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WS-18-3656Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit No.: WS-12-18-3656 [} - Permit Type: Windows/Shutters I. Classification: Window/Door Replacement Permit Status: Approved Issue Date 12/12/20181 Expiration:06/10/2019 Parcel Number ( 9225 N MIAMI AVE, Miami Shores, FL 33150 1132060130220 1 Contacts EUNICE TROOP WATSON Owner 9225 N MIAMI AVE, MIAMI SHORES, FL 331502241 Other: 3052592318 THE HOME DEPOT USA INC Contractor RAQUEL SWANNER 2455 PACES PERRY RD, ATLANTA, GA 30339 Business: 9543360881 Description: WINDOWS REPLACEMENTS 12 IMPACT Valuation: $ 18,670.25 Ins ection Requests: REPALCED WS17-2583 305-762-4949 Total Sq Feet: 0.00 Amt Paid Fees Amount Payments Date Paid Windows/Shutters Fee $110.00 Total Fees $110.00 Total: $110.00 Check # 17570 12/12/2018 $110.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 0ninq. Futhermore, I authorize the above named contractor to do the work stated. t i Signature: Ov� / Applicant / Contractor / Agent Date December 12, 2018 Page 2 of 2 1039 &555 /d/;"?/ Miami Shores Village RECFI .'EU Building Department DEC 1 1 Z01 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 L BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20(n Master Permit No. iW,S-10-17-2583 Sub Permit No. `�N ,(� )i b - 3G5,-o ❑ REVISION ❑ EXTENSION QRENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 9225 N MIAMI AVE, MIAMI, FL 33150 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-0220 Is the Building Historically Designated: Yes NO Occupancy Type: RESI C Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EUNICE WATSON Address: 9225 N MIAMI AVE City: MIAMI State: F L Tenant/Lessee Name: Email: BLESSALWAYS@BELLSOUTH.NET one#: 305-759-2318 one#: p: 33150 CONTRACTOR: Company Name: THE HOME DEPOT Phone#: 954-683-9982 Address: 2455 PACES FERRY RD C-20 City: ATLANATA State: GA zip: 30339 Qualifier Name: RAQUEL SWANNER Phone#: 954-683-9982 State Certification or Registration #: CGC1514813 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: - Address: City: State Value of Work for this Permit: $18,670.25 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: PERMIT RENEWAL FOR WINDOWS Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of , 20 , by � tJJ)&4SOYl who is personally known to me or who has produced 3/ day of 20 j_5!!� by �a fu�/� .Stvahur , who is personally known to me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Commission # GG 2020W My Commission Expires April 91, 2922 _ NOTARY PUBLIC: Sign: Print:'L Seal: ********************************************************************************************************* APPROVED BY 7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). ture Date Print Name io-A6ssslw0.tsn v6-lo-l'7-3583 M BUILDING PERMIT APPLICATION Miami Shores Village Building Department OCT 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 + i Tel: (305) 795-2204 Fax: (305) 756-8972 v _ '16, INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20!1�� Master Permit No. W I I- Z7185 Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 9225 N MIAMI AVENUE City: Miami Shores County: Miami Dade Zip: 33150-2241 Folio/Parcel#:11-3206-013-0220 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) Address: 9225 N MIAMI AVENUE City: MIAMI SHORES Tenant/Lessee Name: Email: EUNICE WATSON State: FL ne#: 305-412-7842 Phone#: p: 33150-2241 CONTRACTOR: Company Name: THE HOME DEPOT USA INC. Phone#: 954-336-0881 Address: 2455 PACES FERRY ROAD C-11 City: ATLANTA State: GA Qualifier Name: RAQUEL G. SWANNER pp�� 2 Phone#: State Certification or Registration #: C-GCr 1014 9 [3 Certificate of Competency #: _ DESIGNER: Architect/Engineer: NSA Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 18,670.25 Square/linear Footage of Work: l ZO Type of Work: ❑ Addition 0 Alteration ❑ New ❑ /Re lace Re air p p El Demolition Description of Work: IdV k (N -ODUaS' YL11EF P LP -C- -rri1Ln+% l 2 'im p Ar C-T— Specify color of color thru tile: p: 30339 Submittal Fee $ CJ 1 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) 3 5 Wa_T 1 SS i n tW i ndau Iqti}-idovj- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 on 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. I Signature _ Signat OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of d c2t 20 1 '1 , by U N I C (:_-_ WPM1) _ who is personally known to me or who has produced FLI, • lb.L, as identification and who did take an oath. NOTARY PUBLIC: The fore instrumentwasacknowledged before me this day of c —1�cy 20 1-1_, by Q,14Q �E,t, L S(),)fii(1Q�; o is ersona y�o me or who has produced �•�.o� __ as identification and who di NOTARY PUBLIC: Sign: E I rRQCA �� Print: r�1 '_My Comm: Expires Jun 17, 2018 Seal: Commission # FF 133640 MARIUSKA MORALES r+es Notary public - State of Florida Commission # FF 220108 My Comm. Expires Apr 13, 2019 Bonded through National Notary Assn. APPROVED BY / Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk � lD3q (�535 - W�A-T(50� Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS-10-17-2,583 Permit Type: Windows/Shutters Pen t-rk Classification: Window/Door Replacem Permit Status: APPROVED Issue Date. 11 9/2017 1 Expiration: 05/08/2018 Project Address Parcel Number Applicant 9225 N MIAMI Avenue 1132060130220 EUNICE TROOP WATSON Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell EUNICE TROOP WATSON 9225 N MIAMI AVE (305)259-2318 MIAMI SHORES FL 33150-2241 Contractor(s) Phone Cell Phone THE HOME DEPOT USA INC (954)336-0881 ,e of Work: WINDOWS REPLACEMENTS of Openings: 12 litional Info: WINDOWS REPLACEMENTS ssification: Residential inning: 3 Fees Due Amount CCF $11.40 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $3.80 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $264.90 Valuation: $ 18,670.25 Total Scl Feet: 120 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-10-17-65501 11/09/2017 Check #: 14734 $ 214.90 $ 50.00 10/31/2017 Check #: 14663 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building I EJE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT:/I certify that alyth fq/�going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni Futhermore, a h ze tAe above -named contractor to do the work stated. November 09, 2017 Owner -1/ Kp-plicant / Contractor / Agent Buil en Copy November 09, 2017 1 Tom' F- C T--1 ` I p1l) 0 T 31 2017 u w DATE ZONING DEP 3Lr CE`'T_ __- r t'H ALL FEI)EFIAL 0 PI 1r" ICE WI SU AHD PEGIJATION X ,6 > J Q L r Eu 0 L Z Ln E N N 0 0 E 0 0 m 01 w M ., w E u w co m •••• • •••••• •••••• •••••• .. . ... . ...... 0 m J Y 0 N N FLORIDA BUILDING CODE 2014 -5th Ed. -ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES INT' P . _. 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1. 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 1 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positivel Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 49.1 53.2 65.4 536 58.2 71.8 E MIAMI-DADS COUNTY WIND PRESCURES 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 1 71.2 1 58.4 1 63.3 1 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF • • 175 MPH VELOCITY - FLXPOWRE D • • • • • • Building Height Roof Slope less than 10 degrees Roof Slope grggter •*?10 degrwmc• Positive Negative "Mite Negative z4 & z5 z4 z5 Pz4 & zFt z4 • 7.5 ; 0-15 44.5 48.2 59.3 •J8.6 52.8 5. 16-20 46.8 50.7 62.4 • �1.� • 55.4• b$ 26 21-30 50.2 54.4 66.9 . `?4 �• 59.4 73.4 31-40 52.8 57.2 70.4 5 .6. 62. % 77.1 41-50 54.9 59.4 73.1 196.9. 6040 65.Q 490!2 51-60 56.6 61.3 75.5 67.j, •82.9. LOCATION EXAMPLE • • MIAMI-DADS COUNTY • • GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR;OMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced dbstrucbon having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure 0 and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greaterthan 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED -All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED - V=1 70 MPH, 175 MPH 9-TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10 % of the least horizontal dimension or 40 % of the Mean roof height, but not less than je larger of 4 % of the least horizontal dimension or ft. V Roo E N 6 C O,Inc. T Engineering Services - CA 8116 / z 1791 Blount Road - unit 907 Z51 Z' Pompano Beach -Florida 33069 za 1 Tel: (754) 307-1319 Fax: (754) 205-6846 �Z5 Z7� (h> HEAN RODE uElrur E-mail: Engco@,AOL.com a <= BW x 0.1 or a <= h x 0.4 PEDRO DE FIGUEIREDOOCT 12 2017 BW less or equal than BL PE 52609 a must not be less than NOT VALID WlOUT SEAL a=3feet or a=0.04xBW 2.27/2017 WINDOW AND DOOR INFORMATION SHEET JOB# 10396535 Name WATSON Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN I Height IN 110.250 61.500 1 4 17-0411.08 3 PNL 65 67.2 40.1 43A N/A NO 2 4 1 17-0411.08 1 PNL 65 70 40.1 43A 36.000 37.250 N/A NO 3 4 17-0411.08 1 PNL 65 70 40.1 43.4 36.000 48.500 N/A NO 4 4 17-0411.08 1 PNL 65 70 40.1 43.4 72.000 36.500 N/A NO 5 4 17-0411.08 1 PNL 65 70 40.1 43A 72.000 36.500 N/A NO 6 4 17-0411.08 1 PNL 65 70 40.1 43.4 73.000 37.000 N/A NO 7 4 17-0411.08 1 PNL 65 70 40.1 43.4 52.000 49.500 N/A NO 8 4 16-0714.03 SH 65 70 40.1 43A 36.000 25.250 N/A NO 9 4 16-0714.03 SH 65 70 40.1 43A 36.000 25.250 73.000 49.500 52.000 49.500 1 46.500 34.500 N/A NO 10 4 17-0411.08 1 PNL 65 70 40.1 43.4 N/A NO 11 4 17-0411.08 1 PNL 65 70 40.1 43.4 N/A NO 12 4 17-0411.08 1 PNL 65 70 40.1 43.4 N/A NO IPNL/3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING .. ... . . . . . . . . ... ... . . ... ... . . . . ... . , ... . .. .. 1 OF 1 MIAMI-DARE MIAMI-DADE COUNTY PRIUM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 Cour4y) re+e 4&e right • • • • • to have this product or material tested for quality assurance purposes. If this product ar matepitj fails to • perform in the accepted manner, the manufacturer will incur the expense of such Iaetxlg.and th Az may, • • • ; • immediately revoke, modify, or suspend the use of such product or material withitidtheir�urisdictian. RER. • reserves the right to revoke this acceptance, if it is determined by Miami-Dade.CM1Aty Proftct Oontrol: • • • •: Section that this product or material fails to meet the requirements of the applicable buircAng code!. • • • • • i This product is approved as described herein, and has been designed to comply : �� {lie Florida 4vilding • • • • oc' .•.•.• ne e • • . DESCRIPTION: Series "HR-5510" PVC Horizontal Rolling Window — L.M.I; . APPRO DO T: rawmg - 5 ' ed erv-%M", sheets 1 ; • • 0 0 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manu?actuier, signe loarid • sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. / NOA No. 17-04 1.48 Expiration Da - , l < t I Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-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. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, Ti}�.7Q2-94 2) Large Missile Impact Test per FBC, TAS 201-94. • • • •; • 3 Cyclic Wind Pressure Loading per FBC T4?Q' -94 '. along with marked -up drawings and installation diagram of a.UVL sliding glass door, • 0 a PVC fixed window and an aluminum sliding glass door, usipg.-Xpdisp ioe 4 TPV * * spacer system, Duraseal® spacer system, Super Spacer NXTTM t�tcer syst2m•and XL-: • • • EdgeTM spacer system at insulated glass, prepared by Fenestrivil. stin �,aboratory3 Inc., Test Reports No. FTL-8717, FTL-8968 and FTI.r8970. dated d 1 /16/1 � 0 : • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortefaz 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 261-94 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 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge M. Plasencia, P.E. Pr uct Controt 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- 09 03. 10) C. CALCULATIONS .. •••.• • 1. Anchor verification calculations and structural analysis, compjyjL1g.Vith F-4c $0 0 0 Edition (2014), dated 08/28/15, prepared by manufacturer, sigpadaud sealed by . ,. • 0 0 Anthony Lynn Miller, P.E. 000000 • 0 • 0 (Submitted under NOA No.15-0903.10) ' • •' • • • • • • • • • ..... . 2. Glazing complies with ASTM E1300-09 • • :0 0 0 % ..... . . . . D. QUALITY ASSURANCE 0 • ...... •....• • 1. Miami -Dade Department of Regulatory and Economic Resouites^ER).00 • ...... E. MATERIAL CERTIFICATIONS • 0 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. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 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-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6" 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:on0140/14,'si .gned 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 Industrijj• ; for leir geries "HR-5510" PVC Horizontal Rolling Window- L.M.I., approvcAqu.09/01/17.and expiring on 09/24/20. r Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 . . ... . • . ... .. .. . . . .. .. . . . . . .. . . . . •i• . . . ... . . . . ... 