The URL can be used to link to this page

WS-18-3583 (2)'A Miami Shores Village 7r, :0t Building Departmentc 04 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 07-R FBC 20 I--1 BUILDING Master Permit No. wS Ig - 3 sg3 IRMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: -� v1? w � ` 1 � 13( — ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Tjl r the Building Historically Designated: Yes NO Occupancy Type: Load: { Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): YL`.,:W �—emu� Phone#: Address: Tf NUJ M 7'Q� City: \11.Jt" I' J l" - Tenant/Lessee Name: Email: State: CONTRACTOR: Company Name: THE HOME DEPOT USA INC Phone#: lsti — Address. 2455 PACES FERRY RD C-11 City: ATLANTA State: GA Zip: /30,3/39 Qualifier Name: �b�e\ �� Phone#:" lL`1',�,Sb 1 State Certification or Registration DESIGNER: Architect/Engineer: Address: Certificate of Competency #: *12— ] City: State: Zip: Value of Work for this Permit: $: Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 12 J` j2 a-, i q"%.,( 4 Ir" n .. C r t. c r Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 1'01�61cr� mom� CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ � ' 2-0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City /°dI`i6/F� Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Y' � R, - '—, -9 OWNER or AGENT The foregoing instrument was acknowledged before me this day of X1�yw' k - 20 � by (�fc, A 17 %,G✓ L� who is personally known to me or who hasp"roduced �LG-d-4-- as identification and- vho did take an oath. NOTARY Signature CONTRACTOR/ The foregoing instrument was acknowledged before me this day of �1JA 20 , by %ZI�rP 7 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ' Sign:'+' C ��aNASTASIi - c�, ,(. Notar Pub Print: Print: "I Com,mi s,on # GG 20208! Notary Put�lic State of Fb►ide Seal: ftertoD Seal: v'y Commissor Expires • 8nie18abani � A pinl 01, 2022 My CoMM=ion GG 139480 - - — - �a Expires oaf0a=i as s*****s**ss*s*sss*s*ssss**s**s*s**ss*sss***s****sssssssss***s****ssss*ssssss*ss*s*s**s*ss*sss*s*****sss*ss* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 0 �'FFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0550 Property Address: 348 NW 111 TER Miami Shores, FL 33168-3340 Owner PEGGY RENAUD Mailing Address 348 NW 111 TER MIAMI SHORES, FL 33168-3340 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half .......... _ _........ 3/2/0 Floors 1 Living Units 1 Actual Area . ................................................_..__ 2,032 Sq.Ft ._ Living Area _. _ _........_......_...... ............. 1,454 Sq.Ft Adjusted Area 1,702 Sq.Ft Lot Size ..___.._........._.._... Year Built 7,500 Sq.Ft _ 1953 Assessment Information Year 2018 2017` 2016 Land Value $161,028 $161,028 $134,829 Building Value $118,459 $118,459, $118,459 XF Value $21,302 $21,316; $21,330 Market Value $300,789 $300,803 $274,618 _...._.._. _ Assessed Value $104,994 ..._.. .... _- $102,835 $100,720 Benefits Information Benefit Type 2018 20172 2016 Save Our Homes Assessment $50,000 $50,000 Taxable Value $54,994 $52,835 $195,795 $197,968 $173,898 Cap Reduction ... ....................... _. __ ..__...._ Taxable Value ...._..__..._ $79,994` $77,83551 $75,720 Homestead Exemption $25,000 $25,000 $25,000 Second $54,994 $52,835 $50,720 _._._............ _. _ _ __.__. _._......_........__._..___ �. Regional Exemption Value Exemption $25,000 $25,000 $25,000 Homestead ___ $52,835 _.. _... _.......... ._.__... $50,720 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 NEW MIAMI SHORES ESTS PB 51-80 LOT 7 BLK 3 LOT SIZE 75.000 X 100 OR 12383-2643 1284 1 Generated On : 12/4/2018 Taxable Value Information _ m Previous 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $54,994 $52,835 $50,720 School Board Exemption Value $25,000, $25,000 $25,000 ... ....................... _. __ ..__...._ Taxable Value ...._..__..._ $79,994` $77,83551 $75,720 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $54,994 $52,835 $50,720 _._._............ _. _ _ __.__. _._......_........__._..___ �. Regional Exemption Value $50,000 $50,000 $50,000 _..__..___. Taxable Value $54,994 ___ $52,835 _.. _... _.......... ._.