwww oww �wwwwww�www�w oww�wwwwwwwwwwwww. owwwwwwwwwww�wwwwiw PRODplYin9UCT RENEWED emwllh tha FleHda Buildtn9 Coda NDu-Na. 1&110&07 Explralion D 01 YZ]/2024 By Mlam produe! Centro uRooplYhBR +4�V611! BuiM*Code AmpdpNp.i Eapindoe Dre ,�Iq By mil ^ C)NO CMANOE9 THIS SHEET JR-D4NO1T �0000000000000000©©©©©©©©©©o©©0000 o000 ©®®00000000©o©o©o©oo©o©o©o©o©o© 0�7��0©0©Ooo©O©oo�0©OODOD©�©O©©oOOO ��o��oao�o©00000000©o©o©o©o©o©©0000 Nunn a n g mrE®Ewo©iivaaO000000000OOD©o©000 00 ��ao�oaaaa©00000000©o©o©o©o©oo©�� i©n©oar�i.�i�a000000000©o©o©000©�� F�Ypwd L.,ir^�1E�ol�o �ylWeoM�y,umy-&a000000000oD©0oo©�� EilliJiii■ o000 00�0 0o D©0©_�_�_ �_ � ��_�_�_�_ �_�_ ��IAO©►oi1o7000O�000O0OD©� �� mmm ffmwn © ��©00000000000000000000000000000000 0000�MMMM��MMMMEMMEMEMENEEMMM NOTES: j) NARROW GR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDEl1TF.RRAN50M OR MULLED ASSEMBLY. ])SIDELRE/f SOMMAYBEASINGLE, STMID-ALONEUNR, 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE MORT OR LONG DIMENSION. PRODUCT RENEWED emPlGi MN Ne Florida BYII A-N.Coda NO . 78-7708.03 Expiration Dat 01.31..0 r By MIamLO P ..RmerWTea ^+� �. FYeiBa &vld'm8 C.Be TJ�Ie ° )q. .r C)NO CHANGESTHISSHEET JR-06)1BH7 � U � � Y o 01 sWa ZLL m o B x ui a ozj s� F ^ Z It g o � m us ®g O o iY O D: F-- Z U = Z U ao s W Z o ofa N 6 > J d z > h III , �`I�NY LYN,y * .• No. 38i05 :. wIII```• EMBEDMENT 114 INSTALLATION HAA%. OPTION 1 SHIM 23 INSTALLATION ANCHORS EDGE 1B INTO 2X WOOD. DISTANCE TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SvE TABLE 1, SHEET I, 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. IN. 010 FLATHEAD SMa SEE TABLE I, SHEET •••••• ••••• poses* ••••• • • • • WIWDMENT EDGE 000 •• •OETANCE •• ••�•••L ION PiQ ION 2 • • • pEraLQ OR FFWMF�� • ALSOSEE BELOW NOTE 2, THIS SHEET • • • • • • • • • • TYP. AN EDGE STANCE ENT AND EDGE DISTANCE PER •• TYP. WCHOR TYPE. EfiallilDMEW OID SUBSTRATE, SEE TABLE I, SHEET I. • GEMISTANCE PE•SUBST•ATE, SEEOPPOSING AVOID INTERFERENCE WITH OOS TA•L•1, SHEET I. OPPCIS THE ANCHOR CORRECT ENGTH OR • • • • • • THEEING LENGTHOR STAGGERING LOCATIONS. N23 • ••••• 23 10 • 1 • • ••• 29 41 • �I a� 26 4 EXTIE�RIIOR 32 V 1-FRENCHDCORMUWON DETAIL�A IANCHORPERHINGETOBETHROUGH DETAILQ SUBSTRATE. MIN. 3(1B' FLATHEAD ALSO SEE ABOVE ULTRACON, SEE TABLE I, SHEET I. TYP.ANCHORTYPF. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE MIN. eIF READS MIN.3 READS BEYOND METAL SUBSTRATE EXTEERRIOR v EXTERIOR n DETAILI J 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S10E OF THE DOOR, SDEUTE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-Vl. 1X WO00 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS 'Zr ARE 1-la-THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED SYTHE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR, SIDEUTE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELTTE, TRANSOM OR MULLION APPLIES TO THE MOLE SYSTEM. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. PRODUCT RENEWED emplYln9 wltN !Ao Fbdda NO-M.. OMcod. Nos-xo. 1e-lloaos F�PivD.n D olmnoz4 e MbmFDa .Product Contm PRODUCTRBVLSFD u wnpyha Md. Fill B.-Cp& An Md4`171 c C)NO CHANGES THIS SHEET f JR-09MDMT TYP.ANCHORTYFE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 1/4' PRODUCT RENEWED 18 23 DISTANCE PER SUBSTRATE, MAK . l 1h ith tM Flodda BUIIdI'gC- 23 10 SEE 'As1. SHEET 1. INSTALLATION ANCHORS DIRECTLY INTO METAL SHIM NDAJIe. 18.1108.03 1 ANCHOR PER HINGE TO BE EDGE DISTANCE -PI—I.. Da 01/23/Z02 18 THROUGH SUBSTRATE MIN. L p 1 i 10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND DOOR 37 ..—W Prod00t C .-1 METAL SUBSTRATE. ,1I VISIBLE LIGHT 29 S MOTH (DLO) �7 2J PPROWCf RRVI5 33 71 Cp1pd11i•`Nd.Or F1�1� TYP. ANCHOR TYPE, EMBEDMENT BuW�Cade No AND EDGE paeplaa 6api Ode DIBTANCE PFR SUBSTRATE. SEE 9�� TABLE 1, SNEET 1. Q u � Q EXTERIOR • 1 T2 OR 48 CHANGES THIS SHEET • •3 • • • (� JRNO • • • • • • 1'FRENCH DOOR..:ON• • 70 v 47 20 28 • • •• • •DETAIL 18 MIAMI-OADE APPROVED • • • MULLION (SEE SEERATE Q • • • • • • • • • • • DE-ml-� NOA).ALUMINUM,STEEL FRAMINGUOR M STEEL STUD. ^°B • INSTALLATION OPTION 3 • • • • • • 000R FRAME YnorH o °Iro N 3 • • 04W4LATION AN OF* 4ROUGIi • • • • EMBED EN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE TYP. ANCHOR TYPE. EMBEDMENT O n yl '� N 1X 9JCKSR2IP MAS ' • • DISTANCE PER SUE, TABLE I, SHEEP ANO EDGE OISTMICE PER o p Q • • E�B • • • • */��AIOR TYPE, 1B 23 1. AVOID INTERFERENCE WNH OPPOSING ANCHOR BY CHOOSNG THE CORRECT LENGTH EMBEDMENT SUBSTRATE, SEE TABLE 1,! 1. J LL Z ro 0: • • • • •� 114' EMBEDMENT MO OR STAGGERING LOCATIONS. 1/4' X W W Q •IB '�•- • IHx SHIy •B/ti �iTMICE PEA 2 10 '- MAx SHIM 23 IF m� Z E . ! SUBSyUTE.3EE SHEET 1. EDGE H- _ a C aw0 • • • �� '� • •E DISTANCE ^oZ • � 16 � • of m TYPE. 29 S 33 41 ® QO EM•EDMENT '-!•A •• G3 N • AND EDGE • F = Z FN- Z • 411AT4 :_•. • • Z O_ +r SUBSTRATE, K ~~Q SEE TABLE I, ••. • M. J m SHEET 1. Z N CONCRETECMU ^ 31 EXTERIOR !•.�_ _ u Q 4 FMEWOR O j Z LL PER ANCHOR REQUIREMENT 1XWOOD CONIC MU 32 17 1l i EXTERIOR BUCKSTRIP, 2.RPER VOEUTEYIRANSOMFRAMEWIDTH 18 E ANCHOR sF •''�10�' THIS SHEET. DETAILQ DETAIL GQ INSTALLATION DETAIL OPTION 2 �. Q?,• '•� �; ' INSTALLATION ANCHORS = 1F: N.. 5170, DIRECTLY INTO MASONRY. INSTALUTION NOTES: _ USED ON %pO •. 1)USE SIPPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET I. FOLLOW EMBEDMENT MJO EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE STATE IF '�(C`'.;<OR10"•. ANV SIDE OF THE OOOR.SOO.ITE OR CIA. YSIDEO THE DOOR. THAN MOD INSTALLEDF UNrr CAN BE ME OPTIONAL 1RED �'' 2) WOOD DEPICTED 1THIS SHEET AS 1. ME BUCKS WHOSE TOTAL THICKNESS IS LEW 1-ln� 1X TO TH SUBSTRATE OF WOOD BUUCKS TO BE ENGIINEECKS -12' 8Y OTHERS OR AS APPROVED BYTHE'�'SS�ONAL ENG��` MASONRY.UCKS OBl1CKS DEPIICTED AS'2X'ARE THICK OR GREATER INSTALLATION //1N1.. UL1 AUTHORITY HAVING JURISOICTION. 3) FORATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELTTE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR SIDEUTE, TRANSOM OR MULLKKJ APPLIES TO THE WHOLE SYSTEM. A LYNN MILLER, P.E P.EdW W INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X SUCKSTRIP INTO a WOOD. DISTANCE 2X WOOD BUGKSiR AN04ORNCRETE PER ANCHOR OR OR REOUIRCMENT "EMBEDMENT E NOTEG, SEE NOTET y THIS SHEET X WOOD SUCKSTRIP. SEE 23—L NOTE 2; THIS SHEET. • • 18 • • , • • • • , • , ANCHORTYPE, EtiDMEW AND EDGE • OISAWCE PER SUBSTRATE, 1. SEETABLE • • • • • • • • INTtRFERENCEHI. AVOD WITH • , , OP�SING ANCHOR BY • , 0000 ��jj11p�p55ING THE CORRECT �l1FiTH OR STAGGERING ••••• •• • •• LOinoNs. • • DETAILa • ••••• •• •••••• • • •••• • •• 9 • • • ••••• •••• • • INSTALLATION NOTES • •••• 1) USE ONLY SUBSTRATE.APPROPRNTE ANCHORS LISTED ON EXTERIOR TABLE 1, SHEET 1. FOLLOW EMBEDMENT AN13 EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR SOELTTE OR TRANSM 2)WOOD BUCKS DEPICTEDONTHLSSHEETAS-Ir.ARE INSTALLATION BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r. 1X WOOD BUW KS ARE OPHAL IF UNIT CAN BE INSTALLED OPTION DIRECTLYTO MASONRY.WOOD BVCKSDEMCTEDAS—ARE INSTALLATION ANCHORS 1,112. THICK OR GREATER INSTALLATION TO THE SUBSTRATE INT02XWCK` OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 APPROVED BY THE AUTHORITY HAVING JURISDICTION. %� 3) FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER (`J SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH I/4'MAXS FRAME OF THE DOOR SIDPLRE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR. SIDEUMM' W TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOBUCKSRRIP SYSTEM. OR FRAMING, SEE NOTE 2, THIS SHEET I 1 TYP. ANCHOR TYPE. EMBEDMENT 29 AND EDGE DISTANCE PER SUBSTRATE, SEE SEE FLUSHBOLT TABLE 1, SHEET I. DETAIL, SHEET 12 8 DETAIL IQ DOOR 4 16 VISIBLE LIGHT HEIGHT(DLO) DOOR 33 FRAME HEIGW EXTERIOR DETAIL(J PRODUCT RENEWED Cad wi/N Na Mdda 4- EDGE Building NOA-No. 18-1108.03 CE DISTAExv1-0— 0 1111=20M By MIamFDa • P EMBEDMENT (MOOD BUCKSTRIP, SEE PRODUCTREVISED NOTE 2. THIS SHEET. —plyy NlN Bl. ft" 'MAX SHIM Bully Code Aaepuwa No D5 ExPieeBeo BY BY TYP. ANCHOR C)REVI9ED+122-JR-OM10HT TYPE. EMBEDMENT EDGE —GIST PER SUBSTRATE. Be TABLE 1, SHEET 1. DEfAILQ SIDELITE/ TRANSOM WINDOW FRAME NSLE LIGNT HEIGHT � HEIGHT (DLO) H 411 I DEfAILQ ANCHORS DIRECTLY I . I 22 23 TYP. ANCHOR INTO MASONRY. TYPE, EMBEDMENT AND EDGE 1 T DISTANCE PER I a TABLE 1, TE. SEESHEET 23 TABLE 1, SHEET 1. EE ENT CONCRETE PER ANCHOR REOU IREMEW EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE eR1 Z 'x>0 LL wa 1 LYN,y/�� TABLE 1. SHEET 1. 1/4-MAX SHIM OR 3.4 KSI NON -SHRINK, _ *: No.58705*- NON_dETALUC GROUT -FULL LENGTH - =_ ;Ap'... � 3•[(Y�� ATE '��ss/pNAL EMBEDMENT ENG�� l/1111111111 _ A. LYNN MLLER P.E. P.EI.'% PRODUCT RENEWED omPlYhg with Iha Plodda 1y I.� 6uiltling Coda ice— 4.922' - 2 2B1• NDA-Ne. •I &1108.03 4.565' I sgY � e.vintlon Da a,rz3rzoao 1 3.925'my .505 .O7S ,31Y 1.750' 7.95r �0]� Miami-0a ❑ 1375 .,er a0°- p°�1 i OSIDELREADAPTER w,;�.,ith,h.Fw. LLL111 UUU P MUCV REvtSFD #20003, Rigid PVC a idia3 cad. O FRAME HEAD & JAMB O FRAME SILL PANEL RAIL & STILE � . , uNo iJ-O 04. D5 #2O000,Rigid Cellular PVC .20001, Rigid PVC O#20002, Rigid Cellular PVC E�n.eonom 3.075 By 83' ,500• �- P.,4B' -� �. 4A88• _r—... L I I � • • .4 C)REVISEDM22-JR-09/, 0/17 • • • s7]61' .174' •••••• • 6' • • • • • • • • • U • • • •• ••• �• xw� M y n "6 .08013.5608T• "'T 63.318.04561' 5 •• • •••••pY2 ••••• x za;• 90*00 -ill 1.0W HINGES c.•• TOP & BOTTOW RAIL PANEL STILE I Z X C a s •••®REINFORCEMENT• O W"EMENT OREINFORCEMENT --�-1 ,.O7s• -y ,a7s 1.DO0• c y 3 • :.i. 63-T6 #20015, 6063-T6 O ACTNE O INACTIVE ,� 0 1" FRFNCH • #20013, 606 T6 ASTRAGAL ASTRAGAL DOOR MULLION Z O • #20016, 6063T6 A70017, 6063T6 #20022, 6063T6 ••••• 7.989' •• •••••• DO 1>aK •-.--IIF_. • 1.190' II.� -�+{ 1.190- Ii� 1 1 �-�1 1SSB' I-� • • • ,t • • • -Y_ I -�i 1.460' �-{- 075 J_ L L ii x F •_ II I 11 1r �' � � Z 00401 Z 4J • • T rl-�- 1.8]S �L.L 21 LL O wo�5 L .... I .D6g. D6D� D7D�� TT""11 .� ff--TT � INACTNE BEVELED OGEE FRAME SCREW ADD -ON 1"MULLION ACTIVE 13 ASTRAGAL COVER 14 BEAD i5 BEAD �s COVER �� FIN/FLANGE 18 CAP 19 ASTRAGAL COVER > #20004, Rigid PVC #20005, RiglRigid PVC #20006, Rigid PVC #20007, Rigid PVC #20008, Rigid PVC , Rigid PVC #20011, Rigid PVC j L' 801 H- `11` 1j .83r 2285 ' III- OBO' :��1��.•UGEN3 •'11/�'i I I T 1 ,.D4,' No. 58705 .9 .08Y .19t' vjF� .063'/iy��.j�,: _ SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7"1 SOUARE ;p0. ASATE dA] ;'�� ZO ASTRAGAL COVER O COVER 23 PLATE 24 CAP 25 DRIP CAP 26 COVER 27 BEAD c�S'••:�DR,D!..• �? #20012, Rigid PVC #20057, 6063-T5 #19031, W63-TB #2OD20, 6063T6 021,6063 21, 6063T6 #20023, Rigid PVC #20047, Rigid PVC S/ ']]ZONAL A LYNN MILLED PE ALLRIGIDANDRIGIDCELLU RPVCBYVIBIDNECiRUSIo S,LTD. PEr 58>06 TABLE 11: 52 PRODUCT RENEWED IF PBT Mrt• 0..olpbn Wt+A+I DOOR HEAD 23 gi a3 mpW- wkh thn Plod!. BaIII Cnd. t 2oa+o rywm A sN. D DOOR PANEL HEAD No".. 18.1108.03 2 ]5f01 Goa Fina RIW PVC 1 5 18 3 P.n Bb A M1F C4Bi.r PVC 3 Expi.atbn Oat 01123n!024 { s IDPI3 SINb PVC •b Itu�aen.nl M.n, wssTa 5 Br Mlamwa e A14 P.nl Pal lakbi.an.l9 Mmi. pJ6YTe 7 2w1s P.M seI. P.NbcanaM A` �..wmm 1 e 2m1e NW N I plpN PVC 2e 1 • 23911 to 20t@ HSMN PJC 1' FnMl Over Nam N.x, e06119 { . p4ybVS%m u �pl Wth W RoM. 12 2B001 14 Ml IrcWN C..+r FI PJC t-t/tr B.alBud PJC 34 C' Bwleiee Cod. Aueptmn No� 15 ]OOOe t-tnr B.tl N9M PVC 3 E-'�i^ti°nD4 u 20W7 su.a yr leoM pW: 17 2o5Ge A4etn RyiE PJc 5 Br Odd 1e M. 1B 1 29 M2 1•N�Bim0. FI P•/C 1MN cap1 PYC s IxmA+e+ we DOOR / 3 z2 25617 9 19W1 " AA+n, lPe1TJ Andes PIW Al.n. eDdLTe JAMB C)REVISED •22-JR-DM1N17 24 0 TI+�IpM o— . eoe)-m NPc so 2• zma mnrar P�.c ) 21 2W) 7nr P1C 36 87 F1n Wr • •tea 3 T4FPu1 Fm�.fPWq. Sl.e sn.