2-5 ANCHORS, SEE • • • • • • • • • • CLUSTER DETAILS SHEET 5 12-3/4" MAX. O.C. a • • • • • • : • • 8" MAX. -� _..... _ r- � SHEEN 3 • • • 1.1/4 • SIIE SHEETS I i • • • • MAK —1 j'�- y� _ S� SEE • ••• I j•• •-�SHEET4 A. SEE SHEET 3 EQUALLY SPACED ANCHORS PER TABLES 17-22 SEE SILL :EPHOLE DETAILS, SHEET3 10" MAX. I A C.SEE r • • •SH�,T 4I • / / I MAX. _ Ytt • TH•• • •• •• • • •� SEE SHEETS J � Q — X - 8" MAX. L SEE SILL 10" MAX • • I I / I I I O X j I 1 72' MAX. BUCK HEIGHT J' f IL III I 4" O.C. 3" MAX. BETWEEN EPHOLES I +}{ �EPHOL DETAS. SHEET4 4' O.C. BETWEEN WEEPHOLES 3" MAX. D 75" MAX. BUCK WIDTH 75" MAX. SUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 2-5 ANCHORS. SEE CLUSTER DETAILS SHEET 5 8" MAX e, SEE SHEET 3t EQUALLY / SPACED ANCHORS PER I a TABLES 23-27 I / 8" MAX BEE 561L FPHOLE� DETAILS. SHEET3 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/Y THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 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). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/fLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX, SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NDA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS & ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: I I I I II I 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX). SIZE, GLAZING OPTION FROM (TABLE 1)ANDN,� REINFORCEMENT LEVEL, DETERMINE YOUR WNDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING .•' VICEN4! 6-16 8.8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING �'� Q;' • TABLES (SHEETS TO THE APPROPRIATE TABLE.NO. _�� i OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 HELP FIND 58705 _ Ra" 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION _= - •' CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9.16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET /�/ '1] 1 V[ - pO, 3 J �Z ;•, SET ARE MET. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. • T '.• TE �C••�I OgIDA,. •-' �� •'• ' 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480.1800 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. ,s/O �NC7 \� .,, MAIL COP/RIGFff CS0171'OT INDU87RIES, INC. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, 1.�` / /'I 1 L A. LYNN II P.E. AU Rs7HTs INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. P.E.lI 58706 58705 CFRT. OF AUTH. A29298 15.85' MAX O.C. DESIGN PRESSURE RATING IMPAC _RATING VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE LEVEL. SEE SHEETS 6-8 IMPACT RESISTANT 18.04 " MAX. O.C. B, SEE SHEET 3 E E 63' MAX. BUCK HEIGHT 15.6T MAX. O.C. I 4'O.C.BETWEEN � L� WEEPHOE1 - -ylY 3" MAX' 140' MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USED: •2D17 FLORIDA BUILDING CODE (F13% 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC). 5TH EDITION -ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUM INUM DESIGN MANUA_, ADM-2015 •AISI S100-12 •AISC 360-10 GENERAL NOTES, ........................ 1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR OPTIONS .................. _......... 2 INSTALLATION, FLANGE & EQUAL LEGBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...................... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES ..............._.. 6-B ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROFILES & BOM.... 17 ASSEMBLY.....................................18 need Sr. I Dols Revision: A AD DEI 03/27/17 DTO F.1,NOTE TOANCHOROTY 11U.S. PRODUCT REVISED as complying with the Florida Bulldln9 Code Non -No. 17-0411.08 Fxpimtlo/n Data 09/24/2020 By Mlaml-D�de PMduet GOM GENERAL NOTES & ELEVATION J ROSOWSKI HORIZONTAL ROLLER - LM 1 05/15/15 1 Scde: SIT: Orowlnv NO. rcev: 10 NT5 1 OF 18 MD-HR5510-01 B Glass Type Description (Listed from Exterior to Interior) 5 7/8" Laminated LG.: 1/8' A Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Lftes of 1/8" A Glass with .090' PVB Intedayer 6 7/8' Laminated I.G.: 1/8' T Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 7 7/8" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 506" Laminated; (2) Lites of 1/8" A Glass with .OW PVB Interiayef 8 7/8" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer 10 7/8" Laminated I.G.: 1/B' T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lltes of 1/8" H Glass with .090" SG liTtedayer 11 7/8' Laminated I.G.: 3/16" A Exterior Cap + 318" Air Spare + 5/16' Laminated; (2) Lites of 116" H Glass with .090" SG Interlayer 12 718" Laminated I.G.: 3116" T Exterior Cep + 3/8' Air Space + 5/16" Laminated; (2) Lites of 1/8' H Glass with .090" SG Intedayer 14 718" Laminated I.G.: 118" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 15 7!8' Laminated I.G.: 3116' A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 16 718" Laminated I.G.: 3116' T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .— SG Irterlayer GroupL Anchor Substrate Min. Edge Distance Min. Embedment' A SMS #10 S.S. (steel, ISIM or 41S.S.) -T. Southern Pine (SG=0.55) V16' 1.3/8" Steel, A36' 3/8" 0.050" Steel Stud, A653 Gr. 33' 318" 0-0451' (18 Ga.) Aluminum, 6063-T5' 3/8" 0.050" 3116" steel Uhracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 285 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C 90) 2-1/7 1-114" B #12 S. MS (steel, ISM S.S a 41S.S.) P.T. Southern Pine (SG=0.55) 9116. 1-3/B" Steel, A36• 318' 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8" 0.063" C 114" steel Uhracon Concrete (min. 2.85 ksi) 1 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" 1/ " steel IA' steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1 1 4" 1Wzamz 1/4" steel Cretellex Concrete (min. 3.35 ksi) 2-1/2' D 1/4" steel Cretegex Ungrouted CMU, (ASTM C-90) 2-12" 1-1/4' P.T. Southern Pine (SG=0.55) 1• 1.3/8" 1/4' steel Aggre-Gator Concrete (min. 3.275 ksl) 1-112- 1.3/8" 114" steel Aggre-Orator P.T. Southern Pine SG=0.55 1" 1-Na" Grouted CMU, (ASTM C-1) 2" 2" Group Anchor Substrate Min' Edge Distance Embedment' E 2-1/2'x .131' Common Nast P.T. Southem Pine (SG=0.55) 3/8" 2-7/16" 2-1/2" Ringahank Roofing Neil P.T. Southem Pine (SG-0.55) 3/8" 2.7/16' F #10 Trussheed SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 1/2" 1_W8" Alraninum 6063-W 318' 0.050" Steel Stud, Gr. 33' 318. 0.0451- (18 Ga.) Steel, A36- 3/8' 0.050' #12 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (S(3=0.55) 9/15" 1.3l8' Aluminum, 6063-T5' 3/8" 0.053" Steel Stud, Gr. 33' 318' 0.050" Steel, A36' 3/8' 0.050" MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 'A"= ANNEALED "H" = HEAT STRENGTHENED "T' = TEMPERED 'PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC "SG'= .090"SENTRYGLASO INTERILAYER BY KURARAY AMERICA INC. GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. • Material Min. Fr Mn. Fu Steel Screw 92 ksi 120 ksi 18-8 Some 60 ksi 95 ksi 410 Screw 90 kal 110 ksi Eloo Aggre-Gatol® 57 ksi 96 ksl Elco UkraCor® 155 ksi 177 ksi 410 SS Eloo CreteFlax® 127.4 ksi 189.7 kat 6063-T5 Aluminum 16 ksi 22 ksi A3S Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi INSTALLATION NOTES SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE W NDOW. � MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHFFT. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATON IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Frame Types (see Fig B) Glass Options (see Table 1) Installation Conditions Option Detail Sheet J-Chen nei (#1) 1 4 Through the Integral In...... ....into 2X Wood Frame(Buckstrip. sheet 4, option 5 ....Into Metal - sheet 4, option 8 Through the frame ofthe window .... ......into _-into 2X Wood Frame/Bucksfip - sheet 4, option 6 Metal - sheet 4, option 7 Flange (#2) 1 4 Through the frame ofthe window...... ....into 2X Wood FramelBuckstrip - sheet 3, option 1 ....into Concm WCMU - sheet 3, option 2 .. _through 1X Buckstrgr Into ConcretelCMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 Integral Fin (43) 1 4 Through the integral In...... into 2X Wood Frame/Buckstdp - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the flame ofthe window------ . -Theo 2X Wood Frame/Suckstnp - sheet 4, option 6 ....Into Metal - sheet 4, option 7 Box I E4g t#4) (#4) 1 - A Through the name of the window...... ....nto 2X Wood Frsms(Swkstrlp - sheet 3, option 1 ....kdo Canerete/CMU - shest 3, option 2 through 1X Buckstrip into Concmte/CMU - sheet 3, option 3 ....nto Metes -steel 3, option 4 2 FLANJGE _ 4 0 e BOX OR EQUAL- LEG J-CHM'NEL �� To 3 INTEGRAL FIN PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17.0411.08 Ntt Y 11019 19 sr • • N �, • • • 0 • • • neraea or JR Date: 03/27/17 fhvMar: NOCHANGES THIS S EEr. expiration Ont•09/24/2020 By \�� ,q�••-•,,. • • • •.�( di ReWsed W. Date: Rs`laton: Miamr-D� a Product Control P�1, ,- I�.NSF : : : • • GLASS/ANCHORS/FRAME OPTIONS O.van J ROSOWSKI * _ v • ® ' MIN. OF 3 THREADS _ ! �0 •••. SIT J } = 41i• �R(pS.�ct•�.•�-0(ORt•!D"•.,.••�� 10�ti TECHNOL Y c'-, � • q•,Vy4eai�6' Ptb: HORIZONTAL ROLLER LM Douse 05/15/15 MEEYfONNDTHE !�•!GytJ�� ; - SUBSTRATE. i `•Q • `/ NA co•1laetrlipmY a+Ti�lsrVlEs• �- sarlee/ModeL• Sods: ShaeL• Orcairrg No. rust. N.'PR� • • • •sty se7o� PE • • •M12T.OFAVfH.#29M HR-5510 NTS 2 OF 18 MD-HR5510-01 B • •• •• • • • •• •• INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. �— SEE NOTE 2. SHEET 2. —_ FLANGE FRAME EMBEDMENT #10 OR #12 STEEL SMS (G5), SEE SHOWN III TABLE 2, SHEET 2. BUCK HEIGHT VISIBLE LIGHT HEIGHT 1/4' MAX SHIM DARE APPROVED MULLION, 29 FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE FIXED VERTICAL OR HORIZONTAL. LITE SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2 VISIBLE 21 OR 22 OR 23 LIGHT (SEE SHEETS 6-8) HEIGHT TYPICAL FOR ALL SASH SASH INSTALLATION (�2:1)OR(22)OR 23' OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) ANCHOREDTHROUGH TYPICAL FOR ALL FRAME INTO METAL "XO"OR'OX"SASH —H I-- 1/4"MAXSHIM 13 19 16 30 IceOPERABLE FD(ED LITE VISIBLE LIGHT WIDTH I— -- VISIBLE � �J EXTERIOR FLANGE 72 _I LIGHT WIDTH 14 l FRAME 24OR 25 OR 26 �J SHOWN (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH HORIZONTAL SECTION A -A (OX) 30 16 19 OPERABLE 20 OPERABLE SASH. 40 SASH = 37-39 r_i� ' 28 II 41 LJI FIXED VISIBLE _ _ o LITE ZO VISIBLE yyy111 LIGHT WIDTH LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. 1/4"Mv EMBEDMENT —� EDGE DISTANCE ANCHOR TYPE, EMBEDMENTAND EMB EDGE DISTANCE PER SUBSTRATE, SEE J • • TABLE 2, SHEET 2. JD EQUAL LEG (1) AT MID -SPAN OF INTERLOCK FRAME (1) 3-1/2" FROM EACH SASH SHOWN CORNERAND(1)ATCENTEROF SASH STILESIRAILS OOR 23 (SEE SHEETS 7-8) TYPICAL FOR ALL'XOX" SASH 429) FLANGE LJ I �� FRAME ----_.- ...._. WEEP OPT. 29 15 SHOWN NOTCHES 80 Op 3/4"X 1/4" 25 R 26 LIGHTIWIDTH �— BLE 72 1442 EXTERIOR 1-114"X t/a" 4 2 (SEE SHEETS 6-8) TYPICAL FOR 33 4 ALL "XOX" FIXED MEETING RAIL va°MAX r BUCK WIDTH —t SHIM EOUAL-LEG PRO p nTpREVISED te orida HORIZONTAL SECTION E-E (XOX) �t�ELATION AS PER SECTION A -A ABOVE SHOOWEN Building Code EQUAL LEG t 1111� 7lTpl I NQA-No. 17-0417.08 FRAME SHOWN N i • • • • • • Redsed W. Dote: Redslon: •, Expiration o e 0 /24/2020 • EMBEDMENT Q UICEN'`'� • • JR 03/27/17 NO CHANGES THIS SHEET. INSTALLATION a� .. s�. •., �•ti • • By - Q: • • • • � • • Redsed Ry Dote: Revision: Miam a Product Control OPTION 2 �a. �7�: 0.�• = • • • ANCHORED THROUGH * ;• • • } • • • FRAME DIRECTLY INTO — 7f CONCRETE/CMU. --D = ® Deoorlptton: D''o"'^ • EDGE DISTANCE VISIBLE LIGHT FORMULAS '� ` �yj 31 �� a FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP. ANCHOR TYPE, O S`TA7E EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE XO & OX) �'�� , . • 10�1 TECHNOLO D ppte. (��,`. • •- �FjJ ICE, FL 7•i • Title: DISTANCE PER SUBSTRATE. SECTION B-B WIDTH: BUCK WIDTH l2-41/4' ��'•• NG�tiat}4®�1600• • • HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2, SHEET 2. HEIGHT: BUCK HEIGHT-7.1/4' r O'�;/f�,' ••r7/r!' Ltln�� •• oolI1�Pcr�alen �Iyy µy Series/Modsl: Sook: Sheet: Dm" No. Rer. • •A•LYNN �LTER, PE. • • •01IRT.OFAtfiH. #292� HR-5510 NTS 3 OF 18 MD-HR5510-01 B P.E. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2 J-CHANNEL -� FRAME SHOWN Fnl EDGE DISTANCE INSTALLATION OPTION 7 21 OROORC ANCHORED THROUGH FRAME SEE INSTALLATION NDTES SHEET 2 (SEE SHEETS 6-8) INTO METAL (INTEGRAL TYPICAL. FOR ALL FIN/FLANGE REMOVED) "XO" OR "OX" SASH 1 #10 OR#12 STEEL I SMS (G5), SEE - TABLE 2, SHEET 2. 