__... $50,720 Sales Information Previous OR Book - Price Description Sale PageQualification 24221- Sales which are disqualified as a result of 02/01/2006 $0 3728 examination of the deed 12383 12/01/1984 $77,000 (Sales which are qualified 2643 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclai mer. asp https://www.miamidade.gov/propertysearch/ 12/4/2018 Miami; shores Village Building Department 10050 N.E.26d Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.83972 TnsIpection requirements for: Wi:l3dows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issu,ince 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). Acknowledgement: 1 IR /z Qualifier/C)wner Signature Date Print Name W, t. r % Home Improvement Agreement: Page 1 Home Depot License Number(s): Visit www.homedepot.com/c/SV_HS_Contractor_License_Numbers for latest license info FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name: jAlberto Babani Registration No. (if applicable): Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will furnish, install or service the equipment listed below at the price, terms and conditions as outlined on this form. Renaud Peggy Miami 1-9MQIJDX Customer Last Name Customer First Name Store # / Branch Name Lead/Customer Order # 348 NW 111th Terrace Miami JFL 1 33168 Customer Address City State Zip (305) 300-0 1 1prenaud2103@yahoo.com Home Phone# Work Phone# Cell Phone# Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC., 2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL The Home Depot I @ customercancellationsouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENTS WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN TO ACKNOWLEDGE -THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTI OF TO CANCEL. Acknowledged by: 10/18/2018 omer's Signature Date Contract Price an Pa nt Schedule : Payment of the Contract Price is due upon signing unless a different payment 4chedule is required by law, specified below or in a payment addendum. Contract Price: 128968.09 Includes all applicable taxes. Excludes finance charges.* Sales Tax: 10.00 (If applicable) *Maximum deposit ONLY applicable in MD, MA, ME (3301,), NJ, Wl (9901o) Dep. 10.00 % Deposit Amount 10.00 1Remaining Contract Balance 128968.09 The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 Customer Agreement (C,E,I) (31 Jan. 18) v 50.1.2 r � � • Home Improvement Agreement: Page 2 * Finance Charges : Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to Home Depot. Insurance proceeds will will not -/ be used to pay some or all of the total amount of sale. Description of Work to be Performed : A detailed description of the work to be performed is included in the paragraph entitled Scope of Work or Specification which is included in this Agreement. Anticipated Delivery Date/ Installation Schedule Approximate Start Date: 12/13/2018 Approximate Finish Date: 01/10/2019 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization : You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. Q%litialing this paragraph, I consent to receive only electronic records related to this transaction. Initial ccept nce and Authorization : By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand, and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; and (iii) all rights and interests under this Agreement ;ar olely vested in the perso ed as "Customer" above. 10/18/2018 The Home Depot ustomer's Signature Date Service Provider Name X 110/18/2= 6500 NW 12TH AVE SUITE 110 Co -Sig plicable) Date Service Provider Address X 10/18/2018 fFT.LAUDERDALE I FL 33309 ehaIf of Home Depot Date City State Zip MVendor /Service Provider Phone # Service Provider License Number The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 Customer Agreement (C,E,1) (31 Jan. 18) v 50.1.2 JOB# 10846193 WINDOW AND DOOR INFORMATION SHEET Name RENAUD Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE (+) PSF (-) PSF REQUIRED OPENING DESIGN PRESSURE (+) PSF (-) PSF Window Opening Dimension Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 5 17-0411.08 3 PNL 1/4 65 70 48.6 52.8 112 51 NO NO 2 4 17-0614.16 CASE 70 110 48.6 52.8 37 51 NO NO 3 4 17-0411.08 3 PNL 1/4 65 67.2 48.6 52.8 112 63 NO NO 4 4 17-0504.05 PD -F 70 70 48.6 52.8 37 81 NO NO 5 5 17-0411.08 1 PNL 65 70 48.6 65.1 73 51 NO NO 6 5 17-0411.08 1 PNL 65 70 48.6 65.1 73 39 NO NO 7 5 17-0411.08 1 PNL 65 70 48.6 65.1 73 39 NO NO 8 5 17-0504.05 PD -F 70 70 48.6 65.1 71 83 NO NO 9 4 17-0614.16 CASE 70 110 48.6 52.8 37 27 NO NO 10 4 17-0504.05 PD -F 70 70 48.6 52.8 71 81 NO NO 11 4 17-0614.16 CASE 70 110 48.6 52.8 37 39 NO NO 12 5 17-0614.16 CASE 70 110 48.6 65.1 37 39 NO NO 13 4 17-0504.05 PD -F 70 70 48.6 52.8 33 79 NO NO 14 4 17-0411.08 1 PNL 65 70 48.6 52.8 75 27 NO NO 15 4 17-0411.08 1 PNL 65 70 48.6 52.8 37 26 NO NO 16 5 17-0411.08 3PNL 1/4 65 70 48.6 65.1 112 51 NO N IPNU3PNL= 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 .. ... . . . . . .. ....... psi �� a3 i BY ( DATE leis • - ZOO" G DEPT' • • TEA i` DGi DEPT •• : : •V ; ; `, 11i,;f CT TO COMPLIANCE WITH ALL FEDERAL •• • • • .