+�•f4x1-1Jz•Prt Fli .c su 26 / PANEL N Y 32 73101X . S.ey.w •1sxr Ph PN as �+ (DOOR HINGE STILE m 7NnPPT419 M1NWen+.9 Gaw M%1' FH 1e•O.C. SW 70 .I=D n 1 3s t4FPNt Fi.n. .nax Ph PH SWN..+BeW w-w BNa x1-trr Pn. FH srl sNu•... sl..l DOOR PANEL O ' GNNN m O o 1 N-W Sbb 5< .41 2-1/I' Ph FH _ • LOCK STILE ® 0In Z LL n 42 B I�EeGm¢OwieSm GE-7/l10 SWcw US a 74- Gm H Z �_ � C w u Yl.S1 W Het N.e Bl.ck r vt ri. W v F 1e0 tl 1652 64 5. .es.l-saoa. N-5 33 p >� 4 BON L�iEU >x Sh�tf2 WSTALLATION �Zta N W 25BU IrcM. Ntgl AMN ANCHOR 91 N.tN 71 32 Z m In 0 1 OPVG AND RIGIO CEILULR .1�'� OfENERGI FE•EWWIWI/ •% INTERIOR $ O H-a IfRONS USq INC OR VISION EXTRUSIONS, LTD. 0 C OR O.G. DIMENSIONSIlAYAASMAXIMUM. • •• • • • 72 36 H Z •••�• •••• • • Z W • • 33 a W LL • • • • DOOR w / JAMB 2s S O 13 3 DArifTE OPENING (OL0151ZE5 .A1 'xA'1 uu 24 2 WHEN USING PART • 3: (MADE RAILS OR STILES) SIDELITE/iRANSOM LYNN X DDOOR FRAME OORF lWlEmom-112J=IJDLO WIDTH 3a c EH .�,��((�' DOOR FRAME HEIGHT-12.1=0LO HEIGHT JAMB W/NARROW ?: U s 't DOOR FRAME MADTH / 2) -11.5: DLO WIDTH FRAME SLTRR FRAME HEIGHT- 12.1'=DLO HEIGHT No.5B70.5 *�/' *- SLTRRFRAMEWIDTH-121-DLOWIDTH DOOR 5 WHEN USING PART IN 4: (NARROW RAILS OR STILES) SLTRR FRAME HEIGHT. 4.9•OLD HEIGHT SILL /I �= SLTRR FRAME WIDTH-4.9•DLO WIDTH 78 %AO�.TATE SIDELITE/TRANSOM 34 31 SILL WNVIDE FRAME 1 (HEAD SIMILAR) ALYNN MILLER, P.E P.E.p SB705 HARDWARE DETAILS R LOCATIONS PRODUCT RENEWED ply1n9 with tka Fbdda 52, 55 53, 55 Bu11din9 Coda 47-09 82, 83 HOA-No. 18-11 D8.03 97 66 E pintlen Data 01/2]l2t BY 70.72 MIamF-0a •Product Control / T 52, / \ [u�iJ / / l{ OWCf ftEV13FD PIYIaBviW dM Ftorila EGUALLY- SPACED / / Smma Ce4e AC• - No E�iradoa Dd• `j / 4749 / \ NI•mi • / \ R C) NO CHANGES THIS SHEET 1a O 5&54 b • • EGUAII•- • • • • • • • SPACED • • O a JH-O IM7 • • • • • • • • • • • • EWu \ M• MAX \ / 0 N • • • • (7 ev Yl O y O • ka \ ••••• 9. • •••� to• MAX. \ =L Ud� or MAX• I-" W • TYP. 70.72 70.72 o ] J Pi • • • • • �• "X" CONFIGyQgTj(y�. "XX" CONFIGURATION \ 81 z ° z J W 0 • • • • • • SEE DETAIL, • • • • • • • • • • < K ~ N • TABLE 12: TIMILARN ® s O W Y va i PGT Part HINGEDETNL '� O O • • = U N 2 z 70 a W ,rods o LL n 2 q QO 00 w y O In 2 w w o OO l 'a LYNN ''- OG ANY ,.......... Mi �IGENyF'.�� O O * : No.58705 *- I 4• .-� BEYOND i i PANED I I - V. Q IT f STATL-IlE FLusx BOLT DETAIL rr 111.. wo`\ A lYN1 M i i Pv P£ P FJ b7a1 y • • • • Daaal n Mabrlal 47 6fifi032'701 P30003-PT Rh n s t 02 P ug Lack IAr 6'e\ Amn hc. Stainlna Steel 49 71032X1FPFX o Loek S . 10.32 X 1' Phil. FH Stainless Steel 52 20017 Adj a Plate Assemdy, Amnhury Inc. StaWnz Sted 53 20028 Coma Strike Plate Azaemdy, Amnbuy hc. Stemless Steel 54 7S1D1X Stoke Plate Serer, pq: 810X1• PhL FH 410 5.5. 55 76X12PFHIlX S M IAM I -MADE MIAMI-DADE COUNTY :iti8a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NQJ1C9-QXAC, EPTANCE (NOA) www.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of constriction 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 Code. includinu the Hi:rh Velocitv Hurricane Zone. DESCRIPTION: Series "HR-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. AM-HR5510-01 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date bv the Miami -Dade Coun Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, .T .model/serfs! and following statement: "Miami -Dade County Product Control Approved", unless otherwise • • •... n%dd herein. VENEW;A ceethis NOA shall be considered after a renewal application has been filed and there has been •• .' no:hange,ftft1IL-applicable building code negatively affecting the performance of this product. ..... . .. ..... •..:.. ..TXRMIN- 6NN of this NOA will occur after the expiration date or if there has been a revision or change • •. •ii the ma1grWj,*use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement • -of any preilvQ4 for sales, advertising or any other purposes shall automatically terminate this NOA. Failure *Vftmplyv;tb any section of this NOA shall be cause for termination and removal of NOA. • , DVERrIWMENT: The NOA number preceded by the words Miami -Dade County, Florida, and • • • • .. f flowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is • displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page I 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. / TP16PA -ull'7 U4i1.08 Expiration Date: September 24, 2020 4&S I t l 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-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, 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: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 • • • • . • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • •': .. • • • • • along with marked -up drawings and installation diagram of series 5410 and series • • • • • • • • • • 5&10 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, .' ' • 44., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, ..... . .. '..:.. .... .... j ubmittedunderNOANo.15-0903.10) • ...... 3.-...ICst 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) 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 E-1 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-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 09 03. 10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their :"": .. • •. ' • • `?*ntryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on •••••• '• '•: 07d04/18. .' 3.-ietice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA • . . ."At their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated • • • • • • • W/10/17 expiring on 02/28/18. • ...... 4. '.. amice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, • • •0 •. •.Itic. 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. . *Aptice 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. Jorge M. Plasencia, P.E. Prpuct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 611 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 Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. ...... . ...... . .. . . ...... .. . .. .. ..... . .. ...... ..... .... .... . • ...... .... • ...... • .... .. • ...... .... .. E-3 // ll 4 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 21ANCHORS, SEE CLUSTER DETAILS SHEET 5 - B' MAX. --1 I.-.- C. SEE Fr $HEFT,+ 1 SEE SHEETS p 16 11/4X' SEE SHEETS -� D SEE fF18 SHEET 70' MAX .-- --_- I O X Olw2NPRESSURERATNG I IMPACTRATING VARIES PER REINFORCEMENT LARGE&SMALL&6SS&E LEVEL, SEE SHEETS 6-e IMPACT RESISTANT 3TER aw. E 5 r— MAX. .C. _ S SEE O_ _ . r � MEET 3 63' BUCK MAX. HEIGHT 15.6T X Q X MAX. O.G. 4'O.C. BETWEEN _ IB WVEEPHOLES ��III 3-MAX' 140' MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USED: e2017 FLORIDA BUILDNG CODE (FBC , 6TH EDITION •2014 FLORIOA BUILDING CODE (FBC 57H EDfT10N •ASTM E1300-0 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVIM. •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION ,)SHUTTERS N T REQURED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ,THEOVTBOARD IttE (CAP) TEMPERED. UM MUM DESIGN MANUAL. ADM-2015 3) FOR MASONRY APPLICATIONS N MiAM4DADE COUNTY, USE ONLY MIAMLDADE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FORAHCHOR EVALUATIONS WERE SOUTHERN PINE, ASTMC60 •AISI SIM-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE •AISC 350-10 4) ALLWOOD BUCKS LESS THAN 1-IM THICX ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS PRE 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 TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR) S)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 ANDS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1M' MAX SHIMS ARE REQU@T�.� VGH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. RE A NEWT'^`K',C�F,`,�DESIGN LOAPIS ASE ON STRUCTURAL&CYCLE TESTING {RID GLASS PER ASTM E1300. J.;loll RIAOS MEBASE OWABIE STRESb•E31W,A50.•ESIGN LOADS ATER TEST PWSSUREIIHSIIRUCTUR� &CYCLE TESTING AND GLASS PER PSTM E1300. BJTHE ANGMRAGE NETHOO•S•OVIN HIE BEEP DESIG&D TO RX THE WWOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 W%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRI'�UCi. TEE AD W RATION FACTOR WAB USED FOR THE EVALUATION OF ANCHOR3IMO YrD00. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS flylj It THEREQUREA¢NiS T1FJIjE FLORIDA BUI4DNG CODE FfllR COMOSION RE61bTANCE M AL STRATETOMC- MN. GTH AND KNESS REQ ENTS PER CURRENT FLORIOA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. )�FERENCES: TEST REPORTS FTLB072, 8073 & 6074;4LCO•LTRAC•N NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHiER SH ES OF O CAP COATED PVC EIRUSN NOA'S; HATIOIA IN WO EfECIFlCATION FOR WOOD CONSTRUCTION. ANSVAFBPA NOS & ALUMIAOM DESIGN MANUAL AI I•IN I-I••CA�BLE EGRESS REQUIREMENTS TO BE REWIEWEO BY BURRING OFFICW.. ttER S RUCTIONS• • • •• w • • • • '•fjT I THE.MSPECJFIC,VJU♦ .-Ill G5 pEyGL A RE REQUIREMENT USING WINOLOAD STANDARD ASCE 7. �Y' IIY IL1. HN • Revised 2)KN NO OUR FRAME E, WI CONFlOURn ( (. ) X), SIZE, GLAZING OPDON FROM (TABLE I)AND '—RTC JR IR E��(IENTLEVEL.ORMINE YOUR WIDOWS DESIGN PRESSUREREQUIREMENTFOR THE THEWINDOWWINOPENING USING�SHEETS&8)R17L•T•AAL OR EXCEED TH•O fiRESSl1RE REWREA4ENT FOR THE WINDOW OPENING 0NED IN STEP 1.USE•DEX TABLE WN SHEET 6 T•HELP FWD TIW APPROPRIATETABLE.Nd.587053)OETERNOETHE MOST SUVOE"HOR GROUP FRO%Tjpj§V AND 3ON SMEET2 ACCORDNGTO THE INSTALLATION=44)DEETERMIyyEE THEANCHORQUK�•fITTRY FROM TABLES 1ZZ-27(SHEETS&16), VERIFY THE ANCHOR/bUBbTRATEWILLMEET -9 rl ) GEN REQUIREMERTS FORYOUROPt101NG'6CONDITIONFRQASA�LE"3,ANDTHATALLMIN.REQUIREMENiSFROMTHISSHEET 3 3 EiAREMEr. • ��.(W�.. (U�� 1070TECHNOLOGY DRIVE En +{ r- 12-5/4• MAX. O.C. B,SEE --I ASHyEET3 9 76' i MAX. O.C. MAX BUCK HEIGHT Q X S' MAX EEEEPlIDLE�' -. SNFFT3' I BETWEEN -•y jam- -�E. ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION B' MAX 1 E, SEE C S11EEf 3t 72- MAX. EQLMLLY BUCK SPACFD HEIGHT -ML SPERM TtBLE523�2'lI I— T SEE SILL -A�M1BE—� 4'O.C. 3'MAX. WEEPHOLE BETWEEN "US. SHEET4 EPHOLES �- D SM 75- MAX. SUCK WTOTH ELEVATION FOR TYP, FIN OR J-CHANNEL_ FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER GENERAL NOTES......._._............ i ELEVATIONS......._._ ..................... 1 FRAME, OLASS &ANCHOR OPTIONS ........ ........._.......... 2 INSTALLATION, FLANGE& EQUAL LEG90X_........__. 3 INSTALLATION. INTEGRAL FIN & JCHANNEL....._..... .......... 4 GLAZING DETAILS ......_................ 5 DESIGN PRESSURES ................. 64 ANCHOR QUANTITIES..........._.... 9-16 EXTRUSION PROFILES & BOM....17 ASSEMBLY ................... ..........._..1 & 03/27/17 o E D bM RevlyxArvcH NOTES & ELEVATION PRODUCT REVISED plL n'ng ith Na Florida limiaame CPd• NOA-No. 17.0471.08 explr-.e'a�. use 09/24/2020 ey !/ Mlam a Pm uc< ontra I}1FA4VPER SHEET 3 FOR9-^dF410UAL LEG INrgLW*t4P*SHEET 4 FOR INTEGRAL FIW.LCHANNEL INSTALLATION. i s'.,�ORIDP,. XC�� NVENICE FL 31775 IETABLE40N SHEET 2 TO FIND WE APPROPRIATE DETAILS. 'i S G�,` @4,Nfin1600 HORIZONTAL ROLLER - LAP 05/15/15 • • • • •• •• ss �'�r; �'N'11A�tL�11ENbMe/uoar: Scde: sned: o,oMnp Ha. Rer. ATE: DESIGN PRESSURE RATING 6ETERMINATION IS TIE SAMEP��ESS FOR ALL FRAME TYPES (1CHANNEL, FLANGE, A. LYNHMILER, RE CERT. OF AIRH. /2B2p6 HR-5510 NTS 1 OF 18 MD -HR5510-01 B li'TEG$AyFIB OR EQUAL LEGMZ-X) 61U FIGURE B ON $ ET PE p5lRI6 Glass ..