1/4" MAX. SHIM OPERABLE SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. EMBEDMENT 29 26 J EDGE �1l4' 28 41 I I TYP. ANCHOR TYPE, IL EMBEDMENTAND 1 a� MAX SHIM IN TYP. ANCHOR TYPE, FIN AND/OR FIXED LITE Q y'1 VISIBLE Yam_ EDGE DISTANCE PER SUBSTRATE.SEE TABLE 2, SHEET) 2. EMBEDMENT AND EDGE FLANGE MAY BE _ �i LIGHT WIDTH -I! ° Q (SCREW SHOWN) 72 DISTANCE PER SUBSTRATE, REMOVED IN -FIELD SEE TABLE 3, SHEET 2.FIN a J! 85 87 FRAME 13 DADE APPROVED MULLION, III�I�I'jJI(�Jr D"""� -.-I VISIBLE � 42 EXTERIOR LIGHT WIDTH D SHOWN 29 FBC COMtuANG ALUMINUMISTEEL FRAMING 72 24 OR 45 OR 26 74 15 3 VISIBLE FIXED OR STEEL STUD. MAYBE VERTICAL OR HORIZONTAL. ( SEE SHEETS 6-8) TYPICAL FOR L LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO' OR "OX" FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 2 8 3, SHEETS. HORIZONTAL SECTION C-C (OX) OPTION 8 (fESHEETS78) ANCHORED THROUGH �— 29 19 16 TYPICAL FOR FIN INTO METAL 30 28 16 ALL "XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE SASH 40 20 OPERABLE 43 SASH SASH HEIGHT � 21 OR 22 OR 23 C VISIBLE LIGHT OPERABLE �.] o �r-i� I �� - Q r 37-39 ��-� �` i, I #100R#12STEEL SMS (G5).SEE a TABLE 2• SHEET 2. SHEETS 6-8) HEIGHT SASH a it 28 • J (SEE Ji �' - TYPICAL FOR ALL SASH 16 - o o 41 o o FIXED VISIBLE LITEo VISIBLE I ❑r 86 O 45 _ 47 ❑�� LIGHT WIDTH fff _ o r_ ^^'' _ -i it LIGHT WIDTH ii 80 81 87 85 O 01�- WEEP 29 FRAME SHOWNJ� -J --,^O �� o OO NOTCHES 29 25 OR 26 42 EXTERIOR y. VISIBLE _ 72 LIGHTWIDTHI fff� 11 J-CHANNEL 3/4'X 1/4" 1-lA"X1/4" 3 (SEE SHEETS 6-8) TYPICAL FOR 14 V 1 FRAME 33 15 a ALL "XOX" FIXED MEETING RAIL I BUCK WIDTH SHOWN - PRODUCT REVISED 3 p 1/4' SHIM"^AX MID OF INTERLOCK HORIZONTAL SECTION C-C (XOX) as complying with the Florida Building Code �� (1)AT -SPAN O (1) 3-12" FROM EACH SASH INSTALLATION AS PER SECTION D-D ABOVE 1I11! MOA-No. 17-0411.08 FIN FRAME SHOWN 7YP. ANCHOR TYPE, T CORNER AND AT CENTER OF SASH STILES/RAILS 11111 �� „ 1 v 11 • • • • • • Re J R W. Datr3r� Revl+CH ��•• 2T } • • • • JR 0,7/27l17 NO GRANGES THIS SHEET. ,.' q,10EN$F'.. .� • • • Expiration Da 9/24/2020 � ey EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE SEE EDGE DISTANCE �.' N• • is • ` Revhed W. Owls `* : 41% S870§ • • • • Re`ieion: Miami -Da roduct Control TABLE 3, SHEET 2. yl EMBEDMENT _ VISIBLE LIGHT FORMULAS *•1 _- ® D-6ptbn: 31 I� J-CHANNEL & INTEGRAL FIN FRAMES 07 or '.. J ROSOWSKI INSTALLATION OPTION 5 VERTICAL FIN SECTION D-D EQUAL -CITE, XO & OX) _ { WIDTH! GHT: BUCK HEIGHT �4,ia %O' '• A E 10 TECFNOLo V DR '••j(ORi •.•' \� J• g� �I_1 R. 7 •• ��' s /p •" 'tv I:4}4exi-16006 a : HORIZONTAL / S ROLLER - LM D. 05/15/15 ANCHORED THROUGH INTEGRAL INTO 2X WOOD FRAME OR SUCK- STRIP. SEE NOTE 2, SHEET 2, /l1NA��1 \1a :• a t DuMW'w' SeneafAlodsl: Scde: S/Ieet Ororing Pb. Rev: •�� P.E. 705,P.E. • 0"RT.OFAII#n2f! HR-5510 NTS 4 OF 18 MD-HR5510-01 B ••• • • • • ••• • • • • • • • • • • Is • STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT.GLASS- STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS - BUM & DESICCANT FOAM EXT. GLASS � POLYISO- BUTYLENE SEAL ROLL-FORMI STAINLESS STE EXT. GLASS- -114" NOM. 7e KODISPACE O 4SG TPS INT. GLASS --MELT BUM -3/16" NOM. P77 coAERD@NIv-rTM -INT. GLASS. _ALUMINUM REINFORCEMENT 5/16, NOM.� DURASEAI� 07a SPACER GLASS 4NT FILL AREA - 5/16" NOM. ILICONE SEAL XL EDGETM 79 SPACER r. GLASS 7/8""NOM. 5118" A/A PVB — 7/16" AiR SPACE — 1/8" A GLASS- <:) EXTERIOR GLASS TYPE 5 -1 7/8 .NOM. 5/16" H/H SG 7/16" AIR SPACE- 1/8" T GLASS - aEXTERIOR I 7/8' NOM. 5116" A/A PVB — 7/16" AIR SPACE- 1/8" T GLASS - aEXTERIOR GLASS TYPE 6 -+{ 718" NOM. 5/16" H/H SG 3/8" AIR SPACE 3116" A GLASS <D EXTERIOR V\J II 78.79 GLASS TYPE 10 GLASS TYPE 11 DM.GLASS -1718"NOM. "YP 7/16" A/A SG — 1/4" AIR SPACE - 3/16" _A GLASS- G] EXTERIOR -►-{ 71T NOM. �+- 5/16" A/A PVB — 3/6" AIR SPACE - 3/16" A GLASS - a EXTERIOR << GLASS TYPE 7 -�{ 7/8' NOM. 5116" H/H SG 3/8" AIR SPACE 3/16" T GLASS Gj EXTERIOR GLASS TYPE 12 -+{ 7/8" NOM. �+- 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS - GI EXTERIOR --�-� 7/8" NOM. _ I 5/16" A/A PVB 3/8" AIR SPACE 3116" T GLASS <j EXTERIOR 7t:79 GLASS TYPE 8 -1 7/8 -NOM. 7/16" A/A SG 5116" AIR SPACE - 1/8" T GLASS- EXTERIOR I VA 11 GLASS S E 14 I V V 11 I 1 V N 11 I PRODUCT g REVISED GLASS TYPE 15 GLASS TYPE 16 eu dingwith the Florida NOA-No. 17-0411.08 Hurl 11 _MLY�I, y7/ ` • • • • : • • Revised Eaplratlon Date O9/24/2020 �p 4 JR 03/27/17 NO CRANGES THIS SHEETBy _ �"� UtCENSF' �� • • Miam -0 roueontro TYP. GLAZING DETAIL Q : • • • i Aap i • • Redead ey: Dees: R-Won: D-dptk-, Drown By. Part# Deurip9on material 78 lKommerli.it 4SG TIPS Spacer System 77 Ouanex Super Spacer nXr wnh Hot Men Butyl See this Sheet br 78 Quewx mmseal Spacer Materials 79 1 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 .I.J"= HEAT STRENGTHENED -_u GLAZING DETAILS J ROSOWSKI "T"=TEMPERED '-A "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. %�.t\ • •~ 707 TECHNOLOraY DRI• • 0�; "SG" = .090" SENTRYOLAS® INTERLAYER BY KURARAY Cc ••:�I ORYJ ,. \ J CE, FL • AMERICA. INC. i� (5' 0NC?�• • (1 Iwo, T • • HORIZONTAL ROLLER WINDOW - LM 05115/15 ♦7 / I Nt(!•yr��j��y t t �, • .uLor Seriae/Model: Scolr. Sheet O-Ing No. Rer. SOHEET 2.INATED GLAZING COMPONENTS, SEE TABLE 1, • iLYP E.#3805 P E • • • LR2T. OFAt7Rl. #z92s• HR-5510 NTS 5 OF 18 MD-HR5510-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Conk Max. Widh Max. Heigh Glass Type Reim. LeW Design Prr_3wre Anchor Ouantty, 1m or OX 75" 1. S.8 1 6 6 17 9 54" 63' 2 7 8 18 9 3 a 7 19 10 63 4 11 8 21 11 72' 6-8 4 10 8 1 20 10 75• 76" 10 -12 4 12 8 22 11 14-18 4 12 8 22 11 XOX 120• 8T 5-8 3 9 7 23 12 5 & 0 4 13 8 24 13 7 & 8 1 4 14 8 25 14 140" 63, 10-12 1 4 15 8 26 15 14-16 1 4 16 8 27 16 —�-I �— 4• MAX. O.C. 5-ANCHOR CLUSTER DETAIL 4" MAX. O.C. r-- r4-ANICHOR/// CLUSTER DETAIL 4" MAX. O.C. —y �— � V/t3-ANCHOR STER DETAIL 8' MAX. O.C. 4" MIN. O.C. 7/!2ANCHOR STER DETAIL Glass Types Design Pressure(IbsV) 5.8 forXOorOXWindows Raiff. Lew] R7 All Buck Heights up to 54' All Buck Widths +jO /-50 up to 75' SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLYTO ALL FRAME TYPES & CONFIGURATIONS) E7: Iasa Types Design Pressure (IbsR 5-8 forXOorOXWmdows Raint. Level R2 All Buck Heights up to 54' R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN 'iT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) a WIDTH —�-I JAMB EXfH3InR 1-0.5 R H MEETING RAIL NOTES: 1) USE THESE TABLES FOR ALL WINDOWS /1111111 /x �N �y /fro •�� • Q`+•••••••. i • • • • • ' Revraed Sr. Date: Revision: CARRECIED TABLES. INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND `� ��•-•L10EN$F'•.� �• • JR 03/27/17 BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS � Q-; • • •1��y✓ • • Ravimd W. DON: Revtaion: PER THE FIGURE. THE kIu 511701 t. • ; * :. �• • • • *4! • • • 3) FOR SIZES NOT SHOWN, ROUND UP TO NEXT AVAILABLE WIDTH OR HEIGHT _- : — � • — ® DaeoApfbn. DIMENSION SHOWN ON THE TABLE. "113-113-1/3"INDlCATETHAT "` � � ;gyp'•.. ��.•' >L, DESIGN PRESSURE TABLES a>•1r4-1n-1/a"AND THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE y�A eo) � 'n�(/ � OR • \� �• 1070 HNOLOGY NE NI , FL 94 � • • • TIBr, ADJACENT COLUMN. 'CUSTOM INDICATES ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SASH PRODUCT REVISED as comphing with the Florida Building CCoodde NOA-No. 17-0411.08 Gxptrafion Date09/24/2020 By Mia -0a rouct Control J ROSOWSKI OaN: 05/15/15 MD-HR5510-01 B HEADER 22 SASH Q HEIGHT O 22 Q EX MOR SILL a 0 SASH WIDTH e MEETINGRAIL _ 25 I�22 22 -B 7��1 - 1 V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE IABLE. 4)'114-1/2-114-AN3 "1/3-113-113' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM* INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TAFI F A - Glass Types Design Pressure (IbsAtTJ 5-8 torXOorOXWindows Rant Level R3 AN Buck Heights up to 63' All Beck Widths +5� /-50 up to 75 Stt I A81-t 19 I -UK ANVKAGt Glass Types 5.6 Sash Coafigurdtion Sesh Width Rarge (in) Pressure (IbsMe) for XOX Windows R6i f- Level R3 Window Buck Height ksign 6.35-1/4' "h% 11391-11.391 500 -50.0 50.D +500 .50.0 38"%-Y,-% 12.308 - 12.308 -500 +50.0 -500 -100-100 k%'Y,11.391 -13.397 -500 +50.0 50.0 +50.0 50.0 K 13.398 - 14.683 -50.0 .50.0 +50.0 .50.0 +50.0 50.0 11.391 - 12,297 +50.0 -50.0 +50.0 .50.0 +60.0 I .50.0 47-3/4" 3i-h-Ya 12.298 - 15.558 -500 -500 +50.0 -50.0 +50. D 50.0 Custom 11.391 - 12.018 +500 50.0 +5CW -50.0 +SD.O -50.0 cU 52-1/9" Y-%-y 12.017 - 13.397 +5001 50.0 1+50.0 -50.0 +50.0 -50.0 -h-h 13.398 - 17.016 +50.0 .50.0 +50.0 .50.0 +50.0 50.0 Custom 11.391 - 13.397 -50.0 .50.0 +50.0 -50.0 +5D.0 50.0 60" h %-y4 13.398 - 15.360 +50.0 -50.0 +50.0 50.0 +50.0 j -50.0 %-%-% 15.361 - 19.641 +%0 -500 +50.0 50.0 +50.0 -50.0 1 L391 - 13.397 +50.0 50.0 +50.0 -50.0 +50.0 50.0 3.398 - 19.110 +50.0 .500 +W0 .50.0 +50.0 SO0 19A11.24.841 r50.0 -500 +50.0 .50.0 +5D.0 50.0 M 8.360 - 19.397 +50.0 -500 +50.0 50.0 +49.1- A9. 1' 9.398 - 24.380 +50.0 -50. D +500 50.0 +50.0 -50.0 4.361-30.360 +50.0 -50.0 -500 500 +500 -500 - 30.383 -50.0 50.0 +50,0 50.0 +49.1" -49. V - roman run vusa� i act vao�❑ <s run nrvi,nurwuc MIN. SASH SIZE = WINDOW WIDTH - 5928 2 PRODUCT REVISED as complying with the Florida Building Code 111I1111j� NOA-No 17-0411.08 7, • • • • • • • Revteed W. Dote: Revialom ,`��f}"'•••'-•.� �.• • NO CHANGES THIS SHE \ •.•�,WCEN,yF'•-�� . . JR 03/27/17 Q':' N• • �F� • • • • Revised By: Dafe: Rs+4fon: �. * •-� �i0� • • • • • • • ti- DES GN PRESSURE TABLES O S` ' ''• • 070r cHNOLOGr pwvE • • Ti. ''•�0�11`..•`,'C,�•FL34 t • A'E' • (94'• �16°° • • • HORIZONTAL ROLLER - LM '•/ 7 /1` `J : COPsw AU M ro EB.IYc• Series/ModaC Scolc Sheet. • LQi � I•Y411 MILL , P.E • @ .OF AUTH lW9288 • H R-5510 NTS 7 OF 18 P.E N 587 5 • • • • • • • • is • • •• •• • • • •• •• ••• • • • ••• • • F_xplratlon Date 09/24/2020 Er. By Miami -Dad soduct Control J ROSOWSKI Oofe: 05/15/15 DAaidng No. Rev MD-HR5510-01 I B class Types Design Pressure(IbstW) s-e for XO or OX Windows Rend Level R4 Ali Buck Heights up to 72" All Buck Widths +50 /-50 up to 75' Stt I--rVn-V-- TABLE 11: Glass Types 5-8 Design Pressure (IbsRte) for XO or OX Windows Reinf. Lowl R4 Window Buck Heighl 48" 54' 63" 25-1/2" +650 -70.0 +65.0 -70.0 -65.0 -70.0 2W +650 .70.0 +65.0 -70.0 +657 70.0 +650 .70.0 +65.0 -70.0 +65,0M-70i.0 m38" 42" +650 .70.0 +65.0 .70.0 +65 0 ' 48" +650 -70.0 +65,0 -70.0 +65.0 60" +e5.0 -70.0 +65.0 -70,0 +68.075" +650 .70.0 +850 4MO +64.3' -+oal-ru rvn e_,u.aa I rrc� c-o SEE TABLE 21 FOR ANCHORAGE Glaaa types 1D-72 Sasn glrahw Sash WidthWindows Rarlga Qn) Design Pressure (lbs/tt2) forXOX Level R4 Window Buck Fls t i 48' 1 54' 1 83" Custom 11.391-13.397 +65.0 -110.0 +85.0 1 -110.0 1 +65.0 .110.0 60• Y4-jS-Y+ 13.308-15.360 +65.0 -110.0 +6&0 A il)-O +65.0 -110.0 Y-Ys-Ys 15761-19.641 +65.0 -110.0 +65.0 -110.0 +B5.0 -110.0 C Custom 11.391 • 13.397 1 +65.0 .110.0 +65•13 -110.0 +55.0 -110.0 � 75' }4-y-jy 13.398 - 19.110 1 +85.0 -110.0 *65.0 -110 0 +85.0 •110.0 Y y-% 19.111-24.641 +65,0 -110.0 +65.0 -110.0 +65.0 -110.0 m Custom 17.641-19.397 +650 .110.0 +85,0 -110.0 1 +65.0' 404.8' 90" X-Y, Y. 19.398 - 24.360 +65.0 -110.0 +65.0 -110.0 +65.D' -tU9.5' Custom 24.301 - 31.641 +65.0 -110.0 +65.0 1 -110.0 +65.0 -110.0 29.641 -32515 +65.0 -110.0 +65.0 -110.0 +65.V -104.W 120 -r/s-� 32.518 .30.841 85-0 -110.0 65.D 410.0 +85.0 -110.0 140" Custom - 39.641 +65.0 -110. +eo7-nu rvn ou+na i rrw I I a i� TABLE 12: Glass Types 10A2814-16 Design Pressure (Ibse)for XO or OX Windows Reinf Level R4 Window Buck Haight 54" 63" 76• 25112' +6&0 .110.0 +65.9 .110.0 +65.0 -110.0 28' +65.0 -110.0 +65.0 -110.0 +65.0 j .110-0 x 36" +65.0 -110.0 +65.0 -110.0 +Big -1100 42" +65.0 -110.0 +65.0 -110.0 +65.0 ' .110.0 48"" +65,0 .110.0 +65.0 -110.0 +65.0 -110.0 60- +65 0 -110.0 +66.0 -110.0 +85.0 -93.9 75. +65.0 -110.0 +65.0 -103.5 +65.0 -800 0 +65.0 -110.0 +85.0•-104.fi' 1x+RQ� SEE TABLE 26 FOR ANCHORAGE •' MIN. SASH SIZE -WINDOW 12 OTH - 60.72 Glass Types 14-is Both Contg-u-n Sash Width Range On) Design Pressure (Ibs/ft) for XOX Windows Reinf. Level R4 Window Busk Height 48• .54' 63' Custom 11.391 - 13.397 +65.0 -110.0 +650 1170.0 +65.0 -110.0 60" 13.398 - 15.380 +65.0 -110 0 +650 -110.0 +85.0 -110.0 jS-Ys-Ys 15.361-19,641 +65.0 1.110.0 +e5.0 .110.0 +65.0 -110.0 Custom 11.391-13.397 +65.0 1 -110.0 +65.0 -110.0 +65.0 -169.3 75- Y-%-Y4 13.398-19.110 +65,0 1 -110.0 +65.0 -110.0 +65.0 -102.0 'y %-h % 19.111-24,641 +66,0 -110.0 +65.0 -110.0 +65.0 -102.9 m Custom 17.641-19.3,47 +65.0 -1 f0.0 +eSo -110.0 +65.0 .97.4 1. '/-Yi Y4 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +66.0 -92.0 Custom 24.351 - 31.641 +65.0 •110.0 +65.0 -110.0 +65.0 .88.4 y-X-36 29.641 - 52.515 +65.0 .110.0 +65.0 -109.8 +65.0 -84.3 120' Ys -Ys 32.518 - 39,641 +65.0 -110.0 +65,0 -105.0 1 +65.0 1 -80.8 140' Custom '-39.641 +65.0 -110.0 +650 -105.0 -80.0 SEE TABLE 22 I -UK ANUHU"Ut R H HT SASH WIDTH ! TABLE 13: Glass Types 5 a 6 Sash Ccn19u-Uom Sash RanWidge (i Range M) Design Pressure (lbstD2) for XOX Windows Relyd. Level R4 Window Buck Helpht 36' 48' 1. 