••.i IYAH A'If)COUNTY RULES AND REGULATIONS 1 OF 1 7 348 NW 111 TER, MIAMI SHORES (RENAUD ) 12 8 10 GARAGE 9 11 I � BEDROOM BATH DINING KITCHEN LAUNDRY 14 6 III BEDROOM 5 lll'-j EGRESS 4 LIVING BATH 15 16 BEDROOM 1 13 FLORIDA BUILDING CODE 2017 - 6th 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 IN P51' 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative 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 1 47.4 58.6 31-40 42.5 46.1 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 '70.0 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRE55URE5 IN P5F 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 1 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative z4 & z5 z4 dr z5 z4 z5 z4 dr 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 1 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 51-60 49.1 53.2 65.4 -T§-6758.2 71.8 LOCATION EXAMPLE MIAMI-Dppl!Q MIAMI-DADE COUNTY WIND PRESSURES IN P5F 170 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Negative z4 (S 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 1 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 1 56.1 69.0 56.6 61.3 75.7 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRE55URE5 IN P51' 175 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 4 z5 z4 z5 z4 do z5 z j j5 0-15 44.5 48.2 59.3„ 48.6 5?8 •85.1 16-20 46.8 50.7 62.4 • 1. 5!i4 68.5 21-30 50.2 54.4 6I-BT.9 5 4 .T .4 31-40 52.8 57.2 762.5 •77.1 41-50 54.9 59.4 751-60 BW less or equal than BL DATE: 09/17/2018 56.6 61.3 767.1 PEDRO DE FIGUEIREDO - PE 52609 • 62.9 LOCATION.... EXAMPLE NOT VALID WIOUT SEAL MIAMI-Dppl!Q • • • • •Q?JNTY • • • • GENERAL NOTES: • • • 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLAUDING' (HURRI N • SHUTTERS WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THEESj q • 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 obstruction 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 3V, open country and grasslands. Exposure C will apply when exposure D 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 greater than 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=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) ,sass••...••••••• 10- DIRECTIONALITY FACTOR Kd =.85 (Wind Directionality Factor) ss • 11- TRIBUTARY AREA: 10 SQF .0 DE F1^ •••. 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the etas Q " ,,,..••• ... GUF •�• Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. ,••• Q� E N S 0.52609 9/17/2018 ? PPMF Inc ': STkTOct� CA 32459 •. Q� % F�/ 14 950 N. Pine Island Road #915 - Florida 33324 �•ts+•'•Plantation •.aS�aaE-mail: PPMF '•.•R00E -tom �Hc:GHT l''-. ,AOL.com a-BWx0.1ora-hx0.4 BW less or equal than BL DATE: 09/17/2018 a must not be less than PEDRO DE FIGUEIREDO - PE 52609 a = 3 feet or a= 0.04 x BW NOT VALID WIOUT SEAL 9/17/2018 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the FloMdaAxilding Code including the High Velocity Hurricane Zone. • • • • • ESCRIPTION: Series "HR -5510" PVC Horizontal Rolling Window — L.M.I. • • APPROVAL DOCUMENT: Drawing No. MD-ER5510-01 titled "Horizontal Roller* `1•M", sheets 1 :0000: through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by mant fwiyter, sig%e�h�nd 0 .... • sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product CorACQls9evision stwp with!•;•• the Notice of Acceptance number and expiration date by the Miami -Dade County Proavof ContrW%S ction. motes* ).MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •� LABELING: Each unit shall bear a permanent label with the manufacturer's pames or logi! C"hye, state+ •: model/series, and following statement: "Miami -Dade County Product Control Approved", unlers, olherwis$ • • • •; 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. 17-0411.08 f/ Expiration Date: , Z 3 f 1 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, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testin; Jwratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL:8976; dat *d 11/16/1 �,� • 06/07/16 and 06/02/16 respectively, all signed and sealed by Id4l""Orteia,-V • ....:. (Submitted under previous NOA No. 16-0714.17) 000:00 • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. • • • • 0 0 • • • • 0 • 2) Uniform Static Air Pressure Test, Loading Ver MC TAS M-94 ":". 3 � � � Water Resistance Test per FBC TAS 202- •: • 4) Forced Entry Test, per FBC 2411.3.2.1, an(ITAS.202-94 .' 5) Large Missile Impact Test per FBC, TAS A144: ; • • ; • • • •: • 6) Cyclic Wind Pressure Loading per FBC, T S 243-94 ' :....: along with marked -up drawings and installation diagram of series 5410 anJ;e;ies 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?duct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15- C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0903. 