� Description (Elated from Exterior to Interior) 'A•=ANNEALED 5 �8' Laminated I.G.: VB" A Exterior Ca 116' Air Space + Si16' Laminated; 2 LBes of 1/8' A Glass With .090' PVB Inte a p+ () �y 'rT = HEAT STRENGTHENED ATSTR T=TEMPERED IB'Lamarte0 LG�7/8' T Extaar Cap +7116'Air Space + SHE' Laminated; (2) Liles of 118' A Glass with.090' PVB I ertayer -PVB-=.O9m TRQ5IFOL®PVB 7 7/8- Laminated I.G.: 3116' A Exteda Cap + 3/8' Air Space + Site' L.a kvst d; (2) Litea of 1/9' A Glass With .090" PVB Bderlryer SY KURARAV AMERICA INC 8 7/W Laminated I.G.: 3/16' T Exteda Cap + 3/8• A r Space + 5/16" laminated; (2) Lees of 1/8- A Glass with .090' PVB Intedayer 'SG' = .090' SENTRYGLASS 10 7/B' Lamnated I.G.: 1/8' T Exteda Cap + 7116" Alr Space + 5/15" Laminated; (2) Ulm of 1/e" H Glass Mth .090' SG mtedayer I�R �1�� y KUIUWAY 11 71W Laminated I.G.: 3116' A Exterior Cap + 3/8• Air Space + S118' Laminated; (2) Utes of 1/8' H Glass with .090" SG Intedayer 12 7/8' Laminated I.G.: 3/16" T Exterior Cap + 318' Air Space + 5/16' Laminated; (2) Laes of 1/8" H Glass with .090" SG Irdedayer 14 MI- Laminated I.G.: 1/8' T Exterior C 5/16' Air Space + 711W Laminated; 2 Lites of 3116" A Glass with .090' SG Mina a Cap () y GLAss TYPES .7. 11 A IS MAY NOTBE USED IN THE 15 7/r Laminated I.G.: 311 V A Exteda Cap + 1/4' Air Space + 7116" Laminated; 12) Lite of all A Glass With .090' SG Intedayer as LM¢ ABOW 37. 18 7tW Laminated I.G.: 3r16' T Exterior Cap+ 1/4' Air Space+ 7/16' Laminated; (2) Utea of3116- A Glass with .09T SG Inladayer SEE 6HF_R fi. TABLES GLAZI N-SIGN PRESSUREJA4CHORAGE JNDDL cup Anchor 010 SMS (steel, 18-8 S.S. A a410S.S.) 3/18'steel Ueracon #12 SMS B (stee4 lea ss. a a10 s.s. _ 1/4'steN Ulbaeon •4 •/4" steal Crele6ex 1 4' steel qgg at r • • 1*l" steel Aggre-eta Mln. Edge Min. - MIN. OF3 Substrate Distance Embedment' THREADS BEYOND THE METAL hern Ina - . ) 116' 3/6" Steel, A360 IV 0.050' SUBSTRATE. 'UNGROUTE 'lud, AS53 Ga. 33' 3R7" 0.0451' (18 Ga.) iinum, 6063-T5' Tit" ODW CMU' m taPule (SG=0.55) 7/Ili 1-No" E USESS MAY BEUSED As (min. 2-65 ksl) 1" 1378' FOR GROUTED CMU APPLICATIONS. I CMU, (ASTM C,90) I 2-1/T 1 1-114' Ma1aMl MirL Fr Mir. F" St" Suety M kal 120 ksl 1B8 Suety 80 k.l 95 kel 410 Sew 90 kin 110ks1 Eko Agg.4 .& 57 kal 96 ksl Else LMTO!• 155ksl 1771a1 410 88 Eloo CmIeFYx® 127.4 kd 189.7 k.i 60SST6Nu to 1ekod 22k l A36 Slad 361MI 58 1.1 Gr. 33 Blasi Stud 331W 45 kel al) 1' 1-3/4- APPROPRIATE ANCRS USTED ON TAB J,11 USE ONLY SUBSTRATE- HOES His THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMRS. NY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, TH IS SHEET. ALL WOOD BUCKS LESS THAN I-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OF TONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BACKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN -0 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER a2ARCHTTECT OF RECORD. O VISIBLE IS ME WIDTH OR FROM BEN (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. -00) 2-11T 1-1/4" si) 2-1/T 1374' 0.55) 1' 1318" si) 2-10 i-314. 41 2-17r 1-1/4" 0.55)4 1' 13/8" 5 • • • Frame Types Isae FIB B) Gla, Opdan. (sae Table 1) Inapllatlon Cpndl6ons Suh9Mf, Opfl-Detall Sheer Thmugh the -InIc 2X Wood FmWBls..help -abwt 4, opU 5 ....Wls Metal-ahw 4, opmn8 awl (101) 1 4 integral en...... R.ugh iha hme ....Inb12X Wood Frame/Buckslrip -.last 4, option B ....Into MI -heat 4, opd.7 ofthe wlydovl. _._ ..No 2X Woad FrarwBlLstdp -'heal 3, optlsn 1 Flerpe (R2) 1 4 Through Ina terse of the wkdw...... ...Into Carcrete/CMU-.ha.t 3, 2 ....lhmu9h 1XSuckAdp IMo Caelae/CMU-,heat 3, opbon 3 ....Inb MeW -.het 3, optlon A lhgh in. .kA 2XWood Fra NOwk,tdp-sheet4.optcn6 k4egral Fin (�) 1 4 imeglel An...... .h. Metal - ~ 4, oju. 6 Tlrou9h 6u Yams ....kilo 2X Wood Fran M ck.hlp - Mwt 4, option 6 .-Int. Metal -ahM 4, tin 7 Mlh wiMw.-._. ....info 2X Wood Frama'Bwksbip -.last 3. oplion 1 Bex/ EgroLlsp 1�) 1-4 Ticuab de bar. of rdw.......... .._Fb Cencat.ICMU-.host 3. opdon2 7XBwk.VUmHa Coronle/CMU-ahe13, an3 ...kto Metal -.het 3, option 4 w1wrl a� r� URNS �a �! PRODUCT REVISED ABLE 3: � ALLOWABLE ANCHQRS THSOUGH THE INTEGRAL FIN • • subs&# • • Min. Ed 9e Min. 4SEE SHEET IB FOR ) OPTIONAL EGRESS LOCK DETAILS. as amplyin wMh the Florida Building Coda Noa--Na. 7• Gr up An I• • • • • Distance EmbedmanC Rewxd BK 11.Fe: RMebe JR 03/27/17 oaWltces TRls slasT. expiraOon Data 09/24l2020 By -1/2'z.131' P.T. SOMhe .5►t 3/8' 2-7/16' xx11t Irrl aNYLYNry '1Jj �'' UCENgF-•, (� '� • • 17 Porq-eheNc N II P.T. Southern Pica SG=0.55) a n 318' 2-7/18'".rtX Reu.,y �. p,� e1O11_ Miam-o ,pro uet Co-, P.T. SoWhe S .5 12" 13/e' �?` F 3/8' 0.060' • 41I eQ • • Allrwam, �.: No. 58705 318" 0.0451-(is Ga.) 0e+r+bewrc GLASS/ANCHORS/FRAME OPTIONS darn BK J ROSOWSKI •• F I, Tits S.� • as 410 S.S.) Steel Stud, Gr. 33" • • Ste•,•:1• • 1116 MIN. OF *- _• = p0 3 31 ® 318" o.o5o' P.T. SOMtam Pi G=0.55) wIr i-3/8' 10]O TECHNOLOGY DRIVE THREADS '•. ST ED ��,: zI • • • #12 SMS • • • AI BEYOND THE .' 4f/` F ''•:�ORtON..' ��,� �'i�SS.y NVENK:E, FL 342]5 (B41}4861800 HORIZONTAL ROLLER - Lin 05/15/75 318• 0.063' • (sled, 16d 6.S.• Sted Stud, Gr. 33' u410•. �)• • 316' 0.050'. METAL SUBSTRATE. �A/Al F' srH /M.d�: Scdc SfiFC pne91p Ab. Rea. &B' 0.050' Sc A ] kgryNyt3!`d,PF. .E.a Se]oa CERT. OF AUTH. 629298 HR-5510 NTS 2 OF 18 MD-HR5510-01 B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME AND 1X TYP.ANCHORTYFE, 21 ROOR 23 SUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT AND EDGE OPTION SEE INSTALLATION NOTES SHEET (EE SHEET56-8) SEE NOTE 2, SHEET 2. DISTANCE PER SUBSTRATE, TYPICAL FOR ALL OPTION 1 ANCHORED THROUGH ANCHOREDTHROUGH EDGE DISTANCE SEE TABLE2,SHEET2. FRAME INTO METAL 'XO'OR'OX'SASH 1/4'MAXSHIM FIIAMEINTO2%WOOD _ 18 28 FRAME OR m1CNSRUP. --.-I V4" MAX. SHIM 19 16 28 SEEN 2. SHEET 2. r 13 OPERABLE EDGE FLANGE C7 (EMBEDMENT i100R#12STEEL 26 40 SASH DISTANCE FRAME 1 1 SMS(G5), SEE 37-39 SHOWN II TABLE 2, SHEET 2. 2 28 41 I D TYPE EMBED, 2 �1/4"MAX SHIM FI%ED EMBEDMENT ENTAND iS CITE _ Wyk EDGE DISTANCE PER -il LIGHT WIDTH SUBSTRATE, SEE TABLE 2, SHE ET 2. 7 • J I� 85 07 :. • • • • DADE APPROVED MULLION. - • • • • 0.0 29 'BC COMPLIANT �D VISIBLE 42 EXTERIOR ' • ALUMINILM/STE0.FRAMING FLANGE ��'--III LIGHT WIDTH fff� EOU� • • • •OR STEEL STUD. MAYBE FRAME 72 14 ��I> q V141�E • FUCED VERTICAL OR HORIIONTAL SHOWN 24 0R 25 26 FRAME LEG(1)112'ROM EACH7:A:S• LIGHT• • LRE NT SEESUBSTRATEPROPERTIES, (SEE SHEETS BS) TYPICAL FOR ALL FRAMESHOWN S(CORNER AND(1)AT HEIGHT • • • TABLE 2, SHEET( 'XO"OR'O%'FCLED MEETING PAIL BOOK WIDTH SASH STHLES/RALS • ! • • • • • 29 HORIZONTAL SECTION A -A (OX) 2z O z3 1 • • • •BU« �•—•-•—• • • 26 30 18 19 16 (SEE SHEETS 7-8)TYPICAL EIGHT RIOR • • • 4 FOR ALL'XOX' SASH • • • • T OPERABLE OPERABLE 20 OPERABLE 43 1 • • • 1 • a • •" �I SASH SASH • • 37-39 VISIBLE HEIGHT 28 L 0 1 / • • • • TYPICAL FOR 1 '-- in 41 / • pl1/SASH .J_ • • 6 I FI%ED VISIBLE o MTE o - VISIBLE _ / • • • • 86 • 65 47 —~ LIGHT WIDTH f-^ »ll LIOH7 WIDTH III�� FLANGE FRAM • WEEP ��•(p^•p1 SHOWN E 67 65 �J 29 •5 _ __ 11 �I a/1• — & VISIBLE _72 42 EXTERIOR 11l4'%tk' • 34 25 R 2fi �- LIGHT WIDTH III--- 7Z n 2 (SEE SHEETS 6-8)TYPICAL FOR 14 �J 4 /// 3 4 ALL "XOX' FIXED MEETING RAIL 1/4 BUCK WIDTH - "MA% I^ PRODUCT REVISED �sHIM HORIZONTAL SECTION E-E (XOX) E FRAMED Bmlmn9 coy. DN Na Flodaa I�}CATION AS PER SEC. AN AA ABOVE SHOWN NGA-No. 17-0411.08 EQUALLEG\11 I WM �µ c FRAME SHOWN `` QN Nly OCHSNGESTHISS1EEf. EnPlntlonD 0 4/2020 INSTALLATION EIMBEDNENr �'��'-�1cENsp �C, /; JR 03Y27/17 By OPTION - ..p L aaa..a By. ae.: R.Isioe: mHam vroaMo<com ANCHOREDTHROUGH *, No. 58705 FRAME DIRECTLY INTO - - * Dnvn 0r concRCTEICMu. EDGECE VISIBLEUGHTFORMULAs '�'•. 31(�- •�_ FLANGE &EQUAL-LEG/BOX FRAMES JROSOWSKI TYP. ANCHOR TYP % O 1(/ EMBEDMENT AND EDG VERTICAL (EQUAL�ITE XO B. OX) "lY TATE F ;'(V� 1070 TECHNOLOGY ORNE DISTANCE PER SUBS71A /ORlOI`.. [� N VENK R34275 ' OVN. WIOTM: BUCK WIOTH/2-0.1/4' lS -. ` SEE TABLE 2, SHEET SECTION B-B HEIGHT BUCK HEIGH'��5/p�yq�ENG.`��` re41)4°�1°°° HORIZONTAL ROLLER-LM 05/15/15 'llllll111111\ � •w �F. BcoM: SM1�eL OntvkN No. Rvr. A LYNN MILLER. P.E. CERT. OF AUTH.#f9298 HR-551U Nib 3OF18 MD-HR5510-01 B P.E.k 55T05 INSTALLATION DETAILS FOR FIN AND J-CHANNFL FRAMES ASH INSTALLATION OPTION 6 - — INSTALLATION OPTION 21OROOR 23 ANCHOR-0 THROUGH FRAME INTO 2X MOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME (SEE SHEETS ") SEE INSTALUTION NOTES SHEE72 NOTE 2, SHEET 3. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT f INTEGRAL FIN INTO 2X F— EMBEDMENT ` WOW FRAME OR SUCK. FINIFLANGE REMOVED) OR OX,SASH 0 .1 STRIP.SEENCTE2, EE +N'MAX. BHIM 19 16 30 76 28 SHEET 2. DIDGSTANCE �- 13 20 OPERABLE 43 29 FUSE DISTANCE 3-CHANNEL e10 OR e12 STEEL - - IS3M5 (05), SEE 37-39 - - FRPME3/TOWN O 1i TASLE2, SHEET2. r 28 1. ANCHORTYPE, 1 I EMBEDMENT AND 1/4'MAXSHB4 F.E. 41 EDGE DISTANCE PER 1 FM AND/OR LRE r n SUBSTRATE, BEE TYP.ANCHOR TYPE. �1 VISIBLE I'F I l EMBEDMEM AND EDGE FLANGE MAY BE ^T LIGHT WIDTH TABLE 2, SHEET 2. DISTANCE PER SUBSTRATE, PEMOVED INf D (SCREW 9HOWN) 72 SEE TABLE 3, SHEET 2 Fcf-- I 85 87 FIN _ JL� FRAME 1 ItDADE APPROVED MULLION, 0 VISIBLE - 42 EXTERIOR 0 SHOWN I • • • • 28 • FBCCOMPLVNT LIGHT WIDTH n I • • • • • ALUMINUINSTEELFRNANG 72 24 OR 25 O 28 74 V 3 • • ORSTEEL BTUD.MAYBE SEE SHEETS")TYPICAL FOR ALL VISIBLE I • • • LIGITT LIM • • VERTICAL TE HORIZONTAL. 'XO' OR "OX" FIXED MEETING RAIL OTE • • • SEE SUBSTRATE PROPERTIES, INSTALLATION TABLES 2 b 3, SHEET 2 BUCK WIDTH • • • • • • • • HORIZONTAL SECTION C-C (OX) 22 R 23 ANCHORED OPTION ems* 1 • • • �. (SEE SHEETS 7-8) • • • • • i8 16 TYPICAL FOR FW BRO METAL • • 28 30 16 19 ALL'XOX' (FIANCE MAV BE REMOVED)40 • EXTERIOR •r•--- • • • • _ OPERABLE 40 20 OPERABLE 43 SASH HEAT } SASH SASN ® _ _ •1D OR Y12 STEEL • • • • BLE • • • • i`J 3)J9 O SMg (GSM SEE 21 R23 IIGNi •OPERABLE • i 1i Q TABlE 2.3HEET 2. •(SEE SHEETS 1•'. 1 �B�N • a J • • • • TYPICAL FOR L 41 ALESA119- ,— - • • � • I '-- FWDOPT— • _ VISIBLE - L� VISIBLE - • • • • -�i LIGHT WIDTH TT�� ' �'�- -�j LIGHT WIDTH • B0 •�FIN� 87 85 WEEP 29 • g1��AAWEry • )_%TRH=3 — 29 • GHT 0 I VISIBLE 42 EXTERD 3N'X 1/1' �^I WIDTH # 14 OR 26 LI72 1 I kHANNEL 1-1H•X 1/I' • 3 (SEE SHEETS 6-8)TYPICAL FOR ---_{I FRAME 15 ALL'XOX' FIXED MEETING RAIL SHOWN 33 f" BUCK WIDTH P!T3 4•MAz HORIZONTAL SECTION C-C (XX� . plyl. REVISED p SHIM (i)ATMIDSPANOFINTFRLOCK INSTALLATION AS PER SECTION D-D ABOVE BY11e1np lYCo Y+IIh Me Florida FIN FRAEME O (1) "IN' FROM EACH SASH 1111 1111! NOA-Ne. 17.0411.08 Fr T CORNERAND(1)ATCENTEROF �5 YLYN '� p,�•,�•. B'y: R xa,: E.PI:l* O�te 9/2412020 T S,\W 3TILE3R;AltS xo c�MwFs rH�s sHeer. TYP. ANCHOR TYPE. O •t�.•'`\pEN6F../(�� JR 03/27/17 BY EMSEDMENTAND EDGE DISTANCE Q•-• Re ved B. Wfe Rrvvion: MIamLDa IConlrol EDGE DISTANCE PER - '•7' SUBSTRATE, SEE SEE * ; N.. 68705 TABLE 3,SHEET2. v1 EMBEDMENT (Ho.n By I ® OsroMMlm: VISIBLE LIGHT FORMULAS A 1(�-;:J-CHANNEL & INTEGRAL FIN FRAMES J RDSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE, XO & OX) %0.c••',A OF �O ` 1O70 TECHNOLOGY DRNE ANCHORED TH ROUGH INTEGRAL FIN SECTION D-D WDTH_ lC :/.ORIOP.•'' N N.VENICE, FL 31Ti5 INTOI WOODFRAMEOftBUCK- EIOHTB KHEIGHT BUCK WIDTH 12 -79 '�'s`sYONAIENC`�(911}48b1800 A�.,NQHe HORIZONTALROLLER -LM 05/15/15 STRIP. SEE NOTE 2, SHEET 2. !!/ II II III\� mPvwanie>arwr Sxi vu— k SM1rE OrvMnP W. Rar. l ALYNNMILLER, P.E. CERT OFAUTH. MM HR-5510 NTS 4OF 18 MD-HR5510-01 B P.ER5BT05 CONE STRUC1/4'NOM. POLYI50BUTY WITH DESIC EXT. GLASKODISPACE 0-',,IT.GLASS e 4SG TPS —1 TR.NOM. r— 5116" A/A PVB — 7/16" AIR SPACE- 1/8" A GLASS- 0 HOT -MELT BUM STRUCTURAL SILICONE FOAM 3116'NOM WITH BE IC • SUPER EXT. S,LASS SPACrsR®NXT." •••• • • • • • • • • • GLASS. • • • 7/B' NOM. 5/16" HIM SG 7/16' AIR SPACE 1/8" T_ GLASS • IIUMINUM • • • EXTERIOR REINFOFWEMENT • • • • 78-t9 • E �� NT • • • • GLASS TYPE 10 IXT.G S 900• • SPACER • • • • •••••• • 9090 ■ -T•OMSS • • • • • • • EXTERIOR POLYISO- DESICCANT FILL AREA • • •a 1 I • wE • 5/16'NOM, • • •�&NE SEAL Lj ROLL -FORMED ITAINLE55 STE" XL EDGE N 33 EXr.clsss SPACER -+{ Tl8 NOM 5/18"A/APVB 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR 1a]9 C.I ASS TYPF R -+{ 7/1' NOM 5/16 HM SG 3./8" AIR SPACE 3/16" A_ GLASS aE RIOR iaM — GLASS TYPE 11 12' NOM.GLASS �i ?,T NOM. r BITE TYP. L 74 7/16' A/A SG r 1/4" AIR SPACE 3/l6' A GLASS 75 /I-i EXTERIOR 1. 