63' Custom 11,391 - 13.397 -65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -85.3 1. '/+-'/r-% 13.398 _ 15.360 +65.0 .70.0 +65.0 -70.0 +65-0 -70.0 +65.0 •70.0 -�-h 15.361 - 19.641 +65.0 -70.0 +65.0 -70.0 +B5.0 -70.0 +650 -70.0 Custom 11.391 - 13.397 +65.0 -70.0 +65.0 .0.6 +63.3 54.3 +53.2 -53.2 y 75' y_%_y4 13,398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -66.5 +562 d8.2 Y,"%-X 1&111-24.641 +65.0 -10,0 +BS-0 -70.0 +65.0 -70.0 +.,0 -66.0 Castom 18.360 - 19.397 +65.0 -70.0 +%.9 -50.9 +55.5 55.5 +49.1 -09.1 96- %_%_y 19.39B-24.360 +65.0 -70.0 +62.1 82.1 +58.0 �8.0 +50.3 -.3 Gaston 24.361 - 30.360 +85.0 -70.0 +85.0 •70.047.3 +57.0 dJ.O 120" �_h-� -30,360 +65.0 -70.0 +59.9 .59.9 +55.5 d5.5 +49.1 4941 "MIN. SASH SIZE = rn__ry rr_._-= Stt IAB1t zn run AnlonunA r 2 as Types Sash CorBgtratlon Sash Width Rsrpe (in) Design Pressure (Ibs/ftd)forXOXWindows Ind. Window Buck Height 38' . 48' 54' 83' Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 -70.0 6P Y-Y,-% 13.390 - 15350 +65,0 -70.0 -65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Ya-35-+/i 15.301-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -7D.0 +65.0 - .0 Custom 11.391 - 13.397 +55.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 y 7S X.%-j{ 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +6&0 -70,0 'K_Y..% 19A 11-24,641 +6SO -70.0 +65.0 -70.0 +65.0 -710 +65.0 -70.0 Custom 18.360 - 19.397 +65,0 -70.0 +65.0 -70.0 +65.0 .70.0 +65.0• -672' 96' b_X_y 19.398-24.360 +W.0 -70.0 +85.0 -70.0 +85.0 70.0 +65,0' fiB.B• 24.301 - 30.360 +65.0 -70.0 +65.0 -70.0 ---0 -70.0 120' �_+/r_ • 3D.380 +65.0 -70.0 +65.0 -70.0 +85.D 70.0 .0• 4T7.2' •+657-70 FOR GLASS TYPE 8 MIN. SASH SIZE = WINDOW WIDTH -59.28 2 SECTION DETAIL MEETING RAIL FOR WINDOWS WrrH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN o IN FIGURES APPLY TO ALL 23 23 FRAME TYPES & JAMB ExT 6 CONFIGURATIONS) NOTES: 11 USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 4)'1/4-1/2-1k'AND '9/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN- "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. ' GLASS TYPES 10-12 8 14-16 O E USED WITH 71 MAY IN T e J-CHANNEL OR INTEGRAL PRODUCT REVISED • FIN FRAMES as complying with the Florida Duilding Code noel -No. 17-0411.08 1111 Expiration Dat 09/24/2020 \��s t`�(Mn' ,� • • • • • • ReHead By: Dots: Rwlsion; \ ��"""• _'�//•''�• �•-OCEN 9F • JR 03/27/17 NO CHANGES THIS SHEET. By ZI ��•.• L• • • • Rewlaed By. Data: Rerlsionr INiami-0 eProduct Cont ) •;`� M * : Np4 050 • d. s • • • • - * GN Drawn Sy: DES PRESSURE TABLES J ROSOWSKI O� '. STA (V %;CUSS/, RID�•NG�� 1070 TECHNOLOf3Y DRIVE • e • E, FL 34276• (�1 B�1eoo • • • rifle: HORIZONTAL ROLLER - LM Do Dote:, 05/15/15 VAL t.�i • ° °��E'• Sarfee/),odet sco/a: Shasf: &-kV No. Rer. ��vl�l�� 1IP.e ; PEN 56 111BRaoFnurH4i29296 • HR-5510 NTS 8 OF 18 I MD-HR5510-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TARI F t7 Glass Types Anchor Quantities for XO orOX Windows 5-8 Sash 30" Height I 36" Height 48" Height 1 54" Height 30" Heighl 38" Height 48" Height 1 54" Height Width Head € Head E Head E Head E Head E Head E Head E Head Rein[. Level (in) & Sig & Sill & Sill ; & Sill ' & SITI m & Sill -- & Sill ' & Sol 0 R1 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 16 28" 13.397 i+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 3 1+C2+1 x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 50" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2*C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 25.1/2" 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+C2+1 3 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 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 3 1+C2+1 3 ea 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 c 48" 23.397 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+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 M 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.097 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE G ss Types Anchor Quantities for XO orOX Windo 5 - 8 Sash 30" Height 36" Height 48" Height 54• Height 30" Height 36" Height 48" Height Heightj Wdth Gni Head Head d Head Head Head a Rein[ Level & Sill m & Sili - & Sill -1 & Sill A & Sill - 1O &Sill A &Sill m & sill _10 R2 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m X. 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+102+2 3 2+C2+2 3 2+C2+2 3 c � 75" 36.897 2+C2+2 +C2+2 3 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 + +C2t 3 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1 +1• Y 36 1 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 1+C2+1 3 +C2.00 m 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+ +i 3 c 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 3 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+ +2 242 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 MINIM9Mr.M2ROR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C.LGoup Spacing for "Integral Installation Anchor GraupFFin" 4• GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION, SHEET SEE ELEVATION, SHEET i SEE CLUSTER DETAILS, SHEET 6 _ SEE ELEVATION, EE / O X / SHEET 1 SEE ELEVATION, SHE MEETING RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+C3+2+C3+1 4<111:A'NCHOR HID AND SILL ANCHOR QUANTITY: AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(2) ANCHORS AT THE FIXED SECTION +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 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 —+•-i SEE ELEVATION, SHEET 1 ` SEE ELEVATION, O X SHEET 1 LEl�T rt-- SFETING RAIL SEECLUSTER • • DETAILS, a•• • t2EPEAti A&H&*PATTERN AT SILL SHEETS 3 2+C2 f& JAAnifloy O.C. • Alt Odr 3 P2+2+2 3 2+ Spacing fair "Integral- Grob F SE SI—PRESSURI1 4 • Flo :Installatlon : 4y • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES. 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 ADDED NOTE TO ANCHOR QTY. TABLES. LyNJV * N��58705 ;p0` �sTAtE1117� '�W� �''•rs7ONAL WEN A. LYNN MILLER, P.E. P,ER 58705 Glass Types Anchor Quantities for XO or OX Windows 5 8 Sash 30" Height 1 36" Height 1 48" Height 1 54" Height 63" Height 30" Height 36" Height 48' Height 54" Height 63" Height Width Head S Head E Head Head Head Head E Head Head Head Head E Reinf. Leal (in) 8 Sill & Sill &Sill IIII &Sill &Sill &Sill ' &Sill &SIII &SIII &Sill R3 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 47 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+Cy+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 47 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 'S 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 1 2+C2+2 121 2+C2+2 131 2+C2+2 141 2+C2+2 4 2+C2+2 4 2+C2+2 121 2+132+2 3 2+C2+2 41 2+C2+2 4 2+C2+2 4 SEE TABLE Is FUR DESKiN YKtSSURF Max. AnchorO.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.5" 4" Glass Types Anchor Quantities for XO or OX Windows 6.8 Sash 30" Height 38"Height 48" Height 54" Height 1 63" Height 72" Height 3(" Height 38" Height 48" Height 54" Height 63" Height 72 Height Width Head Head Head E Head Head Head n Head a Head E E Head E Head E Head a E Head Relnf. Level Qn) & Sill & Stll fflE & SIII & S111 & Sill &Sill & Sill &Sill � &Sill _° & SRI � &Sill - & Sill R4 Anchor Group A Anchor Group C 26-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 t+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+i 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 Anchor Group 8 Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+22+11 3 1+C2+i +Cj+t 4 1 2+j1 1+C2+1 5 46 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 2 1+C2+1 1+CZ+ a +C *1 4 2A 5 1+C2+1 5 36, 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 2 1+32+1 1 + fi +CZ+1 4 1+C2+1 6 1+C3+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 t+C3+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 it 2 1+C2+1 3 1+C2+t 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 2 2+C2+2 3 iiG2+2 4 Z+C3+; 4 2+ 2 +C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 2 2+C2+2 3 +C3+2 4 2+C +2. 4 2�C4 5 2*C4+2 151 •tt rla7Lt•U rmR r EmGN • •• •• • • • •• MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX, O.C. SPACING SHOWN ON THE ELEVATIONS. 000 • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 32' 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3A), SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. PRODUCT REVISED as eomplving with the Florida aullding de NOA-No. 17-0411.08 expiration Date 09/24/2020 ay Miamr-0 Product Contro m ADDED NOTE TO ANCHOR OTY. TABLES. REMOVED GLASS 5 FROM TABLE 20. r Y m vi e- > N o p 0 w too CD n z w O N K ®Q U C L Z UJ 1O .l C r m CO Z O iF- W J LL O ®g Q _t0s x Z) Q H a Z — a p O o o = (� U IR t0 Q O IX aRri �xa0 c g ,,%I I I I I i I, NY LYNiy * : • No. 58705 ' L A. LYNN MILLER, P.E. P.E.# 58705 Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash 3T Height 36" Height 48" Height 1 54" Height 63" Height 30" Height 1 36" Height 48" Height 1 54" Height 63' Height Width Head Head E Head Head E Head E Head E Head E Head E Head Head Head Rein(. Level (in) Sill & Sill E & Sill -- & Sin & Sill & Sill `; & Sill & Sill &Sill 8 Sill ; R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 1 41 1+C2+1 4 166 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1., 4 1+C2+1 41 1+C2+1 4 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 c 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 2+ 3 C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 121 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 14 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 14 v 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 14 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 14 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 141 2+C2+2 41 2+C2+2 4 Max. Anchor O.C. Anchor Spacing for "Integral- Group IF Fin" Installation 4" SEE TABLE 11 FUR UESIUN YKLB5UF TABLE 22: GLASS TYPES Glass Types Anchor Quantities for XO or OX Windows 10-12 & 1416 MAY 1D-12 & 14-16 Sash NOT BE USED 30' Height 36' Height 48" Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54" Height 63" Height 76" Height WITH J-CHANNEL Width Head Head Head E Head E Head E Head Head E Head E Head E Head E Head E Head E • OR INTEGRAL FIN FRAMES Reint Level (In) &Sill &SIIII -� &Sill m & Sill ° & Sill m & Sill - & Sill m & Sill a & Sill W &Sill > m &Sill m &SIII 1 5 R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 95 28" 5 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 36' 5 17.397 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 m 42" NOt AIbW@d 5 20.397 1+C2+1 2 1*C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 48" 5 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 P 60" 5 NOTES: 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 36.897 2+C2+2 2 2+C2 2+C4+2 75" 5 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE Anchor Group B • • • • Awchcr Group D• • • • 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C? 1+C3+1 5 SHEETS HE SASH SIZE I; AS PER THE FIGURES ON 5 SHEETS 6 B. 5 2) FOR SIZES NOT SHOWN. ROUND UP TO 5 THE NEXT AVAILABLE 5 WIDTH OR HEIGHT DIMENSION, SHOWN ON 5 THETASLE. = 28" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2-71 3 1 C2 1 4 •1+ 2+ 1+C +1 5 1+C3+1 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+ "C2+r 4 IkC3+? R f4C3+1 5 1+C4+1 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 'S 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+Oe+2 3 2+C3+7 4 & 3+ 5 2+C4+2 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 •2+C3+2 5 3) SEE SHEET 9 FORA GUIDE TO USING THESE 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 q 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 21C2+2 3 2JC3+ 4 �pCA+Z +C4+ 5 2+C4+2 SEE QR 4M 12 P• DESIGN PRESSURE NIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS. • • • • • • • • TABLES. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp) in with the Florida Building Code NOA-No. 17-0411.08 Expiration Data 09/24/2020 By Miam a roduc on m ADDED NOTE TO ANCHOR QTY.TABLES. Y CD U) "ad O W q Ln O o.nQ Z N Of to _G N C9 Y of 0 co �s = ZLL� N52 Moa =wr ®j .� g as ao x a FZq J o � > 03 J OD n LIJ J LL O Z J 0 'c ® )w45 pNy Q O Z � Z awes LL O O o O ie C) N of Lo O Q _. Q' =O 2 0111 'sad s 0NY LYNN \�'��.