10) 2. Glazing complies with ASTM E1300-09 ;...;. D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resouroag{RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amejrje4.Inc. f4� =jeir "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlaters:dated 01/19/17, expiring on 07/08/19. • ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Am* a1 ea, Inc. fOr their "SentryGlas® (Clear and White) Glass Interlayers" dated 0051T5, exp4oln" n 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. G� Jorge M. Plasencia, P.E. Pr?duct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 3l, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC_511 Edition (2014) and FBC- 61h Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0903. 10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for tt&.jeries "HR -5510" PVC Horizontal Rolling Window - L.M.I., approved cad D9/01717 and •• • •• • expiring on 09/24/20. • •t•••• • Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 2S ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX. A. SEE r� SHEET31 EQUALLY SPACED ANCHORSPER TABLES 17-22 SEE SILL WEEPHOLE- DETAILS, SHEET 3 AX. O.C. 3' SEE SHEETS 19" 76" X.O.C. MAX BUCK HEIGHT MAX .f 1-114" MAX. C, SEE r SHEET4+ 1.� SEE SHEETS 9-16 __ a D, SEE SHEET4 10" MAX..-- 7 ELEVATIONS ................................. I FRAME, GLASS & ANCHOR • • • • • • • ® I 0 X I INSTALLATION, FLANGE & Revts<d W. SEE SHEETS JJJ 9.16 C 72" MAX. BUCK HEIGHT WEEPHOLE_/ 4' O.C. i, DETAILS, 3" MAX.BETWEEN SHEET4 EEPHOL£S 75" MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX. F� E. SEE SHEET3�Ir EQUALLY SPACED ANCHORS PER TABLES 223-27 T MAX. BEE St1LL- WEEPHOLE DETAILS, SHEET3 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE & SMALL MISSILE LEVEL, SEE SHEETS 6-8 IMPACT RESISTANT 15.W 18.94 " N1AX. U.G. MAX. O.C. I _ B, SEE 9HEET3 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) NIUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 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 SEAL) NGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. 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. I HE 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 BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. WEEPHOLES 140' MAX. BUCK WIDTH - ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION 63" MAX. BUCK HEIGHT 15.6T MAX. O.C. 6 3" MAX. •-2044 L"I RRIDA BUILDING CODE (FBC), 6T1 EDITION • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM F1300d19 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI SIOO-12 •AISC 360-10 GENERAL NOTES ......................... 7 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR • • • • • • • ® OPTIONS .......................... _ 2 INSTALLATION, FLANGE & Revts<d W. EQUAL LEGBOX................. X O X & J -CHANNEL_...._ ............. 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) NIUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 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 SEAL) NGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. 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. I HE 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 BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 & 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. WEEPHOLES 140' MAX. BUCK WIDTH - ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION 63" MAX. BUCK HEIGHT 15.6T MAX. O.C. 6 3" MAX. •-2044 L"I RRIDA BUILDING CODE (FBC), 6T1 EDITION • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM F1300d19 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI SIOO-12 •AISC 360-10 GENERAL NOTES ......................... 7 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR • • • • • • • ® OPTIONS .......................... _ 2 INSTALLATION, FLANGE & Revts<d W. EQUAL LEGBOX................. 3 INSTALLATION, INTEGRAL FIN 1070 TECHNOLOGY RIVE N. � • (941}48o-1�D OOP•rRIC{Il'bm,7 POT 911ilES, INC. TILL raoH7s a & J -CHANNEL_...._ ............. 4 GLAZING DETAILS .......................• 5 DESIGN PRESSURES ................... 6.8 ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROF LES & BOM.... 17 ASSEMBLY ..................................... 18 USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIUN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLA2ING OPTION FROM (TABLE 1)AND REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TAR! ES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3) DETERMINE THE MOST SUITABLE ANCIIOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION C CONDITIONS. 4) DETERMINE THE ANCI IOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 20R3, AND THAT ALL MIN .REQUIREMENTSFROMTHISSHEET SE'f ARE MET, _ 5)1NSTALL AS PER SHEET 3 FOR FLANGE(EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINOCHANNEL INSTALLATION. USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGBOX), SEL FIGURE BON SHEET 2. i l i i l l 1 �� 7 wr oN'...... N '� • a.