29 Y GLASS TYPE 15 INT. GLASS TYP. GLAZING DETAIL Perlt DeaMptlon Nebaal TB !!on meld 4SG TPS Bpecer System P Ouenex Supor Spacer nxrwlLn Hol Nett Bu1N Sae this, Sneel 75 Ouneeei.11, r MoleAeh,ls 70 D" aNm114 Eape pcer rEST REPORTS: FTL-8717, 8966 S 5970 * : No.56705 'A'=ANNEALED = /qA 'H' = HEAT STRENGTHENED - V ••/�l �7 T=TEMPERED �A : J 31 IT;' 'PVB'=.15PTROSIFOL•PVB BY NURAMVAMERICq INC. %�.(. STA O ([/�� 'SG'=oWSENTRYOLAS• INTERLAYER BY KURARAY �i �S1 '•:uNORIDP.. •'G\�� AMERICA. INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET2. 718"NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" A GLASS a EX ER ]a>9 GLASS TYPE 7 —�{ 7/8' NON. 5/16" H/H SG 3/8" AIR SPACE 3116" T GLASS aEXTERIOR GLASS TYPE 12 —�-{ 7/e' NOM. 5/16" A/A PVB 3/8" AIR SPACE 3116" T GLASS aEXTERIOR GLASS TYPE 8 TB' NOM. 7/18' A/A SG 5/16' AIR SPACE 1/8' T GLASS aEXTERIOR GLASS TYPE 14 I 7/16" A/A SG GLASS TYPES 5, ], 11 5 15 1/4" AIR SPAGE MAY HOT BE USED N THE 3l18" T GLASS • MVMZ A30�E 3D. aEXTERIOR (LASS TYPES 10-1261416 MAY NOT BE USEo wrrH 11CHANNEL OR INTEG RAL • FIN FRAMES GLASS TYPE 16 Bot.: Rwwbn: 03/27/17 tnia: p..yryl; PRODUpyCTnyREVISED with ae Fmna. 6ulialne todr NDA-Nn 17-0411.08 Expinnon MN 09/2412020 Mlun -0� ro ucl on4o ® Rmieed Br JR Rar6M By: GLAZING DETAILS J ROSOWSKI °FLD A H� I HORIZONTAL ROLLER WINDOW - LM 105115/15 PI CERT.OFAU N.fE2Btl I HR-5510 I NTS 1 5 OF 18 1 MD-HR5510-01 o ©oomm ©000® �o0aoo ••• • • • •••• �// •7/// 5-ANEHOR • CLUSTZRtL�Ytl► •••• • • •• •• • • • • • • •/// 4-ANCHOR • • • CLUsRa U.4 AIP _—•—._ •••• ••• •••••• • • /-MAX O.C. —�-� Or"• • • 1 ��3NCHOR CLUSTER DETAIL W MAX. O.C. 4• MIN. O.C. qr///%-.A,NCHOR CSTER DETAIL cla:s types Deslgn Preseum(IbeIN') 5-e for XO or OX Window, Rwa Len:l Rt All Buck 41ghbupm 54' All Buck WIENe +50 /-50 up to f5' SEE TABLE 17 FOR HEADER u SECTION DETAIL FOR WINDOWS WITH I 21 LEVEL R1 REINFORCEMENT (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO Ali HEIGHT FRAME TYPES A CONFIGURATIONS) 21 SILL SASH k DT, MEETING RAIL 24 21 21 JAMB [ noR GI..types Deslgn Prescure (6SRt1) s-e (orXOorOXWind— ReIM leW Ar Buck w m Ts• HEADER SECTION DETAIL w FOR WINDOWS WITH 21 LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH IN F GURES APPLYTO ALL HEIGHT FRAME TYPES B I CONFIGURATIONS) 21 rSILL (SASH I W1GTH MEETING RAIL 25 21 21 JAMB EXIFAsw V NOTES: 1) USE THESETABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR I1111111/� INTEGRALFIN r 2) FRAME DIMENSIONS ARE BUCK WIDTHANO;' BUCK HEIOHT (SHEET534). BASH SIZE IS AS LICENSF'.•�(�% C';' •,P PER THE FlGURE. _ .k : No. 58705 = 3)FOR SUMS NOT SHOWN,RWND UP TO THE NEXTAVAILARLEWIOTM OR HEIGHT DIMENSION SHOWN ON THE TABLE. - 1F- �A •'• "u ? ';�' '�` �:J 4)-1/4-12-1)4• AND-1r31mi1 WDICATE THAT ��•JA O ; (V` 1171 TECHNOLOGYOrrNE N. VENICE, FL 34Z15 THOSE STANDARD SASH CG""OURATIONS INWI FALLWITHTHESASH DIHTH RANGEINE,;I�RIDP,.' /i \�� ADJACENT COLUMN.'CUSTOM' INDICATES iss/ NG\\� 1741}180-70W THAT NO STANDARD SASH CONFIGURATIONS 'iT �NAL1E 11�` mwwaMe]a1>roipODSIBEe. YL FALLV-HINTHERANGE. A L oc ftL.L! R, RE, CERT.OF AIfRL /19298 JR'1 73/27/17 I onRECT'pTA.— PRODUCT REVISED p Ina wl(h tM FIorIBa Boiling da NOA-Np. 77-0471.08 Bxpintlon Dete 091242020 fry MIcMFO.kIProEuct C— I DESIGN PRESSURE TABLES I J ROSOWSKI I HORIZONTAL ROLLER - LM 05/15/15 Seise/Yodel Scvlc Slnat dsAg Nn. Rer. HR-5510 NTS 6 OF 18 MD-HR5510-01 B HEADER 22 If SASH • • • • HEIGHT • • •••• • •• • �iO• SILL • • • • • • • • • • • • • MEETING.. • • 25 ••••• • • JAMB • • • - 00 ••••• •••• SEC14 DETAIL • • FOR WINDOWS WITH • • • • LEVEL R3 REINFORCEMENT (RE W FORCEMENTS SHOWN W FIGURES APTLYTOALL FRAME TYPES 8 CONFO IIRATIONS) TABLE 8: Gd TTPea Design Pressure (mafiel 5-e forXOor OXWV doves Rel1( Level R3 Ad Buck I*Wb W Io BT AN Buck W4dl0a .50 /-50 pb]S SEE TABLE 19 FOR ANCHORAGE Glas Bpes RdA usel R3 5aA CwFquelipn San W1an Range On) Design Pressure(PoBIITI) for XOX Windows WYbwv Buck Hdght ®. 541 53- 38V4' %-%-% 11.391-11.3M .500 13Q0 •50A Me +50A 500 W X-X-X 12300-12305 +500 Sao +S0.0 50.0 .50.0 SD.O X-YS-Y. II'M-1a397 -%0 -Sao +50.0 .500 +50.0 500 45-VB' 13.3% 14.SO +500 -500 .50A -SD.D +510 50.0 X34-X 11.391 . 12292 .50.0 %0 +500 .50.0 +50.0 50.D 475l4' 34•Y1-� 12.298.15555 .500 -Sa0 .50.0 -50.0 .50.D 50.D Cumom 11.�1-12018 +50.0 500 We 50.1 *We M0 52-1/8' X-34-X 12017.13.397 +530 500 .500 500 +We 50.0 -TA 10 39e - 17.010 +500 50.0 450.0 50 0 +50+0 500 OBI9m 11.391.1&39/ .50.0 -5a0 +50.0 50.0 +50+0 50.0 80- X-X-X 13. 398-15,300 -MO -50.0 +500 500 +We 50.0 X-X-X law -19dd1 +93.0 Sao +50.0 50.0 ...e 50.0 Cuttwn 11.391 - 13.397 .50.0 500 +50,0 50.0 .50.0 50.0 13398-19.110 +M,D 500 +50.0 -50.0 +500 50.0 19.111 - 24 811 +31.0 500 +50.0 -60.0 +50.0 50.0 OrstOm 183W-19.3W 79.3%-24300 +WA .500 +50.0 .500awe 50.0 I,- 24.301-X300 +5U.0 50,0 +50,0 .AA I +50.0 1 50.0 +50.0 500 •50.0 50.0 +49.1' -491' nit "N,N SASH SIZE- WINMW WIDTH 59.2B VJID H 59.3B lAnLt ��rvrcww.nvnn�e Z PRODUCT REVISED BuildingW J with the Fl.dda 11111I I I I I / NOa-ado. 17-0411.08 Re+iaM Br oma: Re nWc Eaplr " Dste09/2412D20 sV y�l % JR 03/27/17 Hoo 4HOEs HlssnEE. _ P: :�P Rwisad by: ✓bfe: Radon: Miami-0 mduc viral * No. 58705 NOTES: �O,p ... 5 O DESIGN PRESSURE TABLES J ROSOWSKI ALL WINDOWS OR USETHESETASIONS [(/�� %<<+,f(pRIDP-•''�� SSY"- 1070TECHNOLOGYDFBE MVFMCn F734275 Nw. Oota 2f M AND BUCKDTHROUGH HT(SEE SHEETS SASH Z)FRAME DIMENSIONS MEBUCa(NIDTH MID BUCKHEOdHi(SEE 9HEET534). SI SN SIZE IS AS PE0.TMEFgURE. SHOWN, ROUND UP TO THE NEXT AVMIABLE WIOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NG (w13.4so-15ao HORIZONTAL ROLLER-LM 05/15/15 3; FOR SIZES NOT MCATE THAT THOSE STANDARD SASH CONFIGURATIONS FMLWITHIN THE SASH WIDTH //ONALE 1 /1111111\\11 \\ C1]PYMfMo>41rParIOUrIPEe, luc 4)'1/4-iR-114'AND'1111MIM' RANGE IN THE ADJACENT COLUMN NXISTDM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNNMILLERF.E Swkq/Ibdd: HR-5510 Scaler NTS SMeF. 7OF 18 ".7 Nw MD-HR5510-01 Rw- B THE RANGE. PEMSeiaS CERT OFAUTH Y29M •• • •1 •1 •6 TABLE 10. Om,Typea Design P-iiiii(lbahl?) 6-5 for XOor OXWmdAWs RNrt Larl R4 A5 Beak H I81N W W 72 Al S.k W4d- +501-50 pb 7T SEE TABLE 20 FOR ANCHORAGE G1a Types 5-e - Design Pressure (IbsRt�)for XO or OX Windows Rend. lAttl R4 Wm"B.&H 1 W S4' 63' 2Si12' .650 .700 .65. .7aD •650 70.0 3 28' +650 -70, •65.0 In.0 +65.0 .700 36' •650 -m.O .65.1) .70A +65.0 -7a0 41 •ao 770.0 +65.0 .70.0 +65a -70.0 S 46' .650 -70.0 •65.0 -m.0 .650 .70.0 60' +BiO -70.0 .Bs.O -m.0 +fi5.0 -700 74 .810 -70.0 +850 -m,0 .84.3' L41 SEETABLE2l FORANCHORAGE G1 a Type, 10-12 ReOd seen CON6A•IA saN Widh • Aavm, Design Pressure (Ibslft') for XOX Windows VAr159w Buds W 1 45 64' 1. K-K- 1-13.397 +65. -1 0 + -Ilan -m.o -110.0 13. 15.380 +080 l..o ,0 •Imo +SSo -Ilan K -/ .3e 19.6/1 .66.0 Alan +6So Also +B6o -Ilo.o polo• limVi11113630 +6S• -110.0 .558 •110.0 +6So -Iloo %_"aaX-X 16.111-x4.6u *es. 1. (147 +650- 1 0 + %- - .W 24.360 +65. -lla0 +s5.01100+832. 7 1.6/1 +Si 1 -110,0+8i0N641-32515 -MO .sSO -110.0 •14(b +es.0 0 -110.038MI Alao c,*, •' 16s841 +m vixo 65 1100 •fi5M 1046' GI.. Trpt9 10-12L MIS Design Pressure QbsR1') for XO or OX Windows RNrt LeM R4 wni O BO How 54" or 76' 2SU 065.0 .110.0 •65.0 -11a0 28'065.D -110.0 +850.110D 96' 0in'0 je� +6504800 .650 60"0IWO75• 0 +55.0 -103.5 .850 41110 a 6 t ewe Pert le i R4 sun codi-Ncn suh Wsmh �e On) Design Pressure (lbsRtl) forXOX Wlndows WlnI-Buck HVft S b' Be m' pabn ll.381-13.W -.0 -rao +flI,O -10.0 -.a -m.0 +%0 J9] BY X-X-K 13.0W-I5.- 0alawl-18.661 0-a -70A +65.0 -70.0 •SS0 -la- Cutrn 11.391-13.397 . + X �.e - -3 *11 -2 tiles-191f0 a J..7 +810 -m.0 +e3.0 Les +38219.111 -24641 0+a11 •ro.o -1 -00.0 +811 46A o N9B.B + A 48.8 42.1 +565 +Ss.o L5.3 49.0 M9.1 +50.3 49.10 Lai Cuba N.901 ->D l80 +55,0 -m.0 N80 -m.0 +BSO L1.9 +51.0 -57.0 12P %_1h_% -90.380 +55.0 •m0 N%.9 LB.B *M.5 43.3 *48.1 J9.1 ■1 rl�HEADER TABLE 14 MIN- SASH SIM - WINDOW L21WH - 5918 SEE TABLE 24 FOR ANCHORAflf � r9 9,,' et, vebn bR_0") sash Design Prim-n.(Ib.R1) forXOX Windowsm WlydOw BocF HWit N or CWInm ll.381.11397 +65.0 .70.0 +e5.0 -70.0 +65.0 -m.0 +610 -7aO W ia3•-16eeI +85.0 -m.D *11 -m.0 +65.0 -70.0 •85.0 -m.0 X-K-K 11Y1.1B.541 +05.0 -ro.0 11.1 -m.D - -11.1 +85.0 -70.0 O.elan 11.3M-1a397 +65U -70. +65.0 -MO +850 4a0 +55.0 -XO 13.380-19A10 +65.0 -m.0 +65.0 -ro.0 +65X -70.0 +00 -MO K-K-K 18,111-24641 .s5.0 -m.0 .05.0 -ma .05.0 -roA +m.0 -710 Galan 18360-19.387 +85.0 -ro.0 ...a -mA +.s. •70.0 +BSO• d7S 19.385-24,300 ,0.0 -ro.D +e6A -no +55.0 'ao •080' 49.0• Gatom 24.961 -50.300 +65.o -m.0 +N o -ro.0 +s5.0 40A +65.0 J D +65.0 .70.0 +65.0 40.0 am.0 40.0 .55.0' L7.2• + ABLE 26 FOR ANCHORAGE < +6W-70 FOR GLASS TYPE •• MIN. SASH SIZE a WINDOW M•10TH-58 28 •••••• ^MIN.SASHSIZEe WINDOW WIDTH -6072 2 2 td_ 15 RW. LaW M Onh ""ev* •*bft, • Wx kh O.M. M) DR1lr**dtu%(IbeRt) for XOX Windows Buck HNON 4' IT • Cub• 1•]•-13.39] +BS.D 0.0 +8S -if0.0 +s5.0 -11D.0 W %_*% 13.3N Mt6.W .65.0 -110.0 +85.0 •11D0 .850 .110.0 K-%- 1 . -ismi *W.0 •110.0 .".a .'WA .580 .11.0 :rlat_ 11.391-Isse, _0-110.0 -.0 AIa. . X A-3 75• %_K_% I-M-19.110 0 -110.0 +630 Ala0 '65.0 -1020 y K-K-K DIA11-24.891 -mo -110.0 +E5o Alan 0 -ID29 A Cu,tan 17.641-19.397 +65.0 410.0 +65.0 -11 .0 +".a 47.4 MIN-24.380 +65.0 -110.0 +BSo -110.0 •65.0 -no pgbn 246381-31A41- +810 4VA .85,0 -110.0 +65.0 L8.4 19.641-32.515 +65,0 Aloa +s5.0 -109.8 +SSO L4.3 32518-18.641 +..a I= +85.0 -l.s. +.,.a LD.B 1{0' Culwn -38.641 +65.o 110.0 :SEE +ISO TABLE -105.0 27 FOR •s5.0 ANCHO% 4q.D AGE SASH WIDTH SECTION DETAIL MEETINGRAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL 23 23 FRAME TYPES 5 JAMB oorR CONFIGURATIONS) V NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BJCX VADTH AND BUCK HEIGHT (SEE SHEETS 3,1). BASH SIZE IS AS PER THE FIGURE, 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVARABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. {)'1N-iR-1N•ANO'tl}1/31rX INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH MOTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM• INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, LYNNI " "°"'°" cE.... tii� ' JR �cENSF'�.!!�' No. 58705 HUTDas rtP GLIS6TYPES 10.12114-11 MAY NOT BE USED WITH 1 J-CHAN'NEL OR INTEGRAL FIN FRAMES PRODUCT REVISED ,Iy ith 0. Florida Building COCe NOAN.. 17-0411.08 bl.: R.uNna Explratlon Dat 09/24U020 03/27/17 NocxAHDEs HssHEE. By k4e; RaNYar: MIamFO • Pmdact Cont Op'..G 31jj_-,a DESIGN PRESSURE TABLES STA :'(V� 107UTECHNOLOGYDRNE (C '•.;�ORIOP,. �� N. VENICE, FL 34Z150' s G c941>4ao•15oo HORIZONTAL ROLLER - LM ' 1, /ONAI EN No. s.da/M.t t sir.: sh.m AL "!�"dlkxP'E CER,OFAU L 2R2g8 HR-5510 NTS S OF 18 P.Ea3e a5 J ROSOWSKI Ovb 05/15/15 R5510-01 B TABLE 17: Glass Types Anchor Quantities forXO orOX Windows 6-8 Sash 30" Height 38' Hdght 48' Heighl 64" Height 30' Height 36" Height 48' Heght 54' Height ReInE Level Width (in) Head a 511 E Head 6 S11 E Head a Sit E Head a Slg E Head 8 Sill E Head 8 Si18 Head --Sill a Head a S11 RI Anchor Group A Anchor Group C 251tr 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 16 28• 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+CZ+1 3 1+C2+1 2 NC2+1 3 1+C2+1 3 1+C2+1. 