•'LICENSE z i --0 77'ONAL 1E\�I A LYNN MILLER P.E. REA 58705 11NIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS Glass Types 5-8 Sash Sash Anchor Quantities forXOX Windows 24- 36' Hei d 1 48" Falght 5Height BY Height 30' Height 36" Heigh 1 41r Height 54- Height 1 63' Height Reinf. Le1el"ge R3 Configuration Wdto ") Head &Sill eao ' Head &Sill m Head & SIR E Head 8 Sill Head & SIR Head 8 SIII Head 8 Sill Head 8 Sill m Head &Sill E Head 3 Sill Head & Si5 m Head 8 Sill Anchor Group A Anchor Group C 35-1/4" J4-%-% 11.391 - 11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+C+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38- Ji-ii-Yi 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y-%-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+p+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2.0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 -1 /8 Ys-%-Ys 13.398 - 14.653 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1.4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 y-h_y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 47.3/4' Y,-j4-% 12.z98-15.558 1+C2*O+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+7 3 1+C2+O+C2+1 4 1+C2+0rC2r1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+OK.2+t 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 t g 52-1/e' Y+ %-y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+t+C2+1 2 1+C2+1+C2+t 3 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1+C2+1+ Y,%-y 13.398-17.016 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 m Custom 11.391 - 13,397 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60" y-}4-y 13,398 - 16.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a � h h-'ia 15.361-19.541 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+G2+1 4 1+C2+0+C1+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2r0+C1+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' y-h-y 13.398 - 19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 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+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %-y-% 19.111-24.541 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 111360 - 19.397 1+C2+3+C2+1 2 t+C2+3+C2+1 2 t+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+CZ+3+C2+1 2 1+C2+3+C2+�1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 96' y-%-y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 HC3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+t 4 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+t 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 12W y-%-% "-30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group D 35-1/4' Ys-%-Y. 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C,2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2-+O+C2+1 4 38" %-Yo % 12-308-t2308 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 4 X-Y'-y 11.381 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 45-118" %-%-% 13.398 - 14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+02+9+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 y-%-y. 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47,314' -Yi-Ya 12.298-15.558 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 +1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1/8' y-'N 12,017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 +1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1<2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Ys-Jj-7/s 13.398-17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 +0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 t+C2+0+C2+1 2 1+C2+WC2+1 2 t+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 +1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+1 3/+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 BO" y-x-y. 13.398-15.350 1+C2+1+C2+1 2 1+C2+1+C2+1 +1+C2+1 3 4+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -%-Y, 15.361-19.641 1+02+0+C2+1 2 1+C2+0+C2+1 D+C2+1 V1+C2+3+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391 -13, 397 1+C2+3+C2+1 2 1+C2+3+C2+1 +3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75- y %-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2+C2+1 3 I+C2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+C2+1 4 i+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Ya-%-y 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 +1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+cawcu 1+ 2+ C2+1 1+ +i C2+1 +C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.3eO - 19.397 1+C2,3+C2+1 2 1+C2+3+C2+1 3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 14t2+3+C2+1 1+02+3*C24M 1+(+3SC2 3 1+C2+3+C2+1 41+C2+3+C2+i 4 1+C2+3+C2+1 4 y-y-y 78.398-24.360 1+C2+3+_+1 2 1+C2+3+C2+1 2 1++3+C2+1 3 1+C2+3+C2+i 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C;1+3+C2+ 1+`2+!11 1 i+•QitijP2+ 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ;1211 Custom 24.351 - 30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+62+2+C2+1 4 1+ + +C 1+ C2 1+�+2�(:2+1 3 +C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 y-Y-y -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group a Anchor I Group F 2.91' 4" MIN. SASH SIZE= WINDOW WIDTH- 59.28 NOTES: xc iroLc n FOR DESIGN PRESSURE 2 1) FRAME DIMENSIONS ARE JUC.f �'r AND f C HEICCiT (SEE SHEF•TS 3-44 • • SASH SIZE IS AS PER THE FI UR SHEET ! 2) FOR SIZES NOT SHOWN, PWIL11 TO THE XT A�ILA6LE WID:H (t HEI�i7 DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GU4DE TO UGING TWSE TABLES. • • • • • 4) "114.1/2-1/4- AND "1/3-03-1/3' INDIC•TE THAT THOSE 6TANDARD WH QONFIC✓.1SATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUIVIN.•CUSUM' INOICATI•S THAT•IDSTANDARO SASH CQNFIGURATIONS FALL WITHIN THE RANGE. • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as complying with Bulldinp the Florida lode NOA-No. 17-0411.05 Expiration Date 09/24/2020 By ' Miami -Dads oduct Contml EADDED OTE TO ANCHOR LES. to `Y ca vi .Aea W aJeO Y � z w n � tN O1`1' am Z LL LL^ .0 LU Z x ¢ U—' LU O,v .J J ONO 00 ^7 c°i Q W -1 ILL �N ® m Z :anus ae Cy F- Z a122S Q' Z o p O o ~ U N LO Z 0 =N'1 yra0 seuag vvvltl t 01AY LYIVr7J7 7r oc se No. 58705 .• #'ZNIF� i 1�51 •'• FLORIDP..•'G�� /S,;0NAL 1EN A. 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SPACING SHOWN ON THE ELEVATIONS Glass Types Anchor Quantities for XOX Windows 14 - 16 Sash Sash 24" Height 30- Height 3T Height 48- Height 54- Height 63• Hv ht 30- Heght 3T Haight 48" Height 54" Height 63• Height Reint Lew R4 Cmlglratlon Width Renge (in) Head & S81 Head & SIII Head & 511 m Head & SI9 A Head & SIII a Head & l Fead & SIII Heed & SIII a Heed 8 SIII ,� Head 8 Si3 Head & S01 Anchor Group A Anchor Group C 35-114" 38' 45-1/8' 473 4' 52-Vir a m 60' 3 75" %' 120" 140• X-%-Ya 11.391-11.391 Not Allowed +1 2 1+C2,0+C2+1 2 1+C2+O+C2+1 3 i-C2+0+C2,1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 X-X-% 12.306 - 12.300 +1 2 I.C2+O+CZ+1 2 1.C2+0+C2+1 3 1+C2+O+C2+1 4 t+C7+0+C2+1 4 1+C3+0+p+1 4 %-Yi-X 11.391 • 13.397 +1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C4+0+C4+1 4 Ya -Ya 13.3% • 14.663 +1 2 1,(2+0+C2+1 2 1+C2+0+C2+1 3 t+C3+0+p+1 4 1+p+0+p+1 4 7+C3r0•C3+1 4 X-%-X 11.391-12.297 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C4+D+C4+1 4 X-X-X 12298.15.558 1aC2+0+C2+1 2 1+C2+0rC2+1 2 1+C2+0+C2+1 3 t+C3+0+q+1 4 I+q*0+q+1 4 1+C3+0+p+1 4 O/stom 11.391 - 12.016 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+04+0+04+1 4 Y-Yi-34 12017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p,0+p+1 3 1,C3+O+C3+1 4 1+C4+0+C4+7 4 1+C4+0+C4+1 4 X-X X 13.398-17.016 1+C2a0+C2,1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+C4+0+C4+1 4 1+C4a0+C4+1 4 Custom 11.391 • 13.397 1+C2+2+C2+1 2 1+C2+2+C2+7 2 1+C2+2+C2+1 3 1+C3+2aC3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 Ys-'/:-K 13.398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1aC2+2+C2+1 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+CC+2+C4+1 4 X-X-X 15.361 - 19.641 1+CNO+C2+1 2 1+C2+O+C2+1 2 1+q+0+C3+1 3 1+C4a()+C4+1 4 1+C4+0.C4+1 4 1+C5+D+C5+1 4 Custom 111.391.13.397 1+C2+2+C2+1 1+C2+2+C2+1 2 1,C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2a3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+i 4 1+C4+3+C4+1 4 1+C4,3+C4+1 4 1+C4+3+C:4+1 4 4 1+C4+3+C4+1 4 X-jg-X 13.3%-19.110 X-X-X 19.111 -24641 t+C2+D+C2+1 2 1+C3+0+03+1 2 1+C3+0+p+1 3 1+C4+D+07+1 4 1+CS+O+C5+1 4 1+CS+O+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 X-j4-X -24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+t 4 1+Ci+4+C4+1 4 1+C4+3+CA+1 a X h% 24.351 - 31.641 7+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2 C2+2 3 2+C4+3+C4+ 4 2+C4+3+C4+ 4 1+C4,2+C4+1 4 X-%-X 29.641 - 32.515 2+C2+3+C2+2 2+C2+2+C2*2 2 2+C2+3+C2,2 2 2-&-!I+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C4+4+C4+ 3 2+Ci+3+C4+ 4 2+C4+4+C4+ 4 2+C4+3+C4+ 4 2+04+3+04+ 4 4 2+04+3+04r 4 Ya-Ya-Y 32516 .39.641 Custom "-39.641 2+C2+3+C2a2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C4+4+Gi+ 4 2+C4+4aC4+ 4 2+C4+3+04+ 4 Anchor Group B Anchor Group D 36-114' %-%-Y 11.391 - 11.391 1+(2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2a1 4 1+C2+0+C2+1 4/+C2+0+C2+1 4 1+C2+0,C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2a1 3 t+C2+0+C2+1 4/+C2+D+C2+1 4 1+C2+0+C2+1 4 38" X-X % 12308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0rC2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+6+C2+1 3/+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 X-Y'-Y 11.391-13.397 1+C2+0+C2+1 z 1+C2+aC2+1 z 1+C2+0+C2+1 3 1+p+0+p+1 4 1+q+p+C3+t 4 1+CA+O+C4+1 1+C2+0+C2+1 2 1+C2+0+C2+7 2 1rC2+p+C2+1 3 1+q+Orp+1 4 t+q+D+q+1 4 1+C4+0+C4+1 4 45-1/B• X-X-X t39%-14.683 1+C2+0+(2+1 21,C2+0+C2+1 2 1+C2+0+C2+3 3 1+p+0+p+1 4 1+q+0+C3+1 4 t+p+0+p+1 1+C2r0+C2+1 21+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3Orprl 4 i+q+0+q*1 4 1+C3+O+q+14 X-X-X 11.391-12Z97 1+C2+0+C2+1 2 1+q+p+C2+? 2 1+C2+0C2+1 3 1+p+O+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 1+C2+0+C2 1 2 1+C2+O+C2+1 2 t+C2+p C2+1 3 1+C3+p+C3+1 4 i+C3+0+p+1 4 i+C4+0+C4+7 4 47-314' %S-)5-Ys t22%-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+p+0+p+i 4 1+q+D+C3+1 4 1+C3+0+C3+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+prprl 4 1+C3+0+C3r7 4 Custom 11.391 - 12.016 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+q+Orp+1 3 1+p+0+C3+1 4 1+C4+0+C4+1 4 1+C4-0-C4+1 1+C2,D+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+7 3 1+C3+0+C3+1 4 1+C:4+O+C4+1 4 1+C4+0+C4+1 4 62-1/8' X-%-X 12017 - 13.397 1+C2+O+C2+1 2 I+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4r C4,1 4 1+C4+0+C4+1 1+C2+0+C2+1 2 141+C2+D+C2+1 I-C2+0+C2+1 2 1+C3+0 C3-1 3/+C3+0+C3+1 4 1+01+04C4+1 4 1+C4+O+C4+1 4 r y Ya-%-X 13.398 -17.016 I+C2a0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+C4+O+C4.1 4 1+C4,O+C4+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+NC3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 I.C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 m 60' X•'r4-X 13.396 -15.360 t+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+p+1 4 1+C4+1+C4+i 4 %-Ye-% 15.361-19.641 1+C2+0+C2+1 2 i+C2+O+C2+1 2 1+p+0+q+i 3 1+04+D+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 2 1+C2+D+C2+1 2 1+C3+O+C3+1 3 1+C4+9+C4+1 4 1+C4+O+C4+14 1+CS+O+C5+14 Custom 11391-13397 t+C2+3+C2,1 2 1C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1,p+3+C3+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 76" X-%-X 13.39e -19.110 1+C2+2+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 IrC3+3+q+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+Ci1+2+C4+1 4 1+C4+2+C4+1 4 X-%-% 19,111-24.841 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 7+CS+O+C5+1 4 1K5,O+q+1 4 1+C2+0 C2+1 2 1+C3+D+p+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 i+p+0+05+1 4 1+C5+O+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1,C3+4+C3+1 4 1+C4+4+C4a1 4 1+04+4+C4+1 4 1+C2+3+C2+1 a +1 1 +3+ +1 3 1+ +4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 96" X-h-X 19.39B - 24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I.C2+4♦C2+1 3 1+C4+4+04+1 4 1+C4+4+C4a1 4 1+C4+3+G4+1 4 t+C2+2+C2+ 2 1+C2+3+1Z+14C 1C2+•+C2e1 1+Q4,3�4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 ''/s-X-X 24.361 .31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+(2+2 3 2+C4+3+C4+ 4 2+C4+3+04+ 4 1rC4+2+C4+7 4 1+C2+2+C2+ 1+C2+ +1 2+ + 1 1+ +2A*1 4 1+C4+2+C4+1 4 1r04+2+C4+1 4 X-X-X 29.641 - 32,515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2,C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C -2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 C2+3+Ot+2 2C2+MC2&2 2+�+4+C4+ 4 2+04+4+C4+2 4 2+C4+3+Gf+2 4 120' %-X-X 32.516.39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3 C2+2 3 2+C4+4+C4+2 4 2+C4+4rC4a2 4 2+C4+3+C4+2 4 2+C2+2+C2+ 2+ ++ +2 2 2+3a +2 2+ +3P, 4 2+Cq+3aC4+2 4 2+C4+2+Cq+2 4 140" Custom -30.