��•'•LL�ENv��4%I� • • • • , 1 • �.. • •• = 0 t • • • • • 11110- 1110 - _ 1 ;t' `A -_ �; i(� ., 1E ,•' (V�� • i q,•.tf( ORIDt'•. •'• \� y :7 , .•""' 'g _y`C9 �'� • • �ON/A��L� 1�;`�` • • • • A•L�NNIMRIER Pi • • P E N Sd706 • • • • • • • • • ® Revised W. JR Date: 03/27/17 Revidon: UPDATED TO FBC 2017. ADOE' NOTE TD ANGNDR OTr, 713!3. Revts<d W. Date: Revision: Dexnp6on. GENERAL NOTES &ELEVATION 1070 TECHNOLOGY RIVE N. � • (941}48o-1�D OOP•rRIC{Il'bm,7 POT 911ilES, INC. TILL raoH7s a rdb: HORIZONTAL ROLLER - LM Sedu/uadd: Scale HR 5510 NTS Sheet: 1 OF 18 CERT•OF AUTI� RZ929e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.08 ExpiratiioonDate 08/24/2020 By ! Niami-Dg Product Contr J ROSOWSKI 05/15/15 Drawing No. Rav: MD-HR5510-01 B Glass Description Listed from Exterior to Interior Type 5 7/8" Laminated LG.: 1/8" A Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass with -090" PVB Interlayer 6 7/8" Laminated I. G.: 1/6' T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8' A Glass with .090" PVB interlayer 7 718" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/B" Air Space + 5/16" Laminated; (2) Liles of 1/6" A Glass with .090' PVB Irdedayer 10 7/8" Laminated I.G.: 1/8' T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 11 7/8' Laminated I.G.: 306" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 12 718" Laminated I.G.; 3116" T Exterior Cap + 3/B' Air Space + 5/16' Laminated, (2) Lites of 1/8" H Glass with .090' SG Interlayer 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 15 7/8" Laminated I.G.: 3116" A Exterior Cap + 114" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 16 7/8" Laminated I.G.: 3/16' T Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Utes of 3/16" A Glass with .090" - -Interlayer A IJrM(lAC 1.- 11. THF F.AMP ' 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" TROSIFOLS PVB BY KURARAY AMERICA. INC "SG' _ .090" SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, c 1 & 15 MAY NOT BE USED IN THE • HVHZ ABOVE 30'. Material Glass Options (see Table 1) Min. Fr Min. Edge Min. Group Anchor Substrate Distance Embedment" E 2-1/7 x .131" Common/ Nail P.T. Southern Pine (SG=O. ) - 7/16" 1 B" Elco UxraCorM #10 SMS Steel, A36" 318" 0.050" 189.7 ksi (steel, 18-8 S.S. Steel Stud, A653 Gr. 33' 3/8" 0.0451' (18 Ga.) A or 410 S.S.) Aluminum, 6063-T5' we, 0.050" (steel, 18.8 S.S. Steel Stud, Gr. 33" P.T. Southam Pine (SG=0.55) 7116" 1-318" or 410 S.S.) I 3116" steel Uhracon Concrete (min. 2.85 ksi) 1" 1-3/13" P.T. Southern Pine (SG=0.55) Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" #12 SMS Alwninum, 6063-T5' P.T. Southern Pine (SG=0.55) 9116" 1-318" (steel, 18-8 S.S. #12 SMS SM88 Steel, A36' 3/8" 0.050" B (steel, S.S. Steel Stud, A653 Gr. 33'318" 0.0451" (18 Ga.) or 410 S.S.) Aluminum, 6063-T5` 318" 0.063" Concrete (min. 2.85 ksi) 1" 1.3/4" C 1/4" steel Uitracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 1 Concrete -3/4" 1/4' steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 3/4" steel racon F. 1. boutnem l =. ) 1 114" steel Cretetlex Concrete (min. 3.35 ksi) 2-112" 1-314' Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4` D OD 1/4" steel Creteflex 1/4" steel CreteAex P.T. Southern Pine (SG=0.55) 1' 1-3/8" 114' steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1.3/0" P.T. Southern Pine 114" steel Aggre-Gator Grouted CMU, (ASTM C-90) 2" 2" ' 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" TROSIFOLS PVB BY KURARAY AMERICA. INC "SG' _ .090" SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, c 1 & 15 MAY NOT BE USED IN THE • HVHZ ABOVE 30'. Material Glass Options (see Table 1) Min. Fr Min. Edge Min. Group Anchor Substrate Distance Embedment E 2-1/7 x .131" Common/ Nail P.T. Southam Pine (SG=0.55) 318" 2-7118" Elco UxraCorM 2-112" R)ng-e hank Rooling Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7116' integral Fn 03) 189.7 ksi P.T. Southern Pine (SG=0.55) 112" 1-318" A36 Steel #10 Trusshead SMS Altrninum, 6063-15' 3!8" 0.050" 45 ksi (steel, 18.8 S.S. Steel Stud, Gr. 33" 3/6" 0.0451' (18 Ga.) F or 410 S.S.) I Steel, A36' 318" 0.050' P.T. Southern Pine (SG=0.55) 9116" 1.3/8` #12 SMS Alwninum, 6063-T5' 3!8" 0.063" (steel, 18-8 S.S. Steel Stud, Gr. 33' 1 3!8` 0.050" or 410 S.S.) 