3 9 42" m 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 3 411" 23.397 1+C2+1 2 1+C2+1 3 1+CT+1 3 NC2ri 3kl+C22 1+C2+1 3 1+C2N 3 1+C2+1 3 60' 29.387 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 754 38.897 +C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 • • Anchor Group Anchor Group �-12•' 12.1411 �ft+1 2 1+C 1 3 C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 8• 13.39 1+C2 2 1+C + 3 1+ +1 3 1+C2+1 3 1+C2+1 3 1+C2+1 38" 17.�7 SC24 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 W33 m 2" 20.39 1+ 2 1+C 1 1+ +1 3 1+C2+1 3 1+C2+1 3 1+C2+1 23 3397 1+C2+1 2 1+Cy1e 40 bW+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 HC2+1 80"29.397 5" 36. 2+C2+2 C2 2 2+C2+2 2 2+C2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 3 2+C2+2 3 2+C2+2 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 r • • • • • • • • • • • • SEE TABLE 6 FOR DESIGN PRESSURE TAa1 F 1A (�attltypes • • • • • • %chor Quantities for XO or OX Windows 5 •e Sash • elghl 36" Hei Height 54" Height 30" Height 36" Hdght 48" Height 54" Helght Rein 'el Width (n) • Head a SIR He E •• 6 $1I �� d a 6 511 E Head d Sin E Head a Sol 3 SIII E71 Head 6 Sill E E 8 soh • OR • • • • ^AIA "IVA Anchor Group C 25-12• a 28" 12.1 7•• • •• • • • • • • • • • • • Not AIIOVaed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m• 1+C2+1 1+C2+1 3 +C2+1 3 1+C2+1 3 1+G2+1 2 1+C + 3 1+ 3 1+ W75"X.1 1+C2+1 2 T+C2+1 3 + 2+1 1+ 3+ 2+C2+2 2 2+C2+2 3 2+C2+2 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+ Anchor Group B Anchor Group D 25.1rZ 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+ 49 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+36.17.397 1+C2+1 21+C2+1 3 1+C2+1 3 1tC2+1 2 1+C2+1 3 1+42" 20.397 1+C2+1 2 1+C2+1 3 1+C2*1 3 1+C2+12 1+C2+1 3 1+C2+1348" 23.397 1+C2+1 2 1+C2r1 3 1+C2+1 3 1+C2+1 r1+C22+1 2 1+C2+1 E2+C2+ 3 1+C60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2r2 2 2rC2+2 3 2+C75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C MINIMUM ANCHOR QUANTITIES SHOWN -ALL ANCHORAGE MUSI ALSO COMPLY WITH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS. SEE TABLE Max. Anchor O.C. SpBCIng, hrit.grat-.,E Fin" Installation Anchor Anchor GroIIpF 3.8" 4' GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEAD ANDSILLANCHORC)U�R?Y: (]) ANCIgR9 AT THE FIXED SECt'ION +ACLUSTER DFT ANCHORS CENTERED AT THE MEETING RAIL TOTAL F7 ANCTTHE SASH TOTAL OF ]ANCHORS AT THE HEAD AND ]ANCHORS AT THE SILL. FjE1 ELEVATION,SHEET1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAI-S, SHEEP e SEE ELEVATON, / O X / SHEET 1 SEE — ELEVgTION, SHEET MEETINGRAL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUAN TrY PER JAMB 1+C3+2+C3+1 4 ,F.ANGSILLANGHGR OJANr1Tr: .1) AN ATTHE SASH A CLUSTER OF (3) AVCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS AT THE MED SriTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL C2+1 3 SEE ELEVATION, SHEET 1 BEE ELEVATION,SHEETI C2+1 3 BEE ELEVATION, SHEET 1 C+ 3 ION, LV[��717SEEEIEVAT 1 C2+1 3 E EVAnONSHEETI LUSTERC2+13EETINGRAETLS. C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEET 5 2+1 3 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH 2+2 3 Mla%. ARCAOr O.C. Anchor AND BUCK HEIGHT IS SHEEn534). SASH SIZE IS AS PER THE FIGURES ON 2+2 3 Spacing for"Integral- Gmup F SHEETS, RESSURE Fin" Installation 2) FOR SIZES NOT SHOWN, ROUND UP TO 4" THE NEXTAVAIIABLE VADTH OR HEIGHT 01MEN5ION SHOWN ON THE TABLE. PRODUCT REVISED Bumplying wltM1 tM1e FbHtle ilEln9 tootltl NOA-No. 17-0411.08 E:vinuorI D.t• 0912412020 By Mmm . v.w.ct con<.o �-JADIDE.NOT.T.ANCH.R E OTY. TABLES d Y m CO 'naa J m Ui >0 R b R wo 2 La • � WU �� W f W i O J -j axc ova 0 c0 Z H Q' J O J W O 4: Z (Y laa '< K Z Noa `o O O o N w U 13� In D ZQ O Q o _ .`` eNV LYNry� �• po•.� ilI7-: 'N;0NAI SIAN �Itlfll 11111 A LYNN MILLER, P.E P.Eq 58]BS 2+1 3 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH 2+2 3 Mla%. ARCAOr O.C. Anchor AND BUCK HEIGHT IS SHEEn534). SASH SIZE IS AS PER THE FIGURES ON 2+2 3 Spacing for"Integral- Gmup F SHEETS, RESSURE Fin" Installation 2) FOR SIZES NOT SHOWN, ROUND UP TO 4" THE NEXTAVAIIABLE VADTH OR HEIGHT 01MEN5ION SHOWN ON THE TABLE. PRODUCT REVISED Bumplying wltM1 tM1e FbHtle ilEln9 tootltl NOA-No. 17-0411.08 E:vinuorI D.t• 0912412020 By Mmm . v.w.ct con<.o �-JADIDE.NOT.T.ANCH.R E OTY. TABLES d Y m CO 'naa J m Ui >0 R b R wo 2 La • � WU �� W f W i O J -j axc ova 0 c0 Z H Q' J O J W O 4: Z (Y laa '< K Z Noa `o O O o N w U 13� In D ZQ O Q o _ .`` eNV LYNry� �• po•.� ilI7-: 'N;0NAI SIAN �Itlfll 11111 A LYNN MILLER, P.E P.Eq 58]BS PRODUCT REVISED Bumplying wltM1 tM1e FbHtle ilEln9 tootltl NOA-No. 17-0411.08 E:vinuorI D.t• 0912412020 By Mmm . v.w.ct con<.o �-JADIDE.NOT.T.ANCH.R E OTY. TABLES d Y m CO 'naa J m Ui >0 R b R wo 2 La • � WU �� W f W i O J -j axc ova 0 c0 Z H Q' J O J W O 4: Z (Y laa '< K Z Noa `o O O o N w U 13� In D ZQ O Q o _ .`` eNV LYNry� �• po•.� ilI7-: 'N;0NAI SIAN �Itlfll 11111 A LYNN MILLER, P.E P.Eq 58]BS TABLE 19 Max. Anchor O.C. Spacing for "Integral- FiI" Installation Anchor AncFKx Gmup E Group F 3.S 4" PRODUyyC1.�,g E.S.. 9uadlnplL'.dewith N. Florida NOn-no. �7.0411.08 esPir.ti.. o.w 09/24/2020 Miami-D P,.duct Contry ADDED NOTE TQ ANCHOR OTY. TABLES. REMOVED a GLASS 5 FROM TABLE 20. • to Y :n •••• - • n . ,a n 3 ✓H 2 n • }v a� • • • • • • • • • • • • • SEE TABLE B FOR DESIGN PRESSURE I�LL U YtmSS • m u" TABLE 20' Max.Anchor O.C. Spacing for "Integral- • Fin" Installation W LL Anctwr Anrna< .� o Grwp E Group F . - • $ Z Of w.vs • 37 4" • $ �. Q Z • Z I $ NNQO NOT Si) FRAME DIMENSIONS ARE BUCK WIDnI AND BUCKHEIGHTtSEESHEE AS PER THE FIGURES ON SHEETS T) FOR SIZES NOT __ * : No. 58705 SHOWN. ROUND UP TO = �j/ —*- THE NEXT AVAILABLE —� -t/l y �= WIDTH OR HEIGHT �r ;'•(V` DIMENSION SHOWN ON %�.(t ATE THE TABLE.ORmaG\?` 3) SEE SHEET 9 FOR ''�iNAIL`I��` SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USINGTHESE TABLES. A LYNN MILLER. PE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. P.E .1. tFlliif of SASH i J�i titjj i rsees o class Types Anchor Quan • Glass Types • • • • Anchor Quan .sass types Anchor Quantities for X0 or OX Windows 5 - 8 Sash 30" Height I 36' Haight 48" Height I 54" Height 63" Height 30' Height 96" Heighl 48" Height I 54" Heighl I 63" Height Reinf. Level Width (m) Head g Sit E Head b &Sill Head 8 SIII a Head 8 Sil m Head a Sill E Head & Si8 E Head a Sill E Held 8 S01 E Head a Shc E Head E 8 Sill R4 Group Anchor GA Anchor Group C 25-V2- B 28" Y 36" m 42' 3 60" 75" 12.147 Not Allowed 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 13.397 1+C2a1 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 1+C2a1 4 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 20.397 1+C2+1 2 1+C2+1 3 1+C2N 4 1+C2+1 4 1+C2+1 4 23.397 i+C2+1 2 1+-2+1 3 1+C2+1 4 1+C2+1 4 1+C2N 4 29.397 2+G2+2 2 2+C2a2 3 2+C2+2 4 2+62+2 4 2+C2+2 4 •6l90 2+C2+2 2 2+C2+2 3 2+C2+2 4 2*C2+2 4 2*C3+2 4 • • Anchor Group B Anchor Group D 25-12" 12.147 1+C2+1 2 1 +1 1+C2+1 14 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+Cg+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28' . 7 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2N 2 1+C2+1 3 t+C2+1 4 1+C2+1 4 1+C2+1 4 A38" .397 yC2+1 2 •1+C2+1 1+C2N 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2N 3 1-+C2+1 4 HC2+1 4 HC2+1 4 42- 20.397 1+C2N 2 +C + 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2N 4 1+C2+1 4 1+C2+1 14 c 4W 23. 7 1+C2+1 2 HC2+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+1 141 aC2+2 2 2� 2 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" N 89 C2+2 2 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2aC2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Glues types • 0000 10.12 a 1#46 Sash Width 30' Fidght 36' Height111111 48' H eight 54" He E Heed E et E Heada Reint Le�•c4 On) SW & SiA m W110 Bill ♦ • �� • Anchor Group A 254f2' 12.1474 • { • 4 • • • • • • • • N•ot AOowed • � ze• 397 13fl27 3 ' 42' 48" Anchor Group B Anchor Quantities for XO or OX Windows a sll Hea I°I &Sill Hea^I &sill MINIMUM ANCHOR QUANTITIES SHOWN, ALLANCHCRAGEMUST ALSOCOMPLYWfTH THE MAYO.C. SPACING SHOWN ON THE ELEVATIONS. & SIR Max. Anchor O.C. Anchor Spacingfor'Integral- GroupF Fin" Installation 4" PRODUCT REVISED —h N. Florid. ennup1yonyy i.. C de No".. 17.0411.05 E plratl—D.N 09/24/2020 By Miami ad roduccontrol ADDED NOTE TO ANCHOR s QTY. TABLES. GLASS TYPES NOT BE USE MAY NOT REUSED ORI JEGRAL EL • FRINTEORAL FIN FRAMES In � '••a in O o a 0 o p N To D O�e ZLL. g 0 x ui� • � U V W a iW-Z� 10 J vc m • e0 W 1L w O J J O Z r ® I. � J F O z pZ ` p O o � N U of on D zQ O S NOTES: 1) FRAME DIMENSIONS ARE AND \\\ 111 BUCK WIDTH SHEET83d)3ASH SIZE I AS PER THE FIGURES ON SHEETS SS. "•,`7T No, 58705 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE MOTH OR HEIGHT �O�•, g�q �` DIMENSION, SHOWN ON ,\t1; .20RIDP THETABLE. 3) SEE SHEET 9 FOR A /ll11111\\\ WIDETOUSINGTHESE A. LYNN M=P.E. TABLE P.E.a 5e705 Glary Typm Anchor Quantities forXOX windows 5 -B Sash Sash N HMpM 30' HdpM 38' HeipH 9a• FialpH 54' HegH 61• Fbip4• Fbighl 30' Mghl W Height 48' Height 54' Fbight 63' HaIgM R.W. L w Cpnipulalicn Width Rar41a 0M) Head 8 SBI Head 8 Sill u Head 8 SO m Flead 8 Sill i -Head 8 SN Head 8 Siad d S31 n H d 8 Sil a Flaatl 8 Sill dF Hevtl 8 SI11 Heed 8 5111 Heatl 8 SII R3 Mehpr Gmup A Anchor Gmup C 354/4' Y-X-X 11.391-11.391 1+C2.0.C2+1 2 I.C2+O+C2+1 2 1.C2+O+p+l 3 1+C2+0+C2+1 4 I.C2.D+pLl 4 1+C2+O+C2+O+C2+1 2 1aC2+0♦C2+1 2 1.C2+D+C2a1 3 1+C2+04 C2.1 4 1+C2+0+C2+1 4 1+p+0+C2+1 4 90' X-Y-X 12308-12308 1+02+O.C2.1 2 1+C2+0+C2+1 2 I+C2+0+02+1 3 1+C2+0+C2+1 4 1♦C2+O+C2+1 4 HC2+O+C2.O+C2+7 2 1+C2ap+C2+1 2 1+C2+D+Q+1 3 14C2+p.C241 4 1+C2+OaCNi 4 HC2+O+C2+1 4 Y-X-X 11.391-13.397 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+C22+0+C2+1 2 1.C2+O+p+1 2 1+C2♦O+C2+1 3 1+C2+p+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C3+1 4 45-1 X-X-Y 13.3oa-14M3 1+C2+Oa 1 2 1+C2+D+C2+1 2 I+C2+D+C2+1 3 14C2+04C2+1 4 1+C2+01C2+1 4 I+C2+0+C2411 +O+C2+1 2 I+C2+D+C2+1 2 1+C2+O+C2+1 3 1.C2+D+C2+1 4 I+C2+O+C2+1 4 I+C2+O+C2+l 4 X-Yr-X 7 2287 1+C2+IIC2+1 2 1+C2+14M+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 I+C2+I+C2+1 2 i+C2+l+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2+1-M+1 4 t+C2+1+C2+1 4 IT319' X Y1 12Z88-15•Sa i.C2+0+C2+1 2 1+C240♦C2+1 2 7+C2+O+C2+1 3 1+C2+D+C2+1 4 1+M+O+C2+1 4 1+C2+D+C2.1 4 1+ 0+C2.1 2 1+C2.O+C2+1 2 1+p +0+2I 3 7+C2+D+C2+1 4 1+C2+O+CN7 4 1+C2+D+C2 i 4 Cusom 1. >A2076 1+C2+1+ib+1 2 '(�I+C2+1 2 1+C2+1+C2+1 3 7+C2+1+CZ+1 4 1+C2+1+C2+1 4 lIC2+1+C2+I 4 1+C2.4+C2+1 2 1+C2+1+C2+1 2 1+C2+1+p.1 3 1+C2+1+C2+1 4 7.C2.1+C2+1 4 1+ 4 S2� X-X-Y 72.017-13.397 1.C2+1+ +1 C2+ 1+C2+1 2 1+C2+1+C2+1 3 1+C2+I+C2+1 4 1+02+1+C2+1 4 1+M+1+C2+7 4 1+02+I.C2+1 2 I+C2+i+C2+1 2 1+C2.7+C2+1 3 itC2+1+C2+1 4 7+C2+1+C2+1 11+C2+1 4 1+C2++C2+1 4 Y X-X- 1. -77 16 1+C2+O+C2+ 2 1+C2+ C2+1 2 1+C2+0.CN1 3 1+C2+D+C2a1 4 I+M2 CZ+1 4 1+C2+O+C2+1 4 I+C2+0.C2+1 2 1-MICHM.1 2 1+C2+D+C2+1 3 1+0a =+l 4 1+C2+D+C2+1 4 1+ +O+M+l 4 ••• C11.1orll 11.391 OV97 1+C2+1+W.+1 2 Hp+&C2+1 2 1+C2+1+C2+1 3 1+C2+1.C2+1 4 1+C2+I+C2+1 4 1+C2l+C2♦1 4 1+C2+1.C2+1 2 1+C2+1+C2+1 2 +C2+1+C2+1 3 7+C2+1+C2+1 4 1+M+I+M+1 4 1+C2+14C2+1 4 W X 13.30-15.380 1+11+42+1 2-Y-% • 1+C2+•.C2a1 2 7+C2+1+G2+1 3 1+C2+1♦C2+1 4 1+C2+1+C2+1 4 1+C2+/+C2+1 4 I+C2N.C2+1 2 1+G2.1+C2+1 2 1.G2+1+C2+1 3 7+C2H♦pH 4 1+M+1+C2+1 4 1.p+1+C2 l 4 X-X-% 1. 