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 s 2+C4+4+C4+ 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+ 2 2+C2+3+C2, 2 2+C2+3+12+2 3 2+C4+4+C4+2 4 2+C4+4+C1+2 4 2+C4+3+C4+_ 4 NOTES: SEE TABLE 16 FOR DESIGN P 1) FRAME DIMENSIONS ARE BUCK WIDTH AND SUCK HEjPHTe(,V`SHEETCj)s • • 000 WINDOW WIDTH - 60,72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. • • • • - " MIN. SASH SIZE = 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AWILASIE WIDTH OR 61EIGH4DIMENSION:HO:N 04HE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. • • • • • • • • 4)-1/4-1/2-1/4• AND-1/3-1/3-1/3• INDICATE THAT THC%E STANDWM SASH COMR7GUIi4TIONS FALI/MTrIIN TH` 64SH WIDTH RANGE IN THE ADJACENT COLUMN. -CUSTOM" INDICATES"At NO STANDARD SASH COWICORATIONS OLL WITWN THE RANGE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code 1`10=.. 17-0411.08 Expiration Date 09/24/2020 By Miam a mduct Control ADDED NOTE TO ANCHOR OTY, TABLES. M Y m +ay W w �o � In C, O CO o N C:) z � s1oD � 8 r CON ¢ '3 toN � OJ r� a 10 �D = Z LL .ew0 0 C = 111 0 U0 =¢ 0n 0Mc H Z 'Q J o W >d $ m Q J � 2 o H W . LL. O Z 1U) Q F- a F- Z < Z e/aas O O o O U N c IX LOO ZQ O 'lil 'cad s uc5 J/ ♦JY LYNN�i ,� * No. 58705 .• ' 7f _ 0 ' 4�- ',-o.p N ANAL .. G`�. '% i J/0 0l i 11177t A- LYNN MILLER, P.E. P.E.# 58705 TABLE 26: Bill of Material # Part& Description Material 1 620121 Frame Head, SIR and Jambs - J-Channel PVC 2 620122 Frame Head, Sill and Jambs -Flange PVC 3 620123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Andi-Lift Insert / Trim Cover PVC 14 620131 Fixed MeeUng Rail PVC 15 620158 Track Insert 6M 118 At 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 T8 AI 19 620156 Pull Rail Interlock 6063 T6 All 20 020144 Pull Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 76 At 22 620151 Standard Sash Reinforcement 6063 T8 AI 23 620162 HD Sash Reinforcement 6063 Te AI 24 620153 Standard Meeting Rail Reinforcement 6005 TS AI 25 620154 HD Meeting Rail Reinbrcemem 6005 T5 AI 26 620155 H.D. Hodz. Roller Meeting Rail Reinforcement 6W5 T5 Al 27 710X114PPA #10 x 1-114" PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187 x .27(' Fin Pile 29 61719 Weatherstrip, .187" x .220' Poly Pile 30 #8 x 1' Ph. PH SIDS (Interlock Mounting Screw) 41O SS 31 78)012PPA #8 x 3-1/2' Ph. PH EMS (Fixed Meeting Rai Screw) 41O SS 32 716MP Meeting Rai Screw Support Plate &X3 75 Al 33 720210 Weep Hole Cofer PVC 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lack Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Zmo 40 #6 x 1.118' Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76X34PPA #6x 314" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 112" FPH Tait (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key - Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Beckbedding, GE 7700 or Dow 701 Silicone 75 71684/5 Setting Block (7/8" x 2- x 1/8"� 85 +1- 5 dum. EPDM 80 61011 Roll -formed Screen Alum 81 61012 Extruded Screen•. Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47D42W Screen Comer Key with Pull Ring PVC 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 1 61635161614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES, 1) ITEMS # 5.12. 18, 35. 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 21 PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500" .062" LI J 2.445" 0 .6 -t- 1.375 J-CHANNEL .66 1O FRAME HEAD. SILL & JAMBS 3.500' ►{ --►{I►- 062" o� 2 aa5^ SEX FLANGE FRAME OHEAD, SILL & JAMBS 3.500" .062' FIN FRAME 1.375O HEAD, SILL & JAMBS 3.500' .062" 2.445- lI1 2.445" 74 o ED U EQUAL LEG FRAME OHEAD, SILL & JAMBS 1.630' 2.100° -►{ 'e.176" .772" .066" o 0 1.020" 1.375" 1 II I 590 471„ .065' _-j D.060" -�-�+- .070„ .050' 23 FT RAIL UFT RAIL 13 & TRIM COIVER 14 METING RAIL 15 INS R 16 SASH RAIL 19 INTERLOCK O INTERLOCK COVER ." ft -316' -I � �1 .070" .060- 1.100" ��.175'7 II Jy .- .7T50" � .7T54" 715715" I T .025- - } .035- -►}� } �1 1. i85' .060" 7 LAM1IG ROLLED EXTRUDED TSASH SASH LGH STANDARD 72 BEAD IN G O SCREEN (FRAME 81 SCREEN (FRAME 21 RIEINFORCEMENT 22 REINFORCEMENT ( I 070"-+-I�+- 1.182" 1.182" --'i I~ .280' -i-►1 1.184" h-�- I� IIII�� .070' .094' J_,F .810" 11 (f u u � �f((JJ((��---�^--((JJ��-��---- 130" 164- L .074" r 11 HD SASR EC MENT O• STANDARD 1, HD MEETING 26 HD HR RAL MEETING 17 MONORAIL 23 REINFORCEMENT REINFORCEMENT REINFORCEMENT AY LYN& /',',• • ` •• �'� � • • • • • • • •' • �� UGENSF • • • * : No. 58705 • it :*- • + • • '. AE?T 7�•' 1070 jENOLOGY DRIVE CCS '•.<ORIDP•.'� (g41 1800i i • I�/�N�wA�t ` • •�a,t ram 'aEL,• A`T1Vn �.E. ` E..19 • fl6�J�i CEW.OFAtli16629296 • 03/27/17 I NO CHANGES THIS SHEET DsacrrPGon: WINDOW EXTRUSIONS & BOM • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • PRODUCT REVISED as complyyingg with the Florida Building Gode NOA-No. 1743411.08 expiration Data 9/24/2020 Dy MIirrrl- i"Product Control J ROSOWSKI ZONTAL ROLLER - LM 05/15/15 dsk 5'cote: I Shut: Droxrrp No. Rer. t-5510 NTS 17 OF 18 MD-HR5510-01 B MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS lJ .CZ CRFPIJ DETAILS 4 83 OR 84 EXTERIOR FRAME ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 15r8. SASH ASSEMBLY DETAILS EXTERIOR L:�' ATTACHED TO SASH RAIL ATTACHED FRAME JP OPT. AUTO LOCK 20 ATTACHED FRAME JP ;\ OPT. SWEEP LOCK MITERED FRAME WITH —INTERIOR AND EXTERIOR FRAME WELDS {{111111 • J � j • 141�N� �( EX ,�'•., ATE bF • • ��q•s�o�ie. ••' \��J my, H 11C • • • • A. w'ANin11+LtER� P E 0 srN • • • • P.E.#QMO • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 29: Egress Lock Bill of Material # Port# Deserlptlon Material 100 7MC7024 Mufti -Point Lock Operator Cast Zinc 101 73340 Operator mounting Plate Steel 102 72016 Muldpoiid Look Keeper Aluminum 103 72D214 Multipoint Lock Guide Nylon 104 220217-221 Tie Bar (Length Varies) Stainless Steel 1D5 71024X12HFX #10 x 1R" HH MS Stainless Steel 11061 78X1FPAX 1#8 x 1" Ph. FH EMS Stainless Steel 107 78)05FPTX 1#8 x 34' Ph. FH SOS Steinbss Steil EGRESSLOCK DETAILS (NOTTOSCALE 104 ATTACHEDTO FRAMEJAMB PRODUCT REVISED as comGoplying with the Florida Building d. NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Mlsml-M dy Product Control 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-16DO CERT. OF AUTH. #29296 03/27/17 NO CHANGES THIS SHEET. late: Recision: Drown 6y: )ED WINDOW VIEW J ROSOWSKI Date: INTAL ROLLER - LM 05/15/15 Sack: Sheet' D,—k g No. Rer. 510 NTS 18 OF 18 MD-HR5510-01 B M IAM I.DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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) reskve 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.69tipi and tg ANJ may..... immediately revoke, modify, or suspend the use of such product or material withjq J4%4 jurisdict{pn. RE$. • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control" Section that this product or material fails to meet the requirements of the applicable bKi iding code.- • • 1 00000 This product is approved as described herein, and has been designed to comply veith-$e F1cTjq.% J3�uilding• 1 • • C drn t e Hi c ug Veloci Hurrican .. .. . ...... .... DESCRIPTION: Senses "5500" PVC Single Hung Window — L.M.I. IJ • A*PMWAML_Docurawing - rngle Hung `jVin�leyv lnstallatron - • LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by mthttfac:urer, • • signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Prevision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.05 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. S NOA No. 16-0714.0 MIAMI-DADE COUNTY Expiratio u y , Approval Date: August 18, 2016 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. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, 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.&Cs Sliding; Zjn dooj, • ; ; • a PVC fixed window and an aluminum sliding glass door, usi-nXodispace.4SG TES spacer system, Duraseal° spacer system, Super S aver° NXTTN SPar sYe �$nd A• • • EdgeTM spacer system at insulated glass, prepared by Fenestratidi *resting 1!aftatory':00. Inc., Test Reports No. FTL-8717, FTL-8968 and FTL; $§; F, dated • •1*-1�l 6/ 1 S:::: 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • : • • • • : • 2) Uniform Static Air Pressure Test, Loading ;erF$C TAS 202-94 ;....; 3) Water Resistance Test, per FBC, TAS 202-9T • • % : • • 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 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 15-0519.05) 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 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 previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.i (Submitted under previous NOA No. 15-0519.05) 1 Manuel Pefez, PEE. Product Control Examo�er NOA No. 16- 4.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fQr.t4gix "SentryGlas© (Clear and White) Glass Interlayers" dated W25AI5, ex irin on " .. k�... g 07/04/18. • ...... .... ...... 3. Notice of Acceptance No. 12-1120.02 issued to Royal Windor�ba;41-Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions forWt'gdow.%anll Doors' • dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Windo V a4 boom p Y Y�'.�� 'rn�ites, ...... Plant 13 for their "Bronze and Lighter Shades of Cap Coated R' id PVC Exterior .' Extrusions for Windows and Doors" dated 04/16/15, expiring A14/166ZQ,; • • • • • • 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and.Door*Profiles, :....: Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions 14; 4A.5-ndows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5t' Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 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. 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05, issued to PGT Industries for their Series "5500" PVC Single Hung Window - L.M.I." approved on 07/30/15 and expiring on 07/30/20. Manuel Pergz, �, Product Control Eiam,,U�er NOA No. 16--0714.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 ANCHORAGE —►i ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEFOR 28-1/8"MAX. O.C. 21-518" RADIUS -TOP �- 54" MAX. BUCK WIDTH FOR ARCH -TOP HEADER (SIM. 12' MAX. FROM MAX. O.C. HEADER (SIM. FOR ALL VARIES PER REINFORCEMENT LARGE &SMALL MISSILE FOR ALL FRAME SEAM yi 30" 12" MAX. / / _ WINDOW TYPES) LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT WINDOW TYPES) B SEE _ MAX. O.C. / -(f \y � SHEET 3 l 52-1/8" MAX. BUCK WIDTH _ 10" MAX. FROM SEE SHEETS 1.114" A, SEE r - - .T 12" MAX. / FRAME SEAM D. SEE _ 8 & 9 B. SEE _ 30" MAX. O.C. ►��-�--12' MAX SHEET 3+ I FIXED VISIBLE SHEET3 _ SHEE74 I LIGHT WIDTH A. SEE r_._ ._.rh I B. SEE _ �- 30" MAX. O.C. -�-I� 12" MAX. C. SEE 12" MAX. I SHEET 3 �— SHEET3i II SHEE74+ I FIXED II EQUALLY I VISIBLE I I/ A, SEE f EQUALLY 17.7/8" MAX. O.C. SPACED GHT 17-7/8MAX. O.C. SHEET3' ORS PER IGHTI SPACED ANCHHLEEQUALLY ANCHORS PER TABLES 9-11 81.78SPACED 121`7M.7A18X" . MAX. O.C. IIIjI III / 84TALES 9.11 O MAX. ANCHORS PER OQiI O I II 84- I BUCK BUCK — MAX. HEIGHT MAX. j I HEIGHT I 10- MAX. O.C. BUCK 10" MlilC. O.C. I 10" MAX. O.C. BUCK I AS SHOWN X l 4 HEIGHT I X I I Lj X I. I Q HEIGHT X j j /� (01.78" I I L_ _._._ ._ .T ( ! I I L.-.__ - _ MAX.) 13-314" MAX. O.C. ! I SASH 13-3/4" MAX. O.C. EQUALLY I EQUALLY I j 13-3/4" MAX. O.C. EQUALLY I SPACED I i �_ SPACED VISIBLE I SPACED I L.--- ----- SEE ANCHORS PER I ANC ES 9E1R1 HEIGHT A TABLES 9-NCHORS R ►J I 1 TABLES 9-11 i / / I / _[' SH 8 & 9 C _ I I MAX. 6-1/Y MAX. — _— _ — _ _— 6-i/2" MAX. - - NOANCHORS AT SILL ` __ _ _ NO ANCHORS AT SILL _ _ NO ANCHORS AT ILL It(` _ _ B 54" MAX. BUCK WIDTH ��NOTCH DETAILS, S, e J — NOTCH DETAILS, B 54" MAX. BUCK WIDTH �1 NOTCH DETAILS, D _- J 1 1l4 •� NOTCH DETAILS, S, SASH VISIBLE SEE SILL LIGHT WIDTH SHEET3 SHEET3 SHEET4 LEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION OWN WITH UAL -LIT ONFIGURATION SHOWN WITH ORIEL/PROVIEWCONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE, NAIL -FIN 75' HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW I (:FNFRAI Nf1TFS 1 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). """"""""""""""""""""'"" ' 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . FRAME, GLASS & ANCHOR 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPTIONS ............................. 2 INSTALLATION, FLANGE & CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS EQUAL LEG/BOX ....... ......... 3 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 INSTALLATION, INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). & J-CHANNEL...................... 4 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. INSTALLATION ANCHORS GLAZING DETAILS ........................ 5 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES ................... 6-7 6) 1l4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES ................. 8-10 7) DESIGN PRESSURES: EXTRUSION PROFILES ................ 11 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY &PARTS LIST........... 12-13 STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •NSUAF8PA NDS-2012 FOR WOOD CONSTRUCTION A 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL, ADM-2( 10) REFERENCES: TEST REPORTS FTL-7964 B 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE &BRONZE/ •AISI-S100-07/S2-2010 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS &. VMI D M UAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. "' ' ♦ • /; , • • • • • • • Revised Br. Date: Revision: A ADDED SPACERS USER INSTRUCTIONS: ;• • • JR 05/05/16 TO SHEET 11. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. • • ••. y•� • •TO •Revised By, Date: Revision: 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. - PRODUC T RE VISED es c iplyieg with Ole FkwW9 A, ,ce r°eie) tc !d . �yv� piration Date 20 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN - - "' - ® D•xdPlE Drawn By. PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW NOTES &ELEVATION J ROSOWSKI OF OBTAINED IN STEP I. ,,� 14•y011 GENERAL 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 8.11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR - • 1 • 10700 TEQHNOLOGI DRNE Tills. - "- Dots: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET.`I- 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.,' �.:`•` ., '.�� ":. : • ••: • • N. WENIDE, FL'42� • • • • • INGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, "'i. ' "• f • '• �.E. -480-160 )GO sdss/Mods]: Scale: Sheet: D-09 No. Rev: INTEGRAL FIN OR EQUAL LEGBOX). A./4YNNILI,Ek: P.E.# 58705 CERT. OF AIRH. �29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5 718" Laminated I.G.: 1/B" A Exterior Cap + 7116' Air Space + 5/18" Laminated; (2) Was of 1/8" A Glass with .090' PVB Intedayer 4,5 6 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/8' A Glass with .D90" PVB Intedayer 4,6 6 7 7/B" Laminated I.G.: 3116" A Exterior Cap + 3/8' Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3f8" Air Space + 5116" Laminated; (2) Lites of 1/9' A Glass with .090" PVB Intedayer 4,6 6 9 7/8" Laminated I.G.: 116" A Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer 7 7 10 7/8' Laminated I.O.: 1/6" T Exterior Cep + 7/16" Air Space + 6116" Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 7 7 11 718" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + S/16" Laminated; (2) Utes of 118" H Glass with .090" SG Intedayer 7 7 12 7/8" Laminated I.G.: 3116. T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer 7 7 13 7/8' Laminated I.G.: 1/9' A Exterior Cap + 8/16" Air Space + 7116" Laminated; (2) Utes of 3/16" A Glass with .09D" SG Intedayer 8 7 14 7/9" Laminated I.G.: 1/8' T Exterior Cep + 5/16" Air Space + 7/16" Laminated; (2) Liles of 3/16" A Glass with .090" SG Intedayer 8 7 15 7/8" Laminated I.G.: 3/16" A Extorter Cep + 1/4' Air Space + 711 B" Laminated; (2) Utes of 3116" A Glass with .090" SG Intedayer 7 7 16 7/8' Laminated I.G.: 3/16" T Extedor Cep + 1/4" Air Space + 7116" Laminated; (2) Liles of 3/16" A Glass with .090" SG Intedayer 7 7 Group Anchor Substrate Min. Edge Distance Min. Embedment" A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine SG=0.55) 16" 1.3/8" Steel, A36" 318" 0.050" Steel Stud, A653 Gr. 33+ 3/8" 0.0451' (18 Ga.) Aluminum, 6063-T5• 3/8' 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-W8" Concrete (min. 2.85 ksi) 1" 1-W8" Ungrouted CMU, (ASTM C-90) 2-117' 1-1/4" B #12 SMS (steel, `18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36' 318" 0.050" Steel Stud, A653 Gr. 33" 318" 0.0451" (18 Ga.) Aluminum, 6063-T5" 3/9' 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" I V4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" st Ultracon Concrete (min. 2.85 1) 2- " P.. a (SG=O. " 114" steel Creletlex Concrete (min. 3.35 ksi) 2-1/2" D 1/4" steel Creleilex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" I -We, 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-318" 1/4" steel Aggre Gator P.T. Southern Pine SG=0.55 1" 1-3/8' Grouted CMU, (ASTM C-90) 2" 2" Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/7' x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16' 24/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 112" 1-318" Aluminum, 6063-T5" 3/8" 0.050" Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A38" 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or410S.S.) P.T. Southern Pine (SG=.55) 9116" 1-/B" Aluminum, 6063-T5' 318" 0.063" Steel Stud, Gr. 33' 31W 0.D50" Steel,A36" 3/8" 0.050" 'GLASS TYPES 5. 7. 9. 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 301. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Conllgs. Shapes Installation Options that may be used (see Fig 8) (see Table 1) (see Fig A) (see Fig C) ....into 2X Wood Franle/Buckstrip - sheet 3, option 1 flange Equal-Lite, Square/Rect., Through the frame ....into Concrete/CMU - sheet 3, option 2 (#2) 5-16 OdeUPrWm & Cottage Arch -Top& Radius -Top of the window...... ....through 1XBucksldp into Concrete/CMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 ....Into 2X Wood Frame/Buckstdp - sheet 3, option 1 Box I Equal -Life, Square/Rect., Through the frame ....Into Concrete/CMU - sheet 3, option 2 Equal -Leg (#4) 5 - 16 Odel/PW&w & Cottage Arch -Top & Radius -Top of the window...... ....through 1X Buckstdp Into Concrete/CMU - sheet 3, option 3 ....into Metal -sheet 3, option 4 Through the ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 J-Channal Equal-Ute, Square/Rect., Integral An...... ,,,,Into Metal - sheet 4, option 7 (#1) 5-8 Oriel/ProMew 8 Cottage Arch -Top 8 Radius -Top Through the frame . ..-Into 2X Wood FramelBuckslrip -sheet 4, option 8 ..,,Into Metal - sheet 4, option 8 of the window...... Through the ....into 2X Wood Freme/Buckstrip - sheet 4, option 5 Integral Fin Equal-Lite, Squere/Recl., integral fin...... ....into Metal - sheet 4, option 7 5-8 Odel/ProNew & Cottage Arch -Top & Radius -Top Through the frame --Into 2X Wood FrameBuckstrip - sheet 4, option 6 „-.into Metal - sheet 4, option 8 of the window...... 7 /L EQUAL-LITE ORIEL COTTAGE ---{BUCK WIDTH --{BUCK WIDTH BUCK WIDTH�— x x w x RECTANGULAR w RADIUS -TOP m W i ARCH -TOP FIM IRF R- FRAMF TYPFS © I' FLANGE ox OR aLE I O I, I' FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 8-10. ar . •• '-••• •• • • • 'MIN, OF 31 LL - THREADS BEYOND • `N i Y r - 1074 TECHNOLOI�' D NE THE METAL ' 6, p•��-`, - - " SUBSTRATE. FOR . •. -. • N.'V€NICE,:42 5 STEEL STUDS,•' • ' �, • • �41)-480-1800• MIN. Fu=45 KSI& �;�:. e:•1. :,•�- • • • • MIN. Fy=33 KSI. A. LY,NN MIIU4ER)F�.E. P.E.# 58705 CERT. OF AUiH. /29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • "A' = ANNEALED "H" = HEAT STRENGTHENED "P' = TEMPERED "PVB" = .090" BUTACITEG PVB BY KURARAY AMERICA. INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida Building Corte Ac ,,,,. Nk, /6.0714. O-S 6xpimrwq unib 72D20 By Yr � Miami ['M�rtY Can dl'�/—J Daecription: wow' try: CLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI GLE HUNG WINDOW INSTALLATION - LM 05/15/15 I/Model: Scab: Sheet: O—ki; No. Rer SH-5500 NTS 2 OF 13 MD-SNH5500-01 A INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 - I- EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. �� EMBEDMENT EDGE FLANGE FRAME n DISTANCE _�_i_ j SHOWN I BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT I SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 OPT. (2)1" 81 30 INTERIOR 31 WEEP NOTCHESAT 80 EACH END. EQUAL-LEG/BOX " _-----��0❑ FRAME SHOWN .27" X 1.25" WEEPHOLE W/COVER @ 2.87" FROM 38 •° EACH END. L1/4" MAX TYP. ANCHOR TYP SHIM EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, \ SEE TABLE 2, SHEET 2. I SEE TABLE 2, SHEET 2. 19 20 OPT. SASH TOP LIFT RAIL o�cwtonv FLANGE FRAME INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1— 1/4' MAX SHIM D 18 44 BALANCE TYPE VARIES 42 WITH SASH nI WEIGHT FOR ALL WINDOWS: NOTES: I- 1 ANCHOR @ 3.65" 1' FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36' WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @16-3/8- INSTALLATION OPTION SHOWN MAY 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 18 ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE SCREWS 0 8-3/8' USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS - 18 DEPICTED AS 2X ARE 1-1/2" THICK USE EITHER OR GREATER. 1XAND 2X BUCKS � 6 LATCH OR (WHEN USED) SHALL BE DESIGNED i 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO - TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 8-5/8" DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. VERTICAL SECTION B-B 114" MAX SHIM NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET. EMBEDMENT 16 1/4" MAX SHIM SASH VISIBLE 17 LIGHT WIDTH EDGE DISTANCE EXTERIOR BUCK WIDTH HORIZONTAL SECTION A -A EQUAL .EG/BON FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 2. SHEET 2. 1/4' MAX. SHIM FLANGE FRAME SHOWN #10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPENING) IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. FRAME INTO METAL •• see VISIBLE LIGHT FORMULAS • f �. • 00 so • • • • • WIDTH @SASH: BUCK WIDTH - 6-1/2' FIXED LITE: BUCK WIDTH - 4-3/8' -_ HEIGHT(EQUAL-LITE) ".;.� 107d TEtHNOLO(f DIVE _'• BUCK HEIGHT/2.3-15/16" :.`.! •. '; • N. ICE, 4FL 42 •. • .,.`. • • 241)-480-1%00- *':'• . • • • • A. LYNN MILL R;. P:E. .ECERT. OF AUTH.29296 h'=s!5ey�s . • • • • • • . • • • •• •. • • • •• •• 0•• 0 • 0 000 0 • 1/4" MAX. SHIM EQUAL L " LA[7 EG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL By: I Dote: I Revlelon: Revielon: TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, • , • DISTANCE SEE TABLE 2, • °• � SHEET 2. PRODUCT RBVISBD as —plying with the Phmi& HMWjng Code A—pt.nec No l 0 Npimtion Bete _ •. By Minorunde Prnducf Ctmlydh Deecrlptlon: -- uy: FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Ssrlee/Model: Scala: Sheet Dra mg N.' Rev: SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL I"EMBEDMENTFIN INTO 2X WOOD FRAME OR BUCK. STRIP. SEE NOTE 2, THISEDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J-CHANNEL EMBEDMENT AND EDGEFRAME DISTANCE PER SUBSTRATE, S HOWN II II E SEE TABLE 2, SHEET 2. IIJ! T1 (SCREW SHOWN) FIXED VISIBLE LIGHT HEIGHT —1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) %1 OPT. SASH TOP JJ LIFT RAIL FOR ALL WINDOWS: BUCK � L' HEIGHT 50 O D 16 � 85 30 SASH EXTERIOR VISIBLE LIGHT HEIGHT 16 86 OPT. 85 (2) 1" 81 30 63 INTERIOR 31 WEEP NOTCHES AT 80 (I EACH END. 0 NOANCHORS REQUIRED IN FRAME 7 SILLS IF ANCHORING THROUGH FRAME. O MAX INTEGRAL FIN �--�^ SHIM SHI FRAME SHOWN w� 0 27" X 1.25" WEEPHOLE O36 W/COVER @ 2.87" I FROM EACH END. TYP. ANCHOR TYPE, EDGE DISTAN EMBEDMENT AND EDGE —�� DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36' WIDE: ADD ADDITIONAL SCREWS 016-3/8- FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8- FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-5/8" FROM SASH END. EDGE DISTANCE 1— J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM 1/4" MAX. SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C 1/4" MAX SHIM �-- EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN r OR ARCHITECT OF RECORD. FRAME SHOWN o J 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR (ALSO REFERRED TO AS DAYLIGHT OPTION 7 lu OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH INTEGRAL FIN INTO METAL '••'s;••• • • • • •• VISIBLE LIGHT FORMULAS • • • • • • • WIDTH @SASH: BUCK WIDTH-6-1/2" @ FIXED LITE: BUCK WIDTH - 4-318" 6 1 HEIGHT (EQUAL-LITE) Q • • • 11Fg HNOLO • I, �' • • ; •' • 07 BUCK HEIGHT/2 - 3-15116" _ ,•, �. • N.;VENiCE, FL�425 ' A.LYIR: OtIlW4E. P.EN 58705 CERT. OF AUTH. y29296 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) d By: I Doe: I Revision: PRODUCT REVISED os cemplying with dw F miff Ilu"d Coda Accaptnnca hM -� �Q^ F: irnt' Date GlJ Miami ndc Product Cou NEL & INTEGRAL FIN FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 isrbs/Model: S-I.. Sheet: Drowing No. Rer. SH-5500 NTS 4 OF 13 MD-SH5500-01 A 5/16" A/A PVB 7/16" AIR SPACE 1/8" A_ GLASS aEXTERIOR 7679 7/8" NOM. GLASS TYPE 5 1 7/8.NOM. 5/16" A/A PVB 7116" AIR SPACE — 1/8" T GLASS - aEXTERIOR 1 718"ANOM. GLASS TYPE 6 —►{ 7/8" NOM. 7/8" NOM. 5116" A/A PVB — 3/8" AIR SPACE- 3/16" A_ GLASS- GJ EXTERIOR GLASS TYPE 7 —+{ 7/8" NOM. 1 7/8" NOM. 5116" A/A PVB 3/8" AIR SPACE 3/16" _T GLASS aEXTERIOR 78-79 — GLASS TYPE 8 1 7/8" NOM. 1 7/8" NOM. 5/16" H/H SG 7/16" AIR SPACE — 1/8" A_ GLASS — aEXTERIOR GLASS TYPE 9 —1 7/8" NOM. �— 5/16" H/H SG 5/16" H/H SG M5/16" H/H SG 7/16" A/A SG - 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE — 1/8" T GLASS 3/16" A GLASS 3/16" T_ GLASS 1/8" A GLASS 1/8" T GLASS - aEXTERIOR a EXTERIOR a EXTERIOR GJ EXTERIOR < EXTERIOR GLASS TYPE 10 TYP. GLAZING DETAIL GLASS TYPE 11 !" NOM.GLASS GLASS TYPES 9 THROUGH rE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR • INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 8 15 MAY NOT BE UBED IN THE HVHZ ABOVE 30'. • GLAZING NOTES: 'A" = ANNEALED "H"= HEAT STRENGTHENED "T' = TEMPERED "PVB" = .090' BUTACITE®PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2 I V V II I GLASS TYPE 12 -� 7/8"NOM. 7116" A/A SG — 1/4" AIR SPACE- 3/16" A GLASS - a EXTERIOR GLASS TYPE 13 -1 7/8' NOM. 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS- EXTERIOR GLASS TYPE 14 I V V I I I I V N 11 PRODUCTREVISED GLASS TYPE 15 GLASS TYPE 16 1i i du,p Code tithe Flail AZI ptancc No Ik d 7L4 •o-4 C. i,.tinn Dale \ 1' 1 : I * , /; • • • • • • • RlWl"d By: Dole: Revleloa: L �� , �,. _ ; •; ,• • • Miatn' N& 14adaci ,,i,, •" ". • f • • Revlxd By: Dele: ReWef so 0 so so . ® Dewiptioa: D e BY: ��y!� * , PLAZING DETAILS J ROSOWSKI 6. ',.``.. �� 107 TECHNOL D T1tle: Date: • ,.• .i • N,NICE,�L42 INGLE HUNG WINDOW INSTALLATION - LM 05/15/15 •.,•;♦ ••' • �• • • Sedea/Model: Scala: Sheol: Drewing N. Rev: A. LYNN MILLER, P.E. CERT. OF AUTH. {�29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A -d.EY639705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 01. Type. 6, 0,780 Design Pressure, lbsf e +1- 50.0 R.Inf. Level R1 F-Iliednil-& sash eixee JLL I AOLC tl, JrICC I a ANCHOR GROUP AND QUANTITY. H HT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 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. Glen Type 0 R4181. Level R2 Bamm seen De piw b.L.n RAW VWAM Height Show sash kbbM Rage On) Design Pressure, Ibalke W,ndow BuckySMhm u to 48 R.125 23.5 Eq.". 11.394 +650 .n.0 +05.0 .70.0 St.ndaU Cdtpa 14.517 - 15.870 465.0 -70.0 4M.0 .70.0 28 Eq.Hk. 11.583. 14.616 +05.0 .70.0 .e5.0 70.0 Standard Pr Aew 11.377-11.582 485.0 -70.0 +85.0 -70.0 T.11e.1 23.517-MM 4s50 -70.0 ♦05.0 -70.0 St.nead Ccll.9. 20.9%- 21518 .66..0 .70.0 +65.. .70.0 37.375 Equa1-10.s 17.517 - 20.957 465.0 .70.0 +65.0 -70.0 Stadeltl PrW- 14.517-17.510 .65.0 -70.0 .65.0 -70.0 srwteel 11.317-14518 +65.0 .70.0 +65.0 JM0 Meet 27.583 - 31.011 405.0 1 -70.0 465.0 -70.0 e]emm Slee M517.2L(562 485.0 .70.0 +05.0 .70.0 Stand.d ColW9. 23.517 - M616 .65.0 .70A .030 .700 44 Egml-I8. 20.517-21616 +65.0 .70.0 4650 .70.0 Sceded Predwv 17117-M618 +65.0 -70A +65.0 .70.0 Cex(bm8lxe 14.517-17.516 +65.0 -70.0 .65.0 .70.0 ShanW.l 11.377 - 14.516 765.0 .M0 +85.0 -70.0 T.InI 31.58 . Mint .65.0 -no Zo .70.0 Standard CW*p 285t7. 31.552 +65.0 -70.0 .85.0 .700 Equ ' 20517. 25.516 .6S.0 .70.0 .65.0 .700 40 fitadew Pew- 1 17.517. 20516 466.0 .70.0 +05.0 .70.0 Cw1gm81za 1 14.617.17416 +050 .70.0 +05.0 .70.0 Cuelom Sba I 4.5V-14,516 +65,0 .70.0 45.0 .70.0 F sw.t 1 11.377 - 12.516 +65.0 -MO . A -Mi) E T.Int 31206. 37.636 +65.0 -70.0 +05A -70.0 6t.ndad Coupe 2B.517. 31207 +85.0 -70.0 +65.0 -70.0 Eq.Wit. 23.517 - M510 +65.0 .M.0 +050 .70.0 Cuemmsn. 20,517.23.51e 466.0 .70.0 +05.0 •70.0 4e.ers Blnbtd Pmd.w 17.517-7A.51e .05.0 .70.0 M5.0 .70.0 Q lem 9b. 14.517-17.516 .65.0 -]0.0 +85.0 -70.0 oxbm Slze 12517. 14,510 +06-0 .70.0 +0&0 .70.0 Shedeel II.3T7-12518 .06.0 -M0 405.0 .70.0 Teleel 38.517-41.844 +660 .70.0 +e6.0 -700 StaWld Catlepe, 31.517.3e.510 +050 .70.0 +05.0 -71.0 Equ"a Slended P.A- 28.517-31.516 23,517-M.518 .65,0 .65.0 .70.0 -70.0 +05.0 1 +56.0 .70.0 1 -70.0 02 l wnnsi.. 20.517-21516 +MO -70.0 1 485.0 1 -70.0 Uabm sne V.517.20.516 .65.0 -70.0 +85.o .70.0 Cwbm Sea 14.617 - 17.616 +850 -M.0 .65.0 E8.1 Cuebm Size 13.017-14.516 -MO -70A +55.0 .07.3 ShW®t 11.054.11010 .650 -70.0 485.0 0e.5 Telleet 39.517-41.644 +05.0 .70.0 +85.0 .70.0 Cuemm 6he 36.617-39.516 +65.0 .70.0 .85.0 70.0 Eq.14% 35.517. X618 +65.0 -70.0 +65.0 -70.0 75 Cwmm Slxe 32,511-35,518 +85.0 -M4 ♦850 .70.0 sh n lem Plo4ew 29.517- 518 +%.0 -70.0 +65.0 -MO Cwbm 6lx. M.517-232...5/0 .65V -70.0 +05.0 .013 3ha1..l 25.510-20.510 +65.D -70.0 +65.0 E6.5 Eq.Wk. 38.517-41.5N +85.D .70A +650 .700 B4 Cuelcm size 95.517-3e.618 .66.0 -70.0 +OS.O 472 Smnded Pradaw 39.e16-35510 .65.0 .70.0 +55.0 685 .178 Taleet 41.6N +65.0 .70.0 .mo E65 01an Typea &768 Design Pressure, Ibsltts •65.01-70.0 Re InE Lew1 R2 F..II window end sash sues Jtt IAbLt 7U, JHttl 9YVK ANCHOR GROUP AND QUANTITY. O HEADER n MEETING RAIL U o o 23 Q JAMB FxrERaR SASH a HEIGHT 23 SILL n _ SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 9 FOR ANCHOR GROUP AND QUANTITY. WINDOW BUCI.1 0.1 PRODUCT RBVISCD as complying with ft Flarid. 0tlilding Code n1�-pm.- N. j�'D G.Ilir SEE TABLE 10, SHEET "MIN. SASH HEIGHT ! : , , • • • • • • • • ROWsed W. Dote: Revision: tDate s.• .. ,' • •, 0 ` • • • • • Revised fry: Date: Revision: Mimtli )Ode Product r ll}„�t�b• Descripffen.. DESIGN PRESSURE TABLE Drawn W. J ROSOWSKI rr r 10�(1 $CHNOL&Y eRIVE • Title: Data: • . , • ,.' tT jVENI% FS34175 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 •;' • • •(941)-48041600 • •.� • 'A:'flYN 000 Sulee/Modal: Scale SMet: Dinwing No. Rev: ElSiL��..E. P.E.# 58 d5 CERT. OF AUTH. 129298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A ••• • • • • ••• • • • • • • • • • • • • • •• •• is• • •• •• is is • • is ••• • • TABLE 7' NMM==KMM=39MKMMMMMCMgMCM9= ===M�39M®" ®" ®" MM®" =MM ===11IMM39MUMMUMIUMIU MMUM m=mmumm®" Mom®" ommm ll=mE=mm3®" mmcmffmcmm am lic=mmmigmamimmm®" am®" om SEE IA.It 11, SHtt I lV FVK ANVI1Vtt VttWY fVVu VunrvV I r " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT-50.136 0MEMIMEMEMEMEMEMIMIMCMKMKMMMRMMM ��urmnmsmgmgmgmcm=3cmmmcMEMEMEMEMEMIMEM ��KTVMF-MKM®" ®" ®" I®" ®" CM®" c ®" gm®" 9m®" cm �®"' ®" ®" ®" ®" cm®" cm®" ®" ®" i ®" SMEM®" M §E==EEMCIEME IMEMEMEMIMKMEMEMMMEMEMEM�� wrm"mTromm"r-mgm EMEMEMIM mmlmmm mr-m�MFMMIMEMMMEMIMEEEMKMCMMMEMEMCMMMR� ��FMMEMItMKMKMEMEMEMUMKMKM®' EMCMI HEMS EM wr-mm!lgnnwmgmmmcmmmcMMMEME CMEMEMEMSMEMIMEm WM"X"—MFMFAMrilMEM®" EME EMEMMM®" MMCMMMKMEMIMKM EM=MgMMMCMMMCMMMCMMMCMEMEMEMIMEMMMEM orm""T�KZMMI MK ' K E KMEMCMMMIMEMCMEMIMmm9mcm WM".TMMKMTMMMCMKMEMIMIMEMEMEMIMEM®' ' KMKMEMEMEM ��Fmwnm gmmmgmmmcmmmcmmmcMEMIMKMEMKMIMIKM ��CMEMKMMMEMEMEMEMEMMM®" E E Em�n M=Mr"mrmgmmmcmmmcmmmcMEMEMEMUMEMIMEM--Rma EYMIZ�MCMEMEMEMI ME EMEMIMMMEMl=EMEMCMKM FMWMNMKMKMKMEMEMEMKMCMEDSMKM®' ' E sm SEE TABLE 11, SHEET I FUK ANUHUK UKUUH AND uUAN I I1Y. •' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT -50.136 • • *00 '•' • • • • NOTES:" 1) USE THESE TABLES FOR 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. Af LVNN MILLER„R.E:' P!E.# 6B7b3' 10?0 TLCHNOLIftY SRM No XENI% FLU 34 75 • 0(941)-480-M 60i CERT. OF AUTH. #29296 • • • • • • DESIGN PRESSURE TABLE J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 • Sertee/Modeh Seols: Short: 0fawNlq Na Row SH-5500 NTS 7 OF 13 MD-SH55OO-01 A SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE & BOXIEQUAL-LEG FRAME TYPES ONLY. ALL If CONFIGURATIONS APPLICABLE.) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES SASH HEIGHT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCTREVISED us complying with the Florida /iuildng Code \="pi' tce No 1('0 I 03 Rwlalon: E< ❑ t .Date !0M �L 1.lit:,n,i ),<& rdt.t c Rwtalon: 1i .625' U `T@J-CHANNEL FRAME525" HEAD/JAMB I 3.483" 2.444" .6T 11 11 T O J-CHANNEL LI 1.375" 5 FRAME SILL .6255" 1.872" � � 1.841" .085" .065" I 1.375" 0 1.231" o FIXED 16 SASH RAIL MEETING RAIL .175" -� 316" �{ .754" L� .035"--►{i'�--f LAMI IG 72 EXTRUDED 81 BEADING SCREEN FRAME 3.500" .062" 1.483 ico=l-� OFLANGE FRAME HEAD/JAMB - 3.483" -y{ Off- .062" 2.444" 1J D J �0�❑ OFLANGE FRAME SILL 3.500" - 3.500" --�If-►- .062" ��-- .062" .060" 1.483` a 1.483" .070" 1.184" � r- '-(� 810" EQUAL LEG O HIEADR/JAMB O HEAD JAMB FRAME 1.37LIGHT SASH HD SASH 5" I 23 REINFORCEMENT 25 REINFORCEMENT L - 3.483" j - .062" D 2.444' a�3 j 375' O FIN FRAME SILL 3.483" �D 2.444" DO❑ 0 OEQUALLEG FRAME SILL 070" .791"I --A 036" 1.331" STANDARD 26 MEETING RAIL REINFORCEMENT -�{ 1.182" �- �'--I}- 070" 1.041" .130" --►� 1.340" I�-- 27 HD MEETING RAIL REINFORCEMENT -�I 1.21 �-fI 1.376"� � 2.100"� 2.176" �1.472"� _1.565"�� .590" 471"� 7" 17 .��.355" 590 .035"14 7 060� .070" 05070" .0 BALANCE 8SASH STOP j COVER 50" SCREW COVER 19l INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED mnplying wilh 8,e Fie" :;,iildine Code -\ccq,lnnceNoi:O•�cy� • • • • • a a a a Hspiwion.D w IMP \ 1l • • • ••• • • • • Revl"d By: 0011: Rerialon: 0y. I Y • • • • • Minmi ode Prc,duct Ca>fno4. kw, r • • • • g lasd By: Dats: Revlsfon: .7T50" ! • , • • • • • .025" Deacdptlon: Drown By: O ROLLED - 6 -I L(I��j• *,•�:• • VyVJDOW EXTRUSIONS J ROSOWSKI 82 SCREEN FRAME i, 107D TECJNO&GY DR E 77t1e Date: N•VENI •FL 3j27j SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 i:i% •�;•'•• • J ••• • Sedgy/Model: Seole: Shaef: Dmwing No. Rev: �kLYNN'mlu 17,P.E. CERT. OF AUiH. �29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.tf 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BIII of Material # Part # Description Material 1 620101 Singe Hung Frame Head & Jambs- anne PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame SIII - J-Channel PVC 6 620106 SH/DH Frame SIII - Flange PVC 7 1 620107 SHUDH Frame Sill - Fin PVC 8 1 620108 SH/DH Frame SIII - Equal Leg/Box PVC 14 1 620131 IFixed Meeting Rail PVC 16 1 620129 ISash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Slop/Screw Cover PVC 19 620156 Pull Rail Interlock W05 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 AI 25 1 620152 IHD Sash Reinforcement 6063 T6 AI 26 1 620153 IStandard Meeting Rail Reinforcement 6005 T5 AI 27 1 620154 1 HD Meeting Rail Reinforcement 6005 T5 Al 30 1 61644 IWeatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .18T' x .220" PolyPlle 33 61825 Weatheslrip Plug, .220" Finseal 35 78X1MTTT #B x 1" Ph. PH SDS (Interlock Mounting Screw) 36 7WTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 716698P Meeting Rail Screw Support Plate 6063 T6 AI 38 720210 Weep Hole Cover PVC 40 720X)000C Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 41O SS Part # Description Material 76 Kommeding 4SG TPS Spacer System 77 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal X. Edge Spacer rctrtnnw� i w i rtr:rvn � a. r i vor i r, o00o a eory T-1 F 19 rnNT - BIII of Material, cont. # Part # Description Material 5 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X118OPTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Znc 50 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420161 UR Beveled Tllt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 1 720206 IPIvot Bar SS 63 720191 ISash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 314" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast 2Inc 67 7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 1 71646N Selling Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 83 47042 Screen Comer Key With Pull Ring X 2 PVC 84 47041 Screen Comer Key Without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 161635161614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28, 29. 34, 39, 61, 62, 68-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4" NOM. FOAM 3/16" NOM. POLYISOBUTYLEN WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS INT. GLASS INT. GLASS KODISPACE SUPER 75 77 4SGTPS SPACER®NXTTM ALUMINUM REINFORCEMENT POLYISO- NT FILL AREA BUTYLENE5/16" NOM. 5116" NOM. SEAL BUTYL & LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT.GLASS r EXT. GLASS INT. GLASS . GLASS 7aDURASEAL® 78 XL EDGETM SPACER SPACER %;1 • • • • • • • Retlei •:, • �R .. • • • RaRsi �� y �(6 . .. B1L 1071 TECIIryOLECY DRAE Dtt-0 ....,.. .�, .'• N. VENICE FL 3g27-* SIN • ' '' 0 R •. a • ' 4"1)-0180-1600 • Ser1 N k Lyf{t�( VILL'ER, P.E. P.E.# 58705 CERT. OF Al1TH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 W. I R#vIsion: 05/05/16 1 A) ADDED SPACERS PRODUCT REVISED o S complying with roe Fh*idp 13.61diva Code t �,,,d714-. A—ptxcce No O-3 i�xpirxlion Date �� By Mixmi )nde NroMlet IiOF MATERIAL (BOM) J ROSOWSKI 13LE HUNG WINDOW INSTALLATION - LM 05/15/15 ef: Seole: Sheet: Drewfnp No. Rev: SH-5500 NTS 12 OF 13 MD-SH5500-01 A FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 57 OR OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FORCE BALANCE OPT. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY OPT. PULL HANDLE, EXTERIOR L:�' ---- ---- 7TgChEg ---- BALaNcE - • 10-4 TEC�NOCbGY DJE • • • N•+NT VEE• FL V27 00 ,A: LYNN.MILLER, P.E. P E # 58705 r CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPT. BEVELED INTERLO( & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS c=ronurrlucvlsr-.D 'plying with tiro Ftwldt ., '.luilt(inq Code Acceplavoc Nn l�o-o f¢.p3 :tpiralitpt Dale _ /�_ +� a Revfalon: Hy .'Mfam' kde I'rod+cPCna� Rev(alon: ;LODED ASSEMBLY J ROSOWSKI Date: GLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Model: Scole: I Sheet: Diawinq No. Rev: SH-5500 NTS 13 OF 13 MD-SH5500-01 A