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" TROSIFOLS PVB BY KURARAY AMERICA. INC "SG' _ .090" SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 5, 7, c 1 & 15 MAY NOT BE USED IN THE • HVHZ ABOVE 30'. Material Glass Options (see Table 1) Min. Fr Steel Screw 120 ksi 18-6 Screw 95 ksi 410 Scraw P127.4 110 ksi Elco Aggre•Gatcr® 96 kal _ Elco UxraCorM ...into Concreie/CMU- sheet 3, option 2 1771W 410 SS Eloo CreteRm(M integral Fn 03) 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi INSTALLATION NOTES SEE SHEETS 3 8,4 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 WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET, 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 1-112" l HICK UR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRLCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Frame (see Fig B) Glass Options (see Table 1) InstallationTypes Conditions Substrate Option Detail Sheet J -Chantel l#tI 1-4 Through the integral in...... ....into 2X Wood F-rame/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the name of the window........ ....Into 2X Wood Frame/Buckstrip - sheet 4, option 8 Anto Metal - sheet 4, option 7 Flange (#2) 1-4 Through the (tame of the window...... ....into 2X Wood FralnelBuckstdp - sheet 3, option 1 ...into Concreie/CMU- sheet 3, option 2 ,-..through 1X Buckstrip into Concrete)CMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 integral Fn 03) 1-4 Through the Integral In...... ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 ....Imo Metal - shest 4, option 8 Through the frame of the window...... ....Ido 2X Wood Freme/Buckstrip - sheat 4, option 6 ,,..into Metal - sheet 4, option 7 Box] Eq(#4) g {# t) 1-4 Through the frame of ttx wudow...... ....Into 2X Wood Frame(Buckstrip - sheet 3, option t ....into CancretelCMU -sheat 3, option 2 ..through1X Buckstnp into Concrete/CMU - sheet 3, it:,: -13 ...,into Metal -sleet 3, option 4 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. 11Iu�II 0A FLANGE I 0 .� •' Li 00SF9''. f • BOX OR EQUAL - LEG RI J -CHANNEL I INTEGRAL FIN • 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. \•\,lit ///� ' • �ptN�-iN er, • • • • • • • • .� •' Li 00SF9''. f • • *r • Np.4o5 • s. * 7 • .• `MIN. OF3�I -3 y'�'�-_ •�\ 1070 TECHNOLOGY DRIVE OS THREADS �l T E O• ,. (V ` • BEYOND THE 7 ~.��pR1OP,.�(\ ? M • N. VENM,Q'L 302" • �`rS'j �t�' • • SMETUBSTRATE. • r, NA4 • • • w(941}48(F1m0 coraoRR2017 PGAMUSMES, W • •aL RODS RAP M® • �' P€ • • CERT 9298 ��' P.E# 5870fS • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wore W..Dab: Rsweron: JR 03/27/17 NOCMANGES THIS -111 PRODUCT REVISED as complying with the Floridat Building Coda tson-No. 17-0411.08 Expiration Date e009124/2020 By '- — Miami--0� Product Contr D—Aplren: GLASS/ANCHORS/FRAME OPTIONS MI.: HORIZONTAL ROLLER - LM Serkr/Modd. Sed . Sheet: 1 HR -5510 NTS 2 OF 18 J ROSOWSKI Dote: 05/15/15 QHR5510-01 I B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES �— DADE APPROVED MULLION, a 28 FBC COMPLIANT ALUPAINUM/STEEL FRAMING TYP. ANCHOR TYPE, INSTALLATION OR STEEL STUD. MAYBE EMBEDMENT AND EDGE OPTION 1 FIXED VERTICAL OR HORIZONTAL. DISTANCE PER SUBSTRATE, ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO 2X WOOD TABLE 2, SHEET 2 FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. FLANGE EMBEDMENT #10 OR#12 STEEL FRAME SMS (G5), SEE SHOWN TABLE 2, SHEET 2. _JLJ ��I I 114' MAX SHIM BUCK / �— DADE APPROVED MULLION, a 28 FBC COMPLIANT ALUPAINUM/STEEL FRAMING 21 OR 22 OR 23 VISIBLE LIGHT OR STEEL STUD. MAYBE VISIBLE TYPICAL FOR FIXED VERTICAL OR HORIZONTAL. LIGHT LDE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2, SHEET 2 BUCK / HEIGHT EXTERIOR a T_ 21 OR 22 OR 23 VISIBLE LIGHT (SEE SHEETS 6-8) HEIGHT TYPICAL FOR ALL SASH WEEP NOTCHE 3/4" X 1/, 1.114"X 1h OPERABLE SASH FLANGE FRAME SHOWN INSTALLATION 21 OR22 OR23 OPTION 4SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6 ) ANCHORED THROUGH TYPICAL FOR ALL FRAME INTO METAL "XO"OR'OX"SASH 1/4" MAX. SHIM CC19 16 30 16 13 201 a 40 OPERABLE 43 r --i �� ♦.,''LL /- SASH FIXED LITE VISIBLE LIGHT WIDTH �OCL.JiJ'� VISIBLE 42 EXTERIOR FLANGE 72 —�' LIGH� WID 6 14 FRAME C24 OR 25 R 26 a 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 28 —/ 41 FIXED VISIBLE _ o LITE o Z VISIBLE LIGHT WIDTH f� 1 LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, SHEET 2. 1/4" MAX SHIM—►� EMBEDMENT 029 —_ — 28 EDGE •" DISTANCE -� J7 ANCHOR TYPE, EMB EMBEOMENTAND -JL_J .. EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 01i 4 EQUAL LEG (1) AT MIDSPAN OF INTERLOCK FRAME 43 (1) 3.1/2" FROM EACH SASH SHOWN CORNER AND (1) AT CENTER OF SASH STILES/RAILS 22 OR 23 6 (SEE SHEETS 7-8) TYPICAL ?�.. FOR ALL'XOX" SASH yi 25 OR�2>6 �1 LIGHTVISIWIDTH � 72 EXTERIOR 2 (SEE SHEETS 6°8) TYPICAL FOR 104_ Oq ALL "XOX" FIXED MEETING RAIL MAX - BUCK WIDTH �l SHIM EQUAL -LEG as PRODUCT REVISED the Florida HORIZONTAL SECTION E -E (XOX) FRAME I i41_ATION AS PER SECTION A -A ABOVE SHOWN Building Code EQUAL LEG 111 ii�Tf 1 f NOA-No. 17-0411.08 FRAME SHOWN - + j Y i • • • • Redsed By: Dote: ReNaton: Expiration D e 09/24J2020 EMBEDMENT �`' E?•�'� f • JR 03/27/17 NO CH4NGES THIS SHEET. INSTALLATION w` a . M5 ! By Q' • s • =�'= Redeed By: Date: Revision: Miami a Product Control OPTION 2 1 I_!