1- 99.847 1+CNO C2+1 2 I+C2+0.C2+1 3 1+C2+D+C2+1 4 1.C2+O+C2+1 4 I+C2+0+C2.1 4 I+C2.012+1 2 I.C2+O+C2+1 2 I+C2+0+C2a1 3 I+C2+0♦C2.1 4 1+C.40 +l 4 I+C2+0+C2+7 4 ••• C- 1 381-13 97 1+CZ+3+C2+ 1+ +C2a1 2 1+C2+3+C2+1 3 1+C2+3+12+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2.3+C2+1 t 1+C2+3+C2+1 2 1+C2N+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 75' Y-X-Yo 73. -t 10 1+C2+2+ +1 2 C2+ +C2+1 2 I+C2+2.CZ+7 3 1+C2+2+C2+1 4 1+M+2♦C2+ 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2.2+C2+1 2 1+C2+2+C2+1 3 1+C2a2+C2+/ 4 t+C2+2+C2.1 4 1+C2+2+C2+1 4 ••• Y-Y-Y 19.7114p4j4f i+C2+1.W+• • IIq+&M+l 2 1+C2+1aC2+1 3 1+C2+IIC2a1 4 7+C2+1+C2+1 4 1.C2+1+C2+1 4 1+C2+1+C2.1 2 1+C2+1+C2+1 3 1♦p+1+C2+1 4 1+C2.1+C2+1 4 1aC2+1+C2+1 4 C.- 16360-19.3a) 1+C2+3+p+1 2 1+C243+C2+1 2 i+C2+3.C2+1 3 1+C2+3+C2+7 4 1+C2+3+C2+1 4 i+C3+3+M+1 4 1.C2+3+C2.1 2 1+C2+3+C2+1 3 1+C2+3.C2+1 4 1+C2+ M+1 4 1+C2+3+C2+1 4 • ,• X-X-X 1. - 1.380 I+C2+3+C2 3+C2+1 2 74C2.3+C241 3 1+C2+3.C2.1 4 1+c2+3+C2+1 4 t+C3+3+M+1 4 1+M+3+C2+1 ]2E1+C-2+2+C�l 2 I+C2+3♦C2+1 3 7+C2+3 Mll 4 1♦C2+3+C2+1 4 1.C2+3+C2+1 4 C.- - 1+C242+ ♦ eC2+1 2 1+02+2+C2+1 3 1+CR+2ap+1 4 1+M2 VC2+1 4 1+C3.2.0+1 4 1+M2 2+C2+1 2 1.CN2+C2+1 3 i+C2+2 M+1 4 1+C2.2+C2+1 4 1+C2+2+C2+1 4 7�'• X-X-X -30.380 i+C2+3+C2+1 2 1+C2+3+C2+12 1+C2+3+C2+1 3 1+Ch3+C241 41+C2+3+C1+1 4 1ap+3+q+1 4 1.C2+]+C2+1 2 7+C2+3+C2+7 3 1+C2+3+C2.1 4 1+C2+3+C2♦1 4 1+C2+3+C2+1 4 • • • • • • • • Mho, Group a AnOor Group D 357/4' Y,%-% 11.391-11.391 l+p+0+C2+1 1+C2+0+C2+1 2 7+C2+O+C2.1 3 1+C2+D+C2+1 4 1+C2+0+C211 4 1+C2+D.C2+1 4 I+C2+O+C2+1 2 I+C2+O+C2+1 2 I+C2+&C2+1 3 1+C2+aC2+1 4 I+C2+NC2+i 4 I+C2+aC2+1 4 • X-Y-X 7 1+C2. 1 2 1+C2+O.C2a1 3 I+C2+0.C2+1 4 1+C2+DrC2+I 4 t+C2+O+C2+1 4 I+CNO+C2+l 2 1.C2+O+C2+1 2 1+C ()+C2+7 3 I+C2+0+C2+1 ! I+C2+0♦C2+1 4 1+C2+O+C2+1 4 X-X- 1 -11397 1+CZ.0 +1 2 O+C2a1 2 1+C2+0+C2+1 3 I+C2+D+C2+1 4 1+C240+C211 4 1+C2+p♦C2+1 4 I+(ya0+4Z+1 2 1+C1.wp«I 2 1+C2+aC2+1 3 I+p+0+C2+1 4 i+C2+0+CZ+1 4 NC2+0+C2+7 4 15-1 8 Y-Y-X 13.398-14.1.3 1+C2+0+W.7 6 1+C2+VC2+1 2 1+C2+0+C2+1 3 1+C2+p+C2+1 4 1+C2♦O.C2+1 4 HC2+O+Q2+1 4 7+C2+MC2+l 2 1+C2+w(R«t z 1aCHaC2+1 3 1+C2+O.C2+1 4 1+C2+aC2♦1 4 i+ct«aC2.1 4 00 •• Y-Y-Y "42297 1.C2+1+C21 2 t+CZ+*C2+1 2 1.0 1+Ml1 3 7+C2+1+C2a1 4 t+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2 l 2 t+C2+7+C2+1 2 1+C2.1+M+l 3 1+C2+1+C2+1 4 1+C I+C2+1 4 1+C2+1+C2+1 4 47-14' X-Y- 12A8-18 7+C2+O+C2♦1 2 1+C2+0♦C2+1 2 7+f2+0+C2+1 3 I+ C2+0+C241 4 1+C2+0+C2a1 4 1+C2+D+C2+1 4 1+M+0+C2+1 2 1+C2+O+C2+1 2 1.C210+C2+1 3 7+C2+0♦C2+1 4 1*Li+DM2+1 ! 1aC2+0+C2+1 4 Cualan 1. - ZMS OC2.1+ +1 2 1+C2+7+M2l 2 I+C2+1+C241 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+Cx+1 2 1.C2+1+C2+1 2 1+C1+1+C2+1 3 I+C2+1+C4+1 4 1+C2+1+CZ+1 4 14C2+I+C2+1 4 52-176' X-X-X 12(H-13.397 1+C241♦C2+t 2 1+C2.1+p+i 2 1+C2+1+C2a1 3 1+p+1+C2+1 4 1+C2+1+C2+1 4 1+ NI.C2+'I 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+12 1 3 1+C2+1+M+1 4 1+C2+1+C2+1 4 HC2+1+02+1 4 Y-X-X 13398-17.016 1+C2+O+C2+1 2 HC2+P+C2+7 2 1+C2+1+ 1 3 1+C2+D+C2+1 4 1+C2+0aCZ+1 4 1+C2+OaC2+1 4 1+C2.O+C2+1 2 1+C2+O+C2+1 2 1+C Qla+l 3 1+C2+D+02+1 4 1+C2+O+M41 4 1.C2+0+C2+1 4 m CUMom 11.391-13.397 1+C241+C2+1 2 7+C2+1+C2+7 2 1+C2+1+M+1 3 1+C2+1+C2+1 4 1+-I1 C2a1 4 1+C2+1aC2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2.1 3 1+IC2+1+02+1 4 1+C2+1+C2+1 / HC2+1+C2+1 4 60• 9-Y-34 13.398-I&WO 1♦C2+1+C2+1 2 I•M+1+C2+1 2 1+C2-1+ Nl 3 1+C2+1.C2+1 4 1+C J.M41 4 HC2+1+C2+1 4 1+pa1+t2+7 2 I-M+1+p+1 2 I+C2+1+C2.1 3 1+p if C2+1 4 7+C2+1a 1 4 ia02.1*CL41 / X-Y-X 15.381-19.641 7+C2+O+C2+1 2 I+C2+D+C241 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D.C<+1 4 14C2+0+C2+1 2 1+CZ+O+p+1 2 7+C2+O+C2+1 3 1+C2+O+p+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Custom 11.Ml .13.397 1+C2+3+M+l 2 1-p+3+ +1 2 1+C2+3+C2+1 3 1+C2+3+C2+1.4 1+C2.3+C2+1 4 1+C2+3aC241 4 14C2+3+p.1 2 1+C2+3+p+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 4 1+C2♦3+p+1 4 1+Q+3+C2+1 4 75- Y4-%-% 13.398-19.110 I+M+2+M+1 2 1+C2+2+p+1 2 taC2+2+C2+1 3 1+CZ+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+0.2+C2+1 3 1+C2+2+C2+1 d I+C2+2+C2+i 4 7+C2a2+G2+1 4 Y-%-A 19.111-24.641 I+C2.1+C2+I 2 IaC2+1+M-1 2 1+C2+1+C2.1 3 1.Q+1+ 41 4 1+M+1+C2+1 4 1+C2+1+C2+1 4 1+C2+t+C211 2 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+M+1+C2+1 ! 1+C2+1+Q+1 4 14C2.i+p+1 4 Clefom 18.3e0-19.397 I+M+3+C2+1 2 1+C2+3+C2+1 2 14C2+3+02+1 3 1+C2+3+CZ+1 4 1+C2+3 M+1 4 14C2+34C2+1 4 1+C2+3 1 2 1+C2+3+C2+1 2 1+C243+C1+1 3 1+C2.3+C2.1 4 1+C2+3+C2+1 4 1+C2.3+C2+1 4 9S' Y-Y-Y 1a.3Ba-24. Sa0 I+C2+3+C2+1 2 1+C2+3+M+1 2 1+CN3+C2+7 3 1.1+C241 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+M+3+M+7 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 I+C2+3+C2+1 4 IaM 3+C2+1 4 Cuvlam 21.38i-30.9a0 1+C2+2+C2+I 21+C2+2+C2+1 21.CN2+C2+1 31+C2+2+(7+1 414C2+2+C2+1 4 i+C2+2..+1 4 1+C2+2+C2+1 21+C2+2-2 l 2 t+C2+2+C2+1 3 1+C2+NC2+141+C2+2+C2+1 4 i+p♦2*C2+1 4 120' Y.-X-Y -3a360 1+C2+3+C2a1 2 1+C2+3+C2+1 2 1+C2.NC2+7 3 1+C2+3*C2*1 4 1*Q+9+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+7 2 1+C2+3aC2+t 2 f+C2+3+pH 3 1+C2a3+C2+1 4 14C2+3+C2+1 ! 14C2+34C2.1 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor GloupE Anchor Group 1 2.9- 4- ^1,1IN. SASHSIZE-WI''DOWW DTH-5928 NOTES: acc inuicnrvn a.roru"rncawrac 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AMID BUCK HEIGHT(SEE SHEETS 3<). SASH SIZE IS AS PER THE FIGURES ON SHEETS &e. 2) FOR SIZES NOT SHOWN. ROUND J)P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 6 FOR A GUIDE TO USING THESE TABLES. 4)-114.la2114'AND-1/3-11 n- INGCATE THAT THOSE STANOARD SASH CONFIGURAMNS FALL WITHINTHE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CVSTOW INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED pl u with the Fbdda ealiaam9 �. Noa4lo. 174411.08 EADiralivm Date 09/24/2020 By &lam ..t AOOED NOTE TO ANCHOR 3 QTT. TABLES. 1 co mQ u3 O o U z,, r 9 U W o U W F ZW 'T 2 J 390 o rn 04� L-L LL y W F J -2 N H O ® Z � fw LF O Z ads O O o o N O Q O afll G, . Types anchor Quwtt0es for XO%wmdom fi d s soonNra. bwh 24' HMplq 30' lYipht 78' Heipht 48' HeIBM 54' HegMEaTWO% 24' H.iphl 30' H4ht 38' Fii�t 48• Fbipht 54' Heipht 63" Helghl Ron[ tc+el R4 An)da61 Heed a SB Heed a Big H..d a SW t1e.a a 9111 tb W a 519 Heaa a sill Anchor Group A Anchor Group C 35-1/4' X-X-X 11.391-11.381 : • • • • • • • • Not Albwed • • • • • • • • • • • • • • • • • • • • • •••• • • •••• 1+C2+0tC2+1 2 1tC2a0+C2+t z 1a +wC2+1 3 1aC2+0+C2+1 4 1+C2+0+CZ+1 4 1+C2+O+C2+1 4 38' X-X-X 12.308-12.908 t+C2+0+C2+1 2 1+C2+04C2+1 2 I+C2+O+CN1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 I+C2+0+C2+1 4 45-VB' Y-Y-Y 11.391-13.397 113.398 -14.653 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 11C210+C211 4 1+C2+D+C241 4 1+C2+0+CN7 4 HC2+0+C2+1 2 1+C2+O+C2+ 1 2 1+Q+0+C2+7 3 14L.2+0+C2+1 4 7+C2+WCN7 4 1+CN0+C2+1 4 41a4' Y-X-Y X-X-X I.O•-42.207 12.298-15. 8 1+C2+1+C2+1 2 1+C2a11C2+1 2 1+C2+1+C2+1 3 1+C2+1+CN1 4 1+C2+1+C2+1 4 1+C2+1+CN1 4 1+C2+O+C2a1 2 1+C2+O+C2+1 2 14C2+0+CN1 3 I+C2+0+C2+1 4 I+C2+0+ C241 4 7aC2+01C2+1 4 • • § 52-1/B' 3 Crabm X-X-X X-X-X• I. 8 - .078 17-13ic7 13.390-17*16 1+C2+1+CN1 2 I+C2+1+C2+1 2 1+C2+1+C2-1 3 1+C2+IK2N1 4 I+C2+1+CN1 4 1+C2+1+C2+7 4 1+C2+1-C 1 2 1+C2+1+CN1 2 1+C2+1+C2+1 3 I+C2+11C2+1 4 1+C2+1+CN1 { 1+C2+1aC2+1 4 1+C2aI7M,2+1 2 I+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 80' G(Wrn Y-%-Y 41.391-".997 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+CN1 2 1+C2+1+C2+I 9 1+C2+taCN1 4 1+C2+1+C2a1 4 1+C2a1+C2+1 / 1+C2+1+C2+1 2 1a +1+CNI 21+CNl+C2+1 3I+C2+1M 1 4 1+C2+1+CN1 4 1+C2+1+C2+11 X-X-X 15. 1-19.611 f+C2+p+CN1 2 1+C2+0+CN1 2 I+C2+O+C2+1 3 I+C2+O+CNi 4 1+C2+0+CN1 4 1+C2+0+C2+1 4 • • 7T • • Cutum Y %-Y • 1691-13�7 13.39•-1800 I+C2+3+C211 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 4 1aC2+3+C2+1 / 1+C2+3+C2+1 4 I+C2+2+CN7 2 1+C2+2+C2+1 2 14C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+-CN7 4 1+C2+2+G2+1 4 X_1X_X .111- 7 I+C2+1+CN7 2 1+C2+1+C2+1 2 t+C2+1+C2+/ 3 1+C2+1+C2+1 4 1+C2+'! C '! 4 1+L.2+1+C2+1 4 000 • Custom Y-X-Y 8 - 8.397 19.398 - Z4JPO 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+/ 3 1+CN3+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 14C2+3+ l 4 i+C2+ +CNI / 1+C2+9+L7+1 4 Cutom d1.8•-op.380 1+CZ+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 1+C2+2+CN1 4 • Y-X-Y •• -30380 1+C2+3+CNl 21+C2+3+CN1 2I+C2+3+C2a1 31+C2+tC2+1 41+C2+3+CN1 41*CN3+CN1 4 Anchor Group B Anchor Group D 'F12.30 1+ +p+CNt 2 1+C2+O+C2+1 ] 1+C210,1 2 1 4 1+C2+0+C2+1 4 1+CNO+CN1 4 1+C2+0+C2+1 2 I+C2+D+C2✓1 2 1+C2+0+C2-1 3 1+C2+0+C2-3 4 I+C2+O+C2+1 4 1+C1ap+CN1 4 3r .12.31M 1+CN0M +1 2 1+CND+C2tl 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+D+CNt 2 1+C2+0+C2+1 3 1+C2+(+CN1 4 1+C2+0+GZ+ 1 1+C2+O+C2+1 4 1+C2+0QiFl 2 1"O C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+G2+1 2 1+CNO+C2+1 2 1+CN0+C2+7 3 1aC2+0+CN1 4 1+C2+0+CN14 1+C2+0+CN1 4 a5-t/�.9�13.397 •.398-14.M I+C2+0+A+1 1+C2+4C2+12 1+CNO+C2+1 31+C240+C2+14I+C2+0+CN141+C2+O+CN14 I+C2+O+C2+1 21+C2-O+C2+1 21+C2+0+C2+1'31+C2+O+CN141+C2+D+CN14 1+C2+O+C2+1 41. 9- .297 1+C2+/+C2+ 2 1+M+ C2+1 2 1+C2+1+CN1 3 1+C2+1+CN7 4 1+C2+t+C2+1 4 1+C2+1+C2+1 4 I+C2+t+C2+1 2 1+C241+C2+1 2 i+C2+1+C2+1 3 1+C241+CN1 4 1+C2+1+C2+1 4 1+C2+1+l l 4 473'4"- 1+C2+0+C241 2 /+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+04C2a1 4 I+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+CN13 1+C2+O+C2+1 2 1+CN0+C2+1 3 I+CNO+L3+l 4 1+C2+O+C2+1 4 1+C2+O+C2+I 4 1.381-12.016 i+C2+1aCN1 2 1+C2+1+C2+t 2 1+C2+1+C2+1 3 1+C2+1+CN1 4 l+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CN1 2 1+CN1+C2+1 2 i+C2+1+CN1 3 1+CN1+C2+1 4 1+C2+t+C2+1 4/+C2+1+C2+1 4 52-IIW.017-13.397 1+C2+1+ +l 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CN7 4 I+C2+1+CN1 4 1+C2+1+CN1 4 1+C2+t+C2+1 21aC2+I+C211 2 1+C2+t+C2N 3 1aC2N+CN1 4 1+C2titC2+1 41+C2N+G2+1 4 .305-17.016 I+CHD+C2+1 2 1+C2+O+C2+1 2 1+C2+aG2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+O+CN1 4 1+C2+O+CZl 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+o+C2+1 4 m C.M. 97 11.3ll*--+' 1+CN1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CN7 4 1+02+1+C2+1 0 1+C2+1+C2+1 4 1+C2+1+CN1 2 I+C2+1+C2t1 2 1+C2+1+C2+t 3 1+C2+1+CN1 4 4+C2+1+C2+1 4 1+CN1+C2+1 4 X-X-X 13.3980 t+C2aNC2+1 2 1+C2+1+C2+1 2 l+CN14CN1 3 1+C2+I+C2+1 4 1+C2+14C2+1 4 1+C2+I+C2+1 4 1+C2+1+CN1 2 I+C2+H+CN1 2 1+CN1+C2a1 3 t+C2+1+C2+1 4 7+C2+1+C2+1 4 1+CN1+C2+1 4 X-X-Y 15M/1 1aCN Q+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+CN1 4 1+C3+0+C3+1 4 1+C2+O+C2+I 2 1+CNO+CN1 2 1aC2+0+C2+1 3 1+C2+DaCN1 4 1+C2+04CN1 4 1+C2tD+C2+1 4 Cmtam ll.387 1+C2+3+C2+1 2 1+C2+3aC2al 2 1+C2+3+C2+1 3 1+C2+31CN1 4 1+C2+3+C2+1 4 1+C2+3+CN1 1 1+C2+3+CNI 2 1+C2+3+C2+1 2 /aC2+3+C2+1 3 1+C2a3+CNl 4 I+C2+3aCN1 4 1+C2+7S Y-%-Y4 13.3810 1+CNNC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 I+C2+2+C2+1 4 1+C2+NCN1 4 1+C2+2+C2+1 2 I+CNNC2+1 2 I+C2a2+C2+1 3 7+C2+NC2+1 4 1+C2+2+C2+1%-%-% 19111 1+CN1+C2+121+C2+1+G2+7 2 14C2+1+CN1 3 t+C2+7+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I-M+1+C2+1 2 I+CNI+CN12 I+C2+1+C2+1 3 1+C2+1+C2a1 4 1+C2+1+C2+1Cusbm 18357 1+CN3+C2+1 21+C2+3aC2+1 2 NCNNC2+f 3 1+C2*3+CN7 4 1+C2+3+CNt 4 1+C2+31CNI 4 t+C2a3+C2+1 2 1+CN3+C2+1 21+C2+3+C2+1 3 1+C2+3aCNl 1 1+C2+3+CN19B'X-Y-Y 19.3980 1+C2+3aC2+I 2 i+C2+3aC2N 2 I+C213+C2a1 3 1+C2+3+C2+7 11+C2+3+CN1 4 HC2+3+C2+1 4 I+C2+3+C2+1 2 1aCN3+C2+1 2 NC2+3+C2+1 3 1+C2+3+CNl 4 I+C3+N(1+1Cu.b 24.380 1+CN2+C2+1 2 I+C2+2+C2+7 2 1+C2+2+C2+1 3 1+CNNC2+1 9 1+C2+2+C2+1 4 1+C2+NC2+1 4 t+C2+2+C2+1 2 1-2+2+C2+1 2 1+C2+2+C2+1 3 I+C2+2+C2+1 4 1+C212+CN1Y-%-Y ^0 I+CZ13+C2+1 2 1+C2+]aG2+1 2 1+C2+3+C2+1 9 I+C2+3+CN1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4/+C2+3+CN1 2 1+C2+3+C2+1 2 1+C2+3+CN1 3 1+C2+3+CN1 4 1+C2+3+CN1 4 1+C2+3*C2N 4 b'ILVOOW NBOTH-SB.28 NOTES: �« ,...,.� .....,......,... „".,.....� ^MIN. SASH SIZE= 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3i). Max. Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS841. Spacing tOr"Irate raI- GrDupF 2) FOR SIZES NOT SHOVM. ROUND If TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P 9 g 3) BEE SHIES9 FOR A GUIDE TO USING THESE TABLES. Fin" Installation 4" 4)'I/4111-1/4'AND.1lit[it/3'INDICATE THATTHOSE STANDARD SASH CONFIGURATIONS FALL WITHINTHESASHWIDTHRANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWIHW THE RANGE. PRODUCT REVISED mplyhg .1. In. F.H.. Building Cod. NoA .. 17-0411.08 D plr.Don D.t. 09/24/2020 By Mlam- a r.duct Gontro � ran YY 0] ZP. p Q O K 5 Q O O aK •IW O n ~ Z on of UV i 0� U) W z �_ < W a ^ j 0 03 03 �zm $ W Q J _ J Lh F Q ® ? Q c5 Q Z Z •I 0 Q o ZQ Q •nu 11111 II/// * ; No. 58705 le �Q A —N MILLER, RE, N ]e1Q5 BTH THE MAY O C. SPACING SHOWN ON 1 HE ELEVATIONS Glass Tyres Anchor Quantifies for XOX Wndows 7 d 8 Sash Sash 24• HeiO I 3T Hei9M 36• floo 40' Hblt 54• Height 87 H,411 24• HegM 30• Herd 36-11ebt 1 40' Height I 5!' Height 1 63- Height RmA Level Cpn9llurelon Wbh f�qB h\) Heed d Sii m Heed d SB Fd Head 8 S01 Need 8 SiN n Head d Sll Heed d Sil a Need d 5a Need H Si/ u Heed d SIB ' Heed d SII Head d Slljjj Head d 511 IE RA Mchor Group A Andl9r Group C 35-1/4' K-m-3i 111.3gi-11391 • •• • • • • • • • • Nat,11-d •••••• •• •• • • • • • • • • • • • • •••• I-C2+0H2+1 2 1•L2+O+C2+1 2 1+C2-0+ 2•1 3 1+C2,0+C2+1 d i+C2-C2-1 4 1+Q+0•C2+1 4 38• %-Y-X 12M8-12.300 1+C2a0+C2a1 2 1+Q+O+C2.1 2 f+Q+O•C2+1 3 1+C2+0+C2+1 4 17 Q.0+Q+1 4 1+C2.0,Q+1 4 45-118• 11.391-13.397 13.398 -11AN I+C2+O+C2+1 2 t•C2+O+C2+1 2 1•C2.0+Q•t 3 1+C2+0+C2+1 4 1•C2-07C2- 4 1+Q•0+Q+1 1 1+C2+0+C2+1 2 I-C2a0•C2+1 2 I+C2+0+C2,1 3 1a C2H1+C2+7 4 1+Q+O+Q+1 4 1+Q+0•Q+1 1 d7J/4' Yr•Y+-Y4 1. -1 7 1 5.55d 1+CNt+Q•I 2 1-12 1•C2+1 2 1+C2+1+C2-1 3 1+C2ai+Q+7 1 t.C2+1.C2.1 4 1+Q!1+Q+I 1 1•Qa0•Q•1 2 1+C2+O+QH 2 1+C2.0+CN1 3 HC2+0•C2.1 1 1+C2.O•Q,I d 1+Qa0+C2+t d 00000 • B 52-176• 9 eD• Cu Y+-Y,-Y. I1,MI-12.61e 1. 17-1�97 I+C2+1+C2.1 2 1+C2+1+C2+1 2 I+C2+1+C2.1 3 I+Cz I+C2+1 4 I-C2.1+Q+f 4 1+Q+1•c2+7 1 1+L2+t+C2+1 21+C2•I-C2a1 2 1-U-1. 2.1 3 1+C2+1+Q-1 4 1+Q+I+C2+1 4 1+Q+1+C2+1 4 )J-SS- CUNem 13.3 -i . to 11391-13. 07 1.C2+O+C2+1 2 1+C2+MC2.1 2 1+C2+0,Q•f 3 1+C2+0•C2+1 4 1+Q+OH2a7 4 1•C2+O+Q+1 1 f+C2+1+C2.1 2 1+C2. 1•C2.1 2 1+C2+1+C2.1 3 1•C2.7+C2.i / 1aQ+1+C2+1 4 t+C2a1+C2+1 ! K-g.7{ %-Y-% 16398-15300 ISMI-19641 I+C2a1+c2+1 2 I.C2+I+C2•I 2 I-C2.1+C2.1 3 1+C2+1+C2ai a »cz-I+Q+1 1 1+Q.t.Q+I ! I-C2+wQ+1 2 1+C2+D+c2+1 z-C2•D+czal 3 1+c2.0a 1 1 1+C2+0+r2+t 4 1+C2+0 cz 14 •75 • • Cutom }(_Y(_+h 1 1 -1 7 73.3 -t f0 1+C2+3•C2-1 2 I•C2+3+Q+1 2 1•C2+3+C2+1 3 1+C2+]+Q.1 ! 1•C2a3+C2+1 ! 1+Q+3+Q+1 4 to C2+2+C2•I 2 1+C2+2+C2+1 2 f+C2.2+C2.1 3 1•C2+2•C2+1 4 1•C2a2+Q•1 1 1+Q+2+C2a1 4 }f-}/A.}1 19.111- !. 1 1+C2+1+Q+1 2 I•Q+1•C2.7 2 I+C2+1+Q•1 3 1+Q•1+C2+1 4 1+Q•f aC2.7 4 1+Q•1+Q+1 4 • • • 98' • c.tom JQ.K-+/,• 1''Iv ➢387 19.390-2d♦e0 1+C2+3+C2+1 2 I+Q+3H2.1 2 1+C2+3+Q+1 3 1•Q+3•CE+1 4 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1•C2+3.C2+1 2 I_+3H1+1 2 1+Q+3+Q+1 3 1*Q+3+Q.1 4 1+CN3aC2+1 4 1+C3+3+C3+1 4 Cuslom 300 1+C2+2+C2.1 2 1+C2a2+C2+1 2 1+Q+2+C2.1 3 1•C2+2+(2+1 4 1+C2+2+Q+1 4 "MC 2•C3a/ 4 -30.3a t+C2•3•Qa1 2 1+C2•1+C2+1 2 1+Q+3+Q+t 3 1+Q+3+C2+1 4 1•Q+3•Q+1 4 1+C3+3•C3+1 1 Anchor Group B M4hor Gmup0 �•4• %-%-Ya 1k3� _1,91 1+C2+0+ + C2.1 2 1+C2+0+CVI 3 1+C2+6+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2a1 4 1+Q+O+C2+1 2 1+C2+0+Q+1 2 I+Q+O+Q•1 3 1.Q+0•C2+1 4 1+C2+O+C2+1 4 1+Q+O+Q+1 4 3V X•ii-Ya 123�-t230e 1+C2-0+ +1 2 1+C2+O+C2+1 2 f.Q+wQ+1 3 IH2+0•Q•1 4 1+C2-D (M-1 4 I+C2+O+C2+1 4 I+C2+O+C2+1 2 I+Q+o•Q+I 2 I+C2-0-01 3 1+Q•O+Qa1 1 1aC2.0•Q+f 1 1,Qa0•Q+1 1 Y-yS. 13397 1+Q+0+ft-I 2 •0.•O C2 t 2 1+C2-O M+1 3 1•C2+O C2+1 4 1+C2+D+Qa1 4 1•C2+D+C2.1 4 1+C2+0+C2+1 2 1.Q+O+Q+1 2 f+C2+0+C2,7 3 1+Q+0a 2a7 1 1+Q O C2.1 1 1.Q•0aQ.1 ! IS7/B" SS %% 13.393-14.BID 1+Qa N 1+C2+ C2+1 2 I+C2+O+Q+1 3 1+C2•D•C2+1 4 i-C2+0+C2.1 4 1+C2+O•Q+1 4 1+C2+ac2at 2 I•Cz+D•C2+1 2 I-C2•D+c2+I 3 t+Qa0+C2+1 4 1+Q+D+C2+1 4 1+C2+0+Q+1 4 K- - 1 i -1 7 I+Q+1+Q+ 2 i+c2+ act+1 2 1•Q+1+C2+1 3 1+C2+1•Q+I 4 I+C2+1•C2+1 4 I+C2+t+C2.1 4 »Q+1•Cl•I 2 1+C I+Q+I z 1+cz•7»Q•t 3 1+Q+LQ+1 4 1+C2+i+C2+1 4 I+Q.I+C2.1 4 naN' K-X-K 1 •16.558 1+C2+O+C2,1 2 I-C2+O+Q+I 2 1+Q--1 3 1+Q+D+Q+f 4 I+cz.o+cx+1 4 I+C2+O+C2+1 4 1+Q+D+C2+f 2 1•Q+O+Q•1 2 1+Q•O+C2•I 3 1+C2.0•C2.1 4 1•C2+0*C2+1 4 "C2+0-Q l 4 Ces[om 11.391-12.010 1+C2•I+Q•l 2I+Q+1+C2+1 2 I+Q+1+C2+1 3 I+Q+1aQ+1 4 I-C2a1+Q•1 4 1+C2a1•C2+1 4 1+C2.1+Q+1 21•C2.1+Q+1 21+Q+/+Q+1 3 1+C2+1+C2+1 4 I-C2-1 2,1 4 1+Q+1+Q+t 4 52-IM Y-Yr-% 12.01T-13.397 1 C2•71 Cif 2 1+Q+1+Q•1 2 I+Q+1+CZ+1 3 1•C2+1+Q+1 4 1+C2+1+Q+1 4 1+Q+1+C2+1 4 1+Q+1+C2•f 2 1,Q•1+Q+1 2 HC2+1+C2+1 3 1+Q+1+Q.1 4 1•C'2+i+Q+1 4 1+Q•t+C2+1 4 13.398-ITIN6 1+Q+D+Q•1 2 I+C2+wQ+1 2 1•Q*D+Q+I 3 1•C2+O+Q+1 4 1+C2+D+C2+1 4 1•L2+O+C2+1 4 1+Qap+Q.1 2 f+Q+o+Q+t 2 1+Q+D+C2+I 3 1+C2+O+Q.1 4 1+Q+0+C2+1 d 1+Q+DaCTa1 4 m Cwt- 11391-13M7 1+C2+7•Q+1 2 1+C2+NQ+1 2 taQ•1+C2+1 3 1+C2+/+Qa1 4 1+C2+1+C2+t 4 t+C2+1+C2•I 4 1+L2+1+C2+1 2 f+C2+1+C2+1 2 1•C2a1+C2N 3 1+C2+1•Q+i 4 1+Q,1+C2+1 d t+Q•1+C2+1 4 60. %-%-% 13388-15.300 1+C2+/+Q+1 2 I+C2.1+C2+1 2 1+Q+1•C2+1 3 I+C2.1+C2+1 4E1+C2+3+C2+1 C2.1 4 1•C2.1+C2.11 1+G2+1+QN 2 1+C2+1+Q+I 2 1+Q+1+Q+1 3 1+C2+1+C2+1 4 i+C2N+Q+i 4 I+C2+1+C2+1 4 '/-}f-y 15.MI-19.MI 1+C2+0•C2+1 21+Q+0•C2+1 21+Q+D•Q+1 31•Q•O+Q+1 4+C2-1 4 f+C3*0•C3+t! 1+Q+OHx+1 21•C2.O+Q+1 21•C2+O+C2+1 31+Q+0+C2+1 41+C2+OaQ+14 1+Q+0+Q+1 4 Cuslom 11.391 - 13.397 t+C2+NQ•1 21+C2+3+C2.1 2 1+Q•3+C2+f 3 I+C2a3af2a1 4+Q+1 4 1+C2a3+C2+1 4 i•N2 C2.1 2 taQ+3.Qa1 21+Qa3+Q+1 31•C2+3+C2+1 4 1+Q+3+C2+1 4 1+C2+3-C t 4 75' y_'/,-+/, 13390-19.110 1+Qa2+-i 21+12 2+C2+1 2 1+C2*2+Q+i 31+C2+2+Q+1 4C2+1 4 I+C3.2+C3+1 4 1+Q+2+Q+1 2 I+Q+2+Q+1 2 1•C2+2+C2+1 31*C2+2+Q+i 4 1+Q,2+Q+1 4 1+Q+2+C2.1 4 Ya-Yi-Yi 19.111-24A41 1+Q+t+C2+1 2 1+Q+1+C2+1 2 1+C2+1•C2+1 3 f+C2+1aQ+1 4a C2+1 4 1+C3.I+C3+1 4 1+Q+1+Q+1 2 1•Q+1+C2+1 2 1+C2.1+C2.1 3 1+Q+1+C2+7 4 1•Q+1 •L2.1 4 1+Q+1aQ+1 / Clatom 10,360-HI3 7 1+1 2 3+C2.1 2 1+C2a3+Q+1 2 1•Q+3+Q+1 3 1-3+Q+1 4 .C2+7 4 1-M-3a C3+1 4 1+C2a3a +1 2 1-C 3•Q+i 2 1+Q+3aC f 3 1aQ+3+C2+1 4 1+C2+3+C2+7 4 1+Qa3•C2+1 4 1. J(_}4_X 19398.24 ]80 f+C2+3.Q+1 2 faG2*3+Q+1 2 1+C2+3+C2+1 3 1+C2+3aQ+1 4C2+1 4 1+C3+3a C3+1 4 1+Q+3,C2+1 2 1+C2+3+C2+1 2 1+Q+3aQ+1 3 1+Q+3+C2+1 4 I+C2+3+C2+1 4 1•Q+3aQ+1 4 Custom 24381-W0 taC2+-1 2 i+C'2+2+C2+1 2 I+Q+2+C2a1 3 1a 2+C2+t 4C2+1 4 I-M-2+C3+1 4 1+C2+2•Q+1 2 7+C2+2•C2+1 2 I+Q+2+Q+1 3 1+C2.2+Q+1 4 1+Q+2+Q+1 4 1+Q+275-1 4 120' Yi-J$-Yi -30.360 1+Q.3+Q.1 2 1+C2+]+Q•1 2 1+C2.3aC2+1 3 1+Q+3+C2*I 4 C2+1 4 I+G3+3•C3+1 4 1+Q+3+Q+I 2 1+C2.3•C2+1 2 1•Q•3+C2+1] 1•C2.3+C2+1 4 1+C2+3+Q+1 1 1+Q+3+C2+1 4 PRODUCTREVISED BpI1dIn �Codewith Ne FlOAda NOA-N,. 17-0411.08 Expiration Bale 09/2412020 By per ADDED NOTE TO ANCHOR CITY. TABLES. d Y m > E K m� o O0') Qo ❑ p rc (7 r Fm efe0 � lO yy aK O th ! 9 = d z�� UI=Ui,- O F-< J a+�D Z m F W J J DD L! 0 ®$ Z of T 1•zc C j Q H a F- Z z qc < Q O 0 O rc U N Of V Q 0 \\1111111111j7 � NY LYNN ' * ; No, 58705 'p WINDOW WIDTH -5928 SEE TABLE 14 FOR DESIGN PRESSURE NOTES ,n iATE F '•MIN, SASH 3IZE= 2 t FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3A). SASH SIZE IS AS PER THE F '.;i -` Max. Anchor O.C. Anchor FIGURES ON SHEETS BO. 'i�Sts� ORIOP-.-'G\��; Spacingior"Integral- GroupF 31FOR 5EE IMSNOTRAGUDE OUBINGTTHE ENEXT AVAILABLEIMOTHORHEIGHT DIMENSIONSHOWNONTHETABLE. 'r77�NALIEN+t```` TAKES- Fin"Installation 3.T 4)•1/a-1/2-114'AND'1p-1/31/3•INMENTETHAT THOSE STANDARD SASH CONRGURATgNSFALLwrrHiNTHESASHWIOTHRANGE A.LYNNMtLLER,P.E IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE HANDS. P.E.e 50]05 TABLE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX C.C. SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOXWlnd,ws k� LI-1 11 IllW H.9 � S' He".I'-i""Jj NT Range &) Hea,& SIR IHd&Gn E..d.SI. Haad&SII Hsm&sllfI, .-EHe.d&SII EH-I&SUI H-ei.-HI Ilml Not Alb Wed 00 00 0 • 496666 0 • . . . . 2jI-C2-0.C2-I 3 C2- 12.lIa I-C2-0-C2-I 3 4&118' Y-m- li, � NIS I'm 211-��l 211-�NC2-1 3 IC2+0-C2-I 4 i+M+NC2.1 4 3 I+C2+0.M+1 4 I+C2+0-C2-I 4 I-Cs-111 475�4' *550 1+ I+C2+0-C2-I 211+�.M+l 2 14C2O C2-1 3 4 1.p.0.p.1 4 CS.� 1+ 0+ 62-1180 0 0 0 Cust- 0 11.391 12.040 Ok.070*327 2 2 3 I+C3.NC3.1 4 4 1�+O+�l 2 I. 2 ICZ+f 3 1+C3+0++i C3 4 I-C3+0+C3-1 4 I+C3+0+0+1 -13.3" - 17.016, I+C2+0+C2+1 2 T+570+CZ+ 2 1+¢ 3 I-C2+NC2-1 4 T+C3- +1 -C�0-0-1 1+C2+2+C2+1 2 1--] 2 I-M+�l 3 1 +C3+2-03+1 2 i-C2+2+C2-1 2 I+CNNCII- 3 + 10 1. 1�CZ-1 2 i•C2+3- 4 4 I+C4+0+N+I - Cuabm i lolpi 133971 13-39s - 19.110 2 I+M-CN11 4 1-03+3-C3+1 4 1+C3+N0-i 2.I+C2+NC2+I 2 3 I+C3+3+C3+11 ! I-CB-3-0-1 4 1•�3�-i --g-Y, 3-4 Will -24W 1+�l 2 2 1-C3+1 3 +Cl�m� N�CN 11A�04+i 4 *So 0 Cualea, w --�- 17.841erl-W 1+C2+3+C2+1 2 2 1-<2+3+C2+1 3 4 1+0+4-0-1 4 1+C4+4+CI+I I+C2-3.C2+1 2 I+C.I�C2-1 2 i�2+3+041 3 1+��l 4 1+C3+4+C3+I 4 1+00N04+1 Y.-A-)i RAUdla"i I,a+NM+l 2 2-C2+2-C2+ 2 2+C2-�C�2 3 2-C3- 11, 2+Cl*�C3+2,! 24C,143*04+2 �+I)+�2 2 �I5+M+ 2 2+C2+3-C2+2 3 Z-C!I�C$+ 4 2-CII�C�j 412+�..CO�2 _%31-Y, 1 2+�2+C2+2 2 Il+�+..-2 2 ;-=.rC2+2 3 N��M+ 2+=+.� 2 �-=+2 2 2+02+YCN2 3 2+Cl+� 4 Y, 1 LTlIl � �;�7 I+C2-0+C2-Ij 2 1 2 1 1�0+a-1 I 311--1 4 11--114 4 l 1-112 11--1 2 11--111 11-W-L-1 111--1411--1 +1 2 1�+O+U-1 -��C$-1 4 i�.O+CIII 4 1+C��. 2 1-- 4 4 se Is l+m+o+c2+i 311�CII�l 4 1 +Mil Ii.IXII .13.U7 1-2-0 2 =�M+l 2 �+02-NC2-1 3 1-CII-2+C2+1 4 1+0+2+M+l 4 +C5+2- 4 1+CI+I+C2- 21 2 '1 4 4 8T X-)J-% 13.M I+CZ+2+CII+I 2 1�0+2.U-1 2 C2.2+C2+1 3 I+CI!+2+ZI 4 4 �+0+2+M.l 4 I� I +U+l 2 I+C2+I+C2+l 3 4 l+C3+1+CI+1 4fl-I.C3+1 4 1 2 _ +1 M+ IS.Ml 49.5,11 1-+CI?-�i 2 1��a+l 2 3 l,CII+G+M+l 4 1+�+W+l 4 1-0�1+1 4 2 1�1 -�C�l 3 4 1•p+l 4 4 Cuat- 11.391 13,397 l+C2-3-C2+I 1 -3�+l 2 1 �U-1 3 I+U+3+C2-1 4 4 1+0+3�+! 4 1+�NM+j 2 2 3 1+12+3IM+l 4 I.W-3+C3+l 4 4 CS+ �+2+-- I T 7T Y-X-y 13.398 .19,110 I+C2+2+U+l 2 I.M+3�+l 2 I+C2.�C!0 3 1+0+3+C3+1 4 I-M�3-�l 4 1+0,1+3+04-1 4 1+M+�.-1 2 1�.2+CIZ-1 2 !+C2+2-C2+1 3 4 1�0-2+C3+1 4 1-2-U�l M-Y,% 19.111-24.641 1+=�M.l 2 I+C2+0+�l 2 1+ + C4+0+C4+1 i-W�+l 4 l*-C4+1 4 2 2 3 1+�0+0+1 4 l+C4+0+C4+1 4 l+C4+D+C4-1 4 I S 17.611 .19.397 -+3+U0 2 I+M+3�+112 3 I+M-W+1 4 1+0�1 4 i+C4+4+C4+I 4 2 1+CZ+II+C2+l 2 I+C2+�M+l 1+�.+l 4 i+C3-4+C3+1 4 1+04-4-C4+4, 4 or 34-�S-34 19.11116 .24.- 2 2 "C2+4+C2+1 3 1�1-4+M+l 4 I+M+4+�l 4 i+04+4G4+1 4 1�+I?+M+l 2 I+Q+�U+l 2 1+C2+3+CZ+! 1+ M�l !+M+3.C3+1 4 U+ + _3 2+�+ +W� + I 124.361-31�6,11 �M-2�2 2 2�3-M+ 2 2+C2+3 C2+2 J+3+W�2 4 2+0�3+�2 4 2+C4+��-2 4 1-��C2+1 2 I+=-2+U-1 2 3 4 2+MM+l I+U-2-01+11 4 1 4 .+ -i ! i'El+ + +2 12V 129.841.3Z515 F+.-�2 2 2+U+�- 2 �M+41,M.2 3,i C4+41+CO2 2+CIZ+�=+ 2 2.U+3+.C2+2 2 �C2+�C2+2 2j+C3�C3+ i7- 4 2+U-Cll� 4 2H C3+ 4 ��+t Ei + 37518-39841p+ -3 2,C2+3,CZ-2j3j2+C3+4+C3!j 412.C4-N:1 12.M-05+214 2+C2+2-C2- 1w Silt J�C�3�21212+M+� 2j2+=4+C,+2j3J2+C3-4+C3+� 412+0400a+j 4 N.-C&214 1 2 12 -4+.+ 4 2-C4-�CO214 NOTES, SEE TABLE 15 FOR DESIGN PRESSURE I)FRAMEDIMENSIONS ARE SUCK WIDTH AND BUCKHEIGHT(SEE SHEETS SIZES WINDOWWIDTH-60.72 SASH BUIE 0 AS PER THE FIGURES ON SHEETS 541, 2 FS GLASSTYPES 10A2 &14-16 "MIN. SASH WED 32� FOR SIZES NOT SHOWN. ROUND UP TO THE HtEII(T AVAILABLE WDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. BE - IN, WITH SEE SHEET 9 FOR A "GUIDE TO USING THESE TABLES. LON I.RAL 4)'VL1/2114'AND"l INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWTHIN THE SASH WIDTH RANGE MAY NOT �1� FIN IN THE ADJACENT COLUMN113C�USTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 2 PRODUCT REVISED c.-IV Me F1.6ft NQA-.& N.- 17-0411.08 F-hab.. ... 09/2412020 By -DEC NOTE TO ANCHOR QTY. TABLES. i?j 0 0 0 O E dm A _ 0 le z -8 F- Of LL 0 _j ER V) _j In z z LL 0 0 N (If z 0 No 0 ST V4, 'ORIO. A. LYNN MILLERF.E. P.E.05$7W Ga., T'- Anchor Quantities for XOX Windows 14 - 1fi Sssh Saeh 24' W9tt ]0' Hklptt 36' Ha191d 46'54" "I"' 63' WIphF 24` Hle'Oh1 30' Hei9tt 36 WipM IB' Fk(9N 54` Hdght 63' WIpN Fbint Leal Cm19�a'atl9n VAd Range �) Wad 3 SB E Wad 8 591 i �E Ikad 8 3il Fbed 8 SIB m H®d 8 SIII Ftad & Bdl q Fked A 601 $ Flead 6 391 m Fkad L tll }ked 8 6B p Heatl 6 SiH E F1eatl d SN q R! AnNor Gro pA Anchor GmupC 3 1),r 1 Ya-K-K 11]91-11.791 Not Alomd • • • • • • • • : • • • 1+CkbCk1 21.Q.0+R.1 2 I-D.C2+1 ] 1•C2+O+Qa1 4 1+RR •0++1 4 1aCkbQ.1 4 3E K-K-K 12306-12.306 1+R Ck1 21.R.D+R+1 2IaCZabQ.t 3 HQ+D.Q+1 4I.C2O.R+I 4 I+CkO+p•1 4 dS1/E X_K_X K-K-K 11.301 -aw 13398-14.6W 1.C2.O+Ck1 2 1,R+D•Q+1 2 1.Q.bQN 3 HC9,0 C0+1 4 NO., 4 I+G.D+G.1 a 1+QW+Ck1 2 1,R+bC2.1 2 »G2•D•C2.1 3 /•C3.0.C3.1 4 1aCk0+C3+1 I I+Ckbp.1 4 47�4' X K-X K-K-K 11.391 -12207 12m ls.ssi 1aC2-0C2 l 2 1.Q+O+Q+1 2 1+R•bR•1 J 1•CHO•p+t 4 Hq,O+pal 4 t+CH0.C4.1 4 1•Q+OM3+1 2 I+Q+0+Q+1 2 1aQa0-Q.1 3 I.p+D•Ckt 4 1+C3.0+C1,1 4 1+Ck M+1 4 52-1/E O1slan K-K-X II.391-12.018 12017-iJ.J97 1•Q.0•Ckl 21+LkbQ•1 21+p,bp•13 I.C3+O l 41+C4.O+U+1 41+G+OaG+14 1+Q+bCh1 2 NR+O•R+1 2 1Op+0+p+1 ] 1+p.0•C3+1 4 NUM•U+1 4 1+CMbG+1 4 X-K-K 13.399-17.016 1+Ck0+Q+1 2 1,R,bR+1 x 7.p+bGMi 3 1.CJ•0•CNt 4 1+G+O+GO1 41+G+bU+1 4 6V Qlatan X-K-X 11.387 -1l,]W am 15.3e0 1+Ck2aCk1 2 HQ+2+R•i 2 1+Q+kCki 3 1+C]+2+C3+1 4 Hpax+p.1 4 1+U+kU+/ 4 Ha 1-C2,1 21+R.2+Q+1 21,Q+2+R+1 3 1+1-2•GNl 41+C3+2+ +1 4 I+G+k +1 4 K-K-K 15.361-19.64I 1•Ck0•Cki 2 1.Q.O.C2+1 2 1+C3+O+p+t 3 1+G+0•CN1 4 1+CND+GN 4 lH +b l 4 3 75' O tam X-K-X 11.361-13.307 3999-49.110 I+Q IHC2+1 2 1+Q+3M2.1 2 1+Q+kC2+1 3 1.C5+3+C3+1 4 1+04+3+04+1 4 1+G+3+U+1 4 I+Q•kQ+i 2 1•Q+NM+1 2 I+Q+kM+1 3 1.C3,3.C3+1 4 1.01.3aG+1 4 1+G+YG+I 4 X-K-X 19.111 -Nvt 1+C2,0+C2a1 2 NCJ+Wp•1 2 I+p•0•p.t 3 HU+O+04+1 4 1+05+O+0+1 4 1.L5•bG6+1 4 • • • • 9E• MWIn X-K-X - .JW 1 M-24.360 1+R+NC2+1 T 1+Q+3+Q+1 2 HQ.3•C2+1 3 i.p.4.p+1 ! 1.04-0411 4 I,G•4.U+1 4 4 1+C4+3•CA+1 4 I+R+3+Q+1 2 I+R.3+Ck1 2 I+Q+HCIHI 3 HG+4+04•1 4 1.04-1 K-K- 2 .3 11T41 HQ+2.R•1 2 2Q-kD T 2+Q+kR+ 3 2+C4+3+U. 4 k04•3+G+ 4 1+G-2-i 4 • 1N' X-K•X K-X-S'a 29641 15 32518-3B.64f 2+C2.3+Ck 2 2 2+R+kQ4 2 kQ+3+Q+ 3 2+C0OC4+ 4 2+G+4+U. 4 2. 3+04+ 2+Ck2+R+ 2 NR+kR+ 2 kQ•NQ+ J 2-0O3•G. 4 kG+kCN 4 2+G+3,041+ 4 1b' Caa4m r-98.641 kC2+3+Q. 2 2+Q+3+Q. 2 2+Q+J+Q+ 3 2+GONG+ { k0H4.G+ 4 2++ 4 C4+3+G Anchor Group8 Anchor O pD 35-1/4' %-K- .391-1.101 1+Q.0+ H M Q•1 2 1•Q+bQ*I 3 1+Q+0+R+1 4 I+Q.bQ+i 4 1+Q+D+R,1 4 1aR.bCk1 2 i+Q+OHS+i 2 HQ•bQ•t 3 1+Q+bOk1 4 1+Q+O+C7.1 4 1.Q -i 4 •3i K-X- 12 -1 1+Q+0.4�•1 2 +bQ+l I I+C2+0•Q+I 3 1,Q+0+Ck1 4 I+Q+bU+I 4 1+C3+0+C3+1 4 1+Ck0+Ck1 2 I+R+O.R+1 2 HR.bQ+I 3 HCkbQ+1 4 I+Q+O C2.1 4 1aC3+bpa1 4 X-K-}: 11.391 • 1 A0! 1+Q1p+l+• • 1♦Cb' R+l 2 I.a-1 3 1.p+0ap.1 4 1.C9+bp+f 4 1.G•0+C1+1 4 1<2k0+Ck1 2 1•Q-1 2 H+ +bQ+1 3 I• C3+1 4 I+p+bp+1 4 1+0NbG+1 4 �� K-K-K 14.667 7.Q+bCki T 1•R+bCk1 2 7.Q+O+R+1 3 1+C3+0+C3+1 4 f+p+bC3+1 4 HpW+C3+1 4 1+R+o*Q•1 2 HQ•C+Q•1 2 lOC2,bCk1 3 1OCk0+p+i 4 l+p+0+p+1 4 1+C3+D+p+1 4 11.391 - m HQ+b 0+O+C l 2 1,C2+bR.1 3 1-+b l 4 i+p+O+p+1 4 taGW+U+1 A 1.CNbCk1 2 1+R+bCk1 2 1•Q+bCN1 3 1•p+0+C3a1 4 1+p+0+p•1 d 1.G+0,C4.1 4 K-K-K • •2VW 15536 1+R +1 2 1+Q Q+1 2 1+Q•bC20 3 1+p+0+C3+'I 4 1+p+0+p+1 4 1*C3.0.CJ.1 4 1.0 C2+1 2 I•Q+OMS+1 2 OC2. C2+1 3 1+C3+b l 4 ICM-CHi 4 1.C• 3+1 4 Custom 11.391-11.1. 1+C1 +l .NM. 2 Hp+0.C1+1 31+p+0•C3+1 41+01+bG+14 I+CG+0+C4+1 4 1+CN C2+1 21+Q+0•Ra1 2 1-0+ 1 31ap+b l 4 1+U+ 04+1 4 1+C4+OK1+1 4 lit•/E X-K-X 2017-113W HR+ i + +1 2 7+p+bp+1 9 1,p+0+p+1 41+G*bU+1 4 f+G+D+G+1 4 to (HR+1 2 1+R+O+QN 2 1•p.0•p.1 3 1+CNO.p,1 4 I+GOO+Ga1 4 1•C4.0+C4+1 4 • • K-X-K 133W-11.018 1•R+O+Q+1 1aQ+bC2+1 2 I+C3 C3+1 3 1-0a +l 4 1+G•D+U•I 4 1+01-1 4 1+C2,D+C2+1 2 IOC? bU+i 2 I+p+ l 3 1+G3+O.C3.1 4 1+G.O+G.1 4 1+U+bC4+1 1 # Oabm 7 - .39T 1.Q+ .• N� +Q+1 2 I+Ck2•R•1 3 1+p.2+p+1 4 1+C3+ -1 4 1-2+U+1 4 1+R.2+Q+1 2 /+R+kQ+1 2 1.Q+k 1 3 t0�O -1 4 I+p+2+p+t 4 1+U+2+U+1 4 6Q' i•S• 1 98-15.360 1.Q+2+Q+1 2 1+R+2+C2+1 2 1a 2.Q+1 3 1+p+Z+p+l 4 1+C3+kCJ+7 4 1•C4.2*C4+1 4 1+Ch1+Ck1 2 1+R+I+Q.1 2 I+Q•1+Ck1 3 I•p+t,p+1 4 1+p+t+p+L 4 1+G+1+C4+1 4 K-K-K 15361-19.Ml 1+Q+ p+1 2 412b -i 21+pabp+l 3 1+G+O+C4a1 4 taG+0+Ua1 4 1+p.0+C5+1 4 1.C2M+C2+1 2 1+R+0•C2•I 2 1.p+bC3.1 3 1-CH +I 4 1+04 •U+1 4 1+C6+O+C5+1 4 Dus1Cm• 14p•-13.397 7+R• + 21+ +CN1 21aC2a3+Ra1 3'HC3O3+p+1 41+G+3.G+1 4 HG+3+G+1 4 1a0k2.Qa1 21ORO2H3+1 210QayQ+1 31+p+3+C3+1 4 1+G+J+Ga11 I•C{•3.G4.1 4 75• X- 13.396.9. 110 1+Q•2 +1 2 1 +Cki 2 1•C2.3•Q+1 3 1+C3+3+C3+1 4 1+G+-I 4 1+G.3+G+1 4 1+C2Q-1 2 1+Q+kC2+1 2 HQ+2+Ck1 3 HCk2•C3+1 4 1+G+2aU+1 4 1+U+kC4+1 4 N.611 1+Q+bQ•1 2 i+C3.O+CJ+1 2 1+C3•D+pH J 1+0Hp+G+1 4 1aC5+bG5+1 { 1•C6+O.C5+1 4 1+C2+O+Ck112 I.p+0+p.1 z 1+C.9+bp•1 J 1*G+D,G*1 4 i,CS+O+p«1 4 1+pabC5,1 4 C Ion 1T.Bd1 -t0.W I+Q+3+Q+1 2 1+Q+3,Q+1 2 1+QN+Q+1 3 1-4-1 4 1+G.4+G+1 4 1+G+4+U+1 4 1+Q•S+C2+1 2 1+QN+C2+1 2 1.Q+3+Ck1 3 1+C3H+Ckt 4 HU+4+G*1 4 1+N+9 C4+1 4 DE X-X-X 19.396-24-M 1 U+3•Q+l 2 1+Q+S+Q+1 2 I+Q+4+Q+t 3 I+U+4+G+i 4 i+C4+4,CA+1 4 1+G.3+U+1 4 HR+2+Ck1 2 1.Q+3+Ckt 2 1+QO3+Q+1 3 HG•3ad•1 4 1+U.kG.1 4 1+G+3+G+1 4 K-K-K 24.361-J1.611 2+Q•2•Q.2 2 2 Q+3+Ck 2 2+Q+]+C2.2 3 kG+3+Cl+ 4 2+G+.C4- 4 1+G.2+U+1 4 1+Q•2+C2+1 2 HU+2+Q+1 2 1+R+2+R+1 ] HG.kG+1 4 1+U+2+G+1 4 i+G+2+CH1 4 X-K-X 29_G1-32.515 +CkhCN 2 2+Q.3+C2+ 2 2+Q+4+R+2 3 2.G.4+G+ 4 2+Ga1aG+2 4 2•G.4a + 4 2+C2+3+CN 2 kQ+3+Ra2 2 2aC2a3.Q• 3 kLl.4+U+ 4 2+U+4+G+ 4 2•C4+3, +2 4 1p, X-K-K 32516041 +Q+S+Q+2 2 T+R+3+C1+2 2+C2+hQ+2 3 2,Gµ,Ga d 2+G+4+U.2 4 kGN*C4+2 4 2*Ck2aCk 2 kM+3.Q+ 2 kCk3+Q• 3 T +3+U+ 4 2+C4.3.CN 4 2.+2+G+ 4 140' Cuatom -38.641 +Q+3aCk2 2 kR•J•Q+ 2 kQ.4+Q+2 3 2+C4+4•G0 ! kUaq+Ga2 d 2•G•YG.2 4 3*Ck]+Ck 2 kC2-C2, 2 2+Q+3+R. J 2+G.4*CA+ 4 kU+NG+ 4 kC4.3+U+ 4 1,) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS3�F acc Pelt ie run ucaiury rnca�vnc _WJNDOW WIDTH-fi0.M SASHSIZEIS ASPERTHEFIGURFSONSHEETSBB. "MIN. SASH SIZE- 2 2)FOR SIZES NOT SHOWN, ROUND UPTOTHE NEXT AVAILABLE WIDTHG3 HEIGHT DIMENSION BHOWN ON THE TABLE. 3) SEE SHEET 9 FOR AGUIDE TO US. VO THESE TABLES. 4) `1/4-112.114" AND'1/3-1M rl INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WFHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM- INDICATES THAT NO STANDAR➢ SASH CONFIGURATIONS FALL W THIN THE RANGE. I ..... T REVISED eu0q inp with the Florlaa amg Yua. NOA-No. 17-0411.08 Btplrafion Cat. D9/24M= By Ml.m .n ro m ...ET), NOTE TO ANCHOR OTY. TABLES. ti Y DO n j '^.b > 0 4 O G5 O 0 O • _ Z rp - DEW O U) f Z 'Q 2 J OMo m W40 LL J O J t0 O Q lU J Q 10 0 O z clna6 o o tJ a o = clit 'a aua5 A3L1 III/7 �. "YpNY L..... ., * No. 58705 3ATE� ENC, 0. LYNN MILLER, PE P.Fya WNS Bill of Material A Part Description Material 1 W121 Fame Heed, Sig and Jambs - JCt—1 PVC 2 620122 Form Flead, Sig W Jrrba-Fbrlpe PVC 3 520123 Frame Head, Sill and Jrr. - Fin PVC 4 e20124 Rome Head, SIII rd Jambs - Epal Leg PVC 13 62D172 Anii-Lift Imert/him Cver PVC 14 82D131 Fixed Meeting Pail PVC 75 620158 Track Imam 80113 TS Al 620129 Sash Rail (Sides, Top & Bottom) PVC 17 520166 Monorail Som TS AI 19 e20156 PIN Rao birbck BOON TB AI 20 620144 Pul Rail Interbok C— PVC 21 620150 Lil;ht Sash Relnton-narlt 6063 T6 AI —TO 22 620151 Stardnd Sash Reinbmamant 6069 Al 23 620162 HO Sash Relnlomenrnt W53 TB AI 24 620153 Standard Meeting Rail Relnb2ement BUDS T5 AI 25 620154 HD Medttl Rail Reirlo— r nt BOOS T5 AI 20 020155 H.DNi•toFbW Meeting Rell Reinforcement 6005 TS Al Z7 7t94 1/PPA x 1-1W "PH SOS (Mmorall Screw) 410 SS tfi44 We OP.187' x .270' Fi•Pile 29 51710 We rsblp, .18r x .220' P* Prl• 30 x 1 PH DS (Interlock MFMr•Y) 61,Ig Sc 410 SS 470012PPA #e 3-11 H SMS (Feed Meeting RaU Screw) 41088 32 71MOP MeeBrg Ran Straw Suppat P151. • W63 T5 AI 7M210 Waep•Iole Corer PVC 14. 720187 FsfaOetbn Screw Hole Plug00- PVC 37 197 A k • C Steal 720199 k • Cast? 391 720196 VpL A Look ebM Assembly • • • • • G1 z- 40• • -ZfK. FH BOB (Auto and Sweep Lock Straw) SS 41 720200 uto and S. Lack Keeper• Cast zinc 42 X34PPA #* r PH SDS . 17 Straw • 55 612FPTX #8 x 1/2' FPH Tek nt SS 44 L.-*I* Top Comer Key Nylon Leedseb Boom Cnrtrar Key Nylon IB L. rKay • • • • Nylon 47 Batton Carts Key Nylon 48 720204 Wheel • • Nylon 820135 ead • PVC 74 Back bedC GE 7700m 1 Silicone 75 71689/5 •ek Q/8' x 2' x 118'1 95 ,/- 5 dwo. EPDM 80 Blom RDLLbrtred Semen Alum et 81012 Extruded Screen Forte Alum 82 Extruded 5craM Sp. I Bar Alum 83 47042W Screen Comer Key with PIN Ring PVC 84 47041 WICKGLB Screen Comer Kay No Pril Ring PVC 85 7CASPM Temicn Spdrg SS 86 6181WAB Scraen Cloth Flberylass 87 61635161814 .140' Scream Spllre (MachkWHNrd Rolled) I Vkryl NOTES: ,) REMS # 5-12.18. 35. 36. 49-71 & 73 ARE NOT USED AND ME NOT PART OF THIS APPROVAL 2) PVC BY ENEROI W WDOW AND DOOR PROFILES. LTD., TO BE LABELED FOR APMA EXTRUDER ODE. 3.500' -.. II 3.500' 3.500' .062• -��- .06Y �� .06Y �� .062' 7. a I. . F, c u, 62S 1CHANNEL .625' FLANGE FRAME FIN FRAME EGUAL LEG FRAME -r- LL 1.375 O SRAkIE HEAD, SILL O Bs HEAD. SILL 8 1'375 O HEAD E D SILL & O4 A�SILL & I}1.8411.�' L 1 son { r , 43r F^ c - I I 2.1ar 2176' 'D%'�17 � .580' A71' 030 13 SERT BTRIMI COVER 14 MFT RAIL EETING RAIL 15 XED TRACK 16ISASHRAIL ,9 INTERLOCK O ILIFT RAIL NNTERLOCK OVER .300' f .316- �I .070'� 1105 µ .175 A�yT�J�-I -75r0' .]64' Ili, .7r]15- -f �_O,U`D DED LIGHT STANDARD ]2 BEAO NG O SCR EN (FRAME 81 SCREEN FRAME 21 REINFORCEMENT O SASH�NFOREMENT 11IG70U--MILLI([[-- � ,.I BT � � 1.Im- I--- � I"'- .260' 1.�. I+- .D7D' .7R1'U 'G.,3D' '.j .610' 11 111 T 1.331- 1-�- _...� 1� 64' L -1-1 1.340' (+ 23 HD SASH STANDARD 24 MEETINGRAIL HO MEETING O RAIL HO HR METWG 26 RAIL 17 MONORAIL PRODUCT REVISED plying with Ma Florida REINFORCEMENT RENFORCEMENT REINFORCEMENT REINFORCEMENT au0dlrr9 Cod NOA-No. 17-0411.08 R o.� Expiratbn DaN nanozD JR 03/27/17 aGEeTiasHEET. By aramwa ro ucl Centro * ® wxpuon: 9raan ei- WINDOW EXTRUSIONS & BOAR J ROSOWSKI ,�coo,m}4xaaan i C�4'`S,S'riy'�:i�4NPO4.AREP4E 107o TECMMOGYDRIVEN. 'emu HORIZONTAL ROLLER - LIVI 5155 GP�.� ,eati. m3m1Za5r �m wHR-5510 dNTS ua.kre xo. R �.N•R' E`� .IMaLD5] vmmEa c 1S7 OF 18 -0 MD-HR55101 �� 1s SASH TABLE 29: ASSEMBLY MITERED FRAME RI RI 1 INTERIOR AND EXTERIOR DETAILS Q FRAME WELDS \ 8 42 05 ` \. EXTERIOR ATTACHED TO 32 SASH PAIL 1 \\ \ z Xa 48 1] ATTACHEDTO103 FRAME JAMB 2] EGRESS LOCK is 3] DETAILS LNOT TOSCALE 39 • • • 88 • a'i DP e4 � �, I toa • • i \„ • 8] / �- ' OPT. AUTO LOCKH• •• • S �. PRODUC.T REVISED • • • 20 ATTACH -TO BYitdiO PlCod. itli the Florid. • • • • • 48 FRAMs JAMa 106 NOR-Ro. 17-0411.08 • • Ei I ftn Data 09124l2020 • ••• + tot ••• • •• 42 OO By • : • � • • • • 1a is roallo! control • • OPT. • • • J8 102 • •• • •• • X4 f 40 41HUT • • •I • • 42 t OPT. SWEEP LOCK FRAME IAMB ATTACHED O • • 88 O� B1 15 1070 TECHNOLOGY 2DRIVE 75 • • • • • • • • t MITERED FRAME E WITH N. VENIOE• FL 300 • INTERIOR AND EXTERIOR tO (B{1r{80-1 fi00 • FRAME WELDS • CERT. OF AtRH. /28288 SCREE11111i1 ASSEMBLY •'% Y LYN,y,�i,, RJR 03/27/17 NOOUXc2srwstt-r. DETAILS Pr' ..FP =; R.ws.a et- ttoee.a.wion: _ * ; N0. 58705 B3 OR 84 O EXTERIOR FRAME Ap'•_�AI �� ; EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY NOTES; DETAILS %, S/ NG HORIZONTAL ROLLER - LM 05/15/15 1) GLASS AND SOME PARTS/OPRONS NOT SHOWN ON DRAWING FOR CLARRY. ® ///�NAL1Ettxt`�` S-*/Mne.B Swlc' SAart Dmwla9 Na R"r. 2)J-CH NIEL FRAME SHOWN. PART A 1. OTHER FRAME TYPEB APPLY. ALYNN MILiER P£ 37 FOR REINFO RCEMENT TYPES. SEE DETAILS ON SHEETS ae. P.EN 58m5 HR-5510 NTS 18 OF18 MD-HR5510-01 B Egress Lock Bill of Material # Pert# o3¢nP1Im Nlaurtal 100 7MG/D24 Multi -Point or Ust 2)nc 101 73340 Optrala man8n9 Plate Sad 102 72015 Mule lak K Ahmiwm 100 7711214 MulB ' 1 Lzr:k Guide Nylm 1lM 220277-221 T. Bar VaaM SainMss StaW SdnleBa Strl 10.5 77024Xt2HFX tnD z 72 HH MS 108 107 78XIFPAX 7N06FPTX #8 x 1" Ph. FH EMS x 9r4' Ph. FH SOS SdrJaaa Sad StslNesa Stdd • • •