_ • 1yp ! • ANCHORED THROUGH _ j �1k �{U5• • • FRAME DIRECTLY INTO E -• • • • • • • Drown Br CONCRETElCMU.- ® DeeMpt/on. DISTANCE VISIBLE LIGHT FORMULAS FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP EMBEDMENT AND EDGE (EQUAL -LITE, XO & OX) %ANCHOR TYPE,O'n''-, ,cTATE <C/�� 1070 TECHNOLOGY DRIVE VERTICAL <O • N VENOM, OL 3/2!6• title. Date. DISTANCE PER SUBSTRATE, WIDTH: BUCK WIDTH 12-4114" • ; RI SEE TABLE 2, SHEET 2. SON B -B °.' G` • (941H80 -1100(941H80-1100• HORIZONTAL ROLLER - LM 05/15/15 ECTIHEIGHT: BUCK HEIGHT - 7.1/4" �7 �OII/AL\��• • caPrw�H,baon rcl�awerwes, �.,�, • • /ff t•111�1 • • • • •sel woHreR�FRVEo Senee/Atade): stole: sheet: DMa Di7 No. Rev: • A•LYNNMI'1ER.Pe. • • CERT o�Au 9129298 HR -5510 NTS 3 OF 18 MD-HR5510-01 B P.E.#58705 • • • T� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J -CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 2�ORCOR 23 WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET (SEE SHEETS 6 8) NOTE 2, SHEET 2. ANCHORED THROUGH ! INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X � EMBEDMENT FIN/FLANGE REMOVED) 'XO' OR "OX" SASH WOOD FRAME OR BUCK- 16 STRIP. SEE NOTE 2, EDGE i/4' MAX. SHIM 19 16 30 \ -� O SHEE72. �j DISTANCE — 13 28 EDGE 20— OPSRABLE DISTANCE J-CHANNEL#10 OR #12 STEEL FRAME SHOWN Fns _ `! SMS (G5), SEE �� 37-39 BUCK EXTERIOR HEIGHT 21 R22 OR23 (SEE SHEETS 6-8) TYPICAL FOR ALL SASH FIN FRAME _ SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE SEE — TABLE3,SHEET2. -�I EMBEDMENT INSTALLATION OPTION 5 VERTICAL ANCHORED THROUGH INTEGRAL FIN SECTION D -D INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2. TABLE; T'14* MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. DADF APPROVFD MIH 11ON. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) FIN FRAME SHOWN INSTALLATION OPTION 8 ANCHORED THROUGH FININTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SMS ((35). SEE TABLE 2, SHEET 2. vvrt� —�I LIGHT WIDTHImo_ �2J `�1q fL J -CHANNEL (SEE SHEETS 641) TYPICAL FOR IJ U FRAME ALL'XOX" FIXED MEETING RAIL SHOWN BUCK WIDTH PRODUCT REVISED HORIZONTAL SECTION C -C (XOX) as complying with the Florida MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D -D ABOVE 12" FROM EACH SASHNOA-No. Building Coda 17.0411.08 11111 i11/ IER AND (1) AT CENTER OF STILES/RAILS ��Y LYN/{� ��i� • \ �� . • V`c�• S�. , • • • • • R°"i°°d W. J R 0°i°', 03/27/17 R°N°i°nr NO CHANGES THIS SHEET. Expiration Date 9/24/2020 A. 4r • � •Revised Miamr. a Product Control W. Doia� Rev7afon: .�a Y • �% nlRff. Dexrlption: Omwn BY 3LE LIGHT FORMULAS '-. 3�I� '�` J -CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI )UAL -LITE, XO & OX) �� '• E F (V : 1070 TECHNOLOGY DRIVE Title: Dofe: (A fH: BUCK WI DTH l2-4-114' or, ....OP-.'G\�` • iHT: BUCK HEIGHT -7-1/4' `�`,- `-'NAL `' ' N-VEN"fL 3��• (941}480-10 • HORIZONTAL ROLLER - LM 05/15/15 Serim/Modei: Sww Sh-t. Droving No. Rer. • /A 1111 11 �• •COPYNIGHI� WIT 1.1 �RIEs, Ine. - ILLCERT • • "a '"jn�'Pt • E# 58705 HR -5510 NTS 4 OF 18 MD-HR5510-01 B =AUjRWT9— • • • • • • • • • • P."9 D.-rip6on 6latedal 76 K9mmeding 4SG TPS Spacer System "PVB" =.090' TROSIFOLO PVB BY KURARAY AMERICA INC. -SILICONE Ouanex Super Spacer NR with Hot Melt Butyl See [his Sheet for 18 I STRUCTURAL 79 Cavftal A Edge Spacer —�{ 718'• NOM. --►{ 7/8' NOM. SeHse�o�A�. 718" NOM. �+-- �{ 718' M. R.r. POLYISOBUTYLENE • • AQRIIVIAII_LER, P.l. • 114- NOM. HR-5510 Is NTS 5 OF 18 MD -HR .910-01 B SHEET 2. • • P.EIt58705 • • CERT*QF AUD�7{79286 WITH DESICCANT 5116" A/A PVB –---- 5/16" A/A PVB — – 5116" A/A PVB 5/18" A/A EXT. GLASS 7e KODISPACE 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 318" AIR 4SG TPS 1/8" A GLASS 1 /8" T GLASS 3116" A GLASS 3/16" T a EXTERIOR a EXTERIOR a EXTERIOR a INT. GLASS ,6_79 76-79 4 HOT -MELT BUM I STRUCTURAL GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICONE. 3116" NOM. FOAM WITH DESICCANT 77 SUPER —�-{ 718"NOM- —�{ 71W NOM. � —�•{ -"NOM � �{ 7l8'NOM. � I EXT.GLASS SPACER NXTTM 5/16" H/H SG 5116" H/H SG -- 5116" H/H SG 7/16" A/A j 7/16" AIR SPACE 318" AIR SPACE— 3/8" AIR SPACE 5116" AIR INT. GLASS, 1/8" T GLASS 3116" A_ GLASS --\3/16"T GLASS 1/8" T a EXTERIOR <� EXTERIOR a EXTERIOR a ALUMINUM REINFORCEMENT 76-79 76-79 R 7579 '' 5/16' NOM. J_ BUTYL 8 DESICCANT— GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM DURASEAL@ 1 EXT.GLAss 76 SPACER 1/2•NOM.GLASS 7/8'NOM. —�{ 7/8"NOM. { 76-79 BITETYP. I 72 74 7/16" A/A SG ---- -- — 7/16" A/A SG y! INT. GLASS Q GLASS TYPES 5, 7, 11 8 15 EXTERIOR 1/4" AIR SPACE 1/4" AIR SPACE ' MAY NOT BE USED w THE I 28 � � HVHZ ABOVE 30'. POLYISO- DESICCANT FILL AREA - 3/16" A GLASS 3/16" T GLASS BUMENE 5/16" NOM. 29 - 76 EXTERIOR a EXTERIOR GL ASS TYPES 10-12 8 14-16 i SEAL MAY NOT BE USED WITH SILICONE SEAL 29 'CHANNEL OR INTEGRAL ROLL -FORMED 76-7s 7x+79 0 FIN FRAMES STAINLESS STEE � PRODUCT REVISED XL EDGET" 33 e�m8lyingawlthtneFl•rma EXT. GLASS 79 SPACER C��I_ Jul GLASS TYPE 15 GLASS TYPE 16 NOA-No. 17-0411.08 o' 11117( • t J1 R+M �irNli 41, • C) Ji• • • • • R-iaed Sr. DO.. Revtslan: THIS SHIN. Expiration Date 09/24/2020 " •" y•.. r G • • J R 03/27/17 NO CHANGES gy INT. GLASS TYP. GLAZING DETAIL ��-• V1�NSF �; • • • •- • Rmi..d By: M.: ReNadon: Miami Do ro•uct centro i -- - - : • _ 87A • -. • • "A"= ANNEALED = _ ® Desai tion• 0rowr7 By. i P."9 D.-rip6on 6latedal 76 K9mmeding 4SG TPS Spacer System "PVB" =.090' TROSIFOLO PVB BY KURARAY AMERICA INC. T7 Ouanex Super Spacer NR with Hot Melt Butyl See [his Sheet for 18 Ouenex D.mseel Spacer Materiels 79 Cavftal A Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 8 8970 PVB SPACE GLASS EXTERIOR 76-78 SG SPACE GLASS EXTERIOR 76-78 TI•= HEAT STRENGTHENED 'P=TEMPERED •'. i'Y:•(u GLAZING DETAILS J ROSOWSKi "PVB" =.090' TROSIFOLO PVB BY KURARAY AMERICA INC. �.(� •'• 0 ,• (V • ��ORIOP� 1070 TECHNOLOGY DRIVE • ttk. 05115!15 sG"= .090"SENTRYGLASO INTERLAYER BYKURARAY �y G��v (eit�-+ao-i1*1 0 HORIZONTAL ROLLER WINDOW - LM AMERICA, INC. •••7�7QNaL1e� •,E�„,c. ��• SeHse�o�A�. SheeC Dro.lrig Na. R.r. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, • • AQRIIVIAII_LER, P.l. • HR-5510 Is NTS 5 OF 18 MD -HR .910-01 B SHEET 2. • • P.EIt58705 • • CERT*QF AUD�7{79286 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 4' MAX. O.C. M5 -ANCHOR STER DETAIL 4' MAX. O.C. —� �►— 4 -ANCHOR CLUSTER DETAIL 4' MAX- O.C. Ff 3 -ANCHOR CLUSTER DETAIL 8' MAX. O.G. 4" MIN. O.C. j/ 2 -ANCHOR CLUSTER DETAIL TABLE 6: Index to All Design Pressure and Anchor Quantity Tables Glass Typas Cordg Mex. Widh Max. Heigh Glens Type Reinf. Leid Design Presauie Anchor Quantity up to 75' 54" -- t 6 6 17 1 9 JO75' • • r f l •t 1 • • • 54` 63' S.8 2 3 7 6 B 7 18 19 9 10 or 83' 4 11 8 21 11 OX 72' 8 - 8 4 10 8 20 10 75" 10-12 4 12 8 22 11 7B' 14-16 1 4 12 8 22 11 5-8 3 9 7 23 12 120" 83` 5&8 4 13 8 24 13 XOX 1 7&8 4 50 25 14 14-16 4 1 18 18 27 16 4' MAX. O.C. M5 -ANCHOR STER DETAIL 4' MAX. O.C. —� �►— 4 -ANCHOR CLUSTER DETAIL 4' MAX- O.C. Ff 3 -ANCHOR CLUSTER DETAIL 8' MAX. O.G. 4" MIN. O.C. j/ 2 -ANCHOR CLUSTER DETAIL TABLE 6: Glass Typas Design Pressure(lbse) 5-8 forXOorOXWindows Reim Lewl Rt A9 Bmk Heights up to 54' All Buck Widths -I.50 (-50 up to 75' SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR_WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN HT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL W NDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) 914-1/2-114" AND "1/3113-i/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE 1,F ADJACENT COLUMN. 'CUSTOM" INDICATES I HA I' NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. exrEannx a R H MEETING RAIL rised By: Data: Revision; /1111111 /� 7 7: Design Pressure (Ibs s -e for XO or OX Windows Reinf. Lmsl R2 All Buck Heghls W ro 54' All Buck Width. *65 /-70 SEE TABLE 18 FOR ANCHORA SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN HT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL W NDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) 914-1/2-114" AND "1/3113-i/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE 1,F ADJACENT COLUMN. 'CUSTOM" INDICATES I HA I' NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. exrEannx a R H MEETING RAIL rised By: Data: Revision; /1111111 /� Glass Typos Design Pressure (Ibs s -e for XO or OX Windows Reinf. Lmsl R2 All Buck Heghls W ro 54' All Buck Width. *65 /-70 up to 76' SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN HT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL W NDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) 914-1/2-114" AND "1/3113-i/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE 1,F ADJACENT COLUMN. 'CUSTOM" INDICATES I HA I' NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. exrEannx a R H MEETING RAIL rised By: Data: Revision; /1111111 /� .�. y NOA68745 • -.• s • �; ETU) tV ` •%( fIOPoD�.-'' \�:• 1070 TECHNOLOGY DRNE N. VENM.*L 302050 ''s1ONAt-L,1 0 : �mrr�Hhm0i7c Z1[XJ.RlE.1. • • r f l •t 1 • • • • 14h i 1 • ,• WNN MILLER, Imo. • • HIB HIV® �(, f_ A � rc OF • • P.E.n 58705 • • Y • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR 03!27/17 CDRRECTED TABLEb. rised By: Dots: Rar6lon: PRODUCT REVISED as complying with the Florida Building Cod NOA-No. 17-0411.08 Expiration Data 09/24/2020 Mlanfl-0sASPro duct Control DESIGN PRESSURE TABLES J ROSOWSKI 7ma: DO., ROLLER - LM 05/15/15 HR -5510 NTS I 6 OF 18 raring He. RIr: MD-HR5510-01 B TABLE B: Gees Types Design Pressure (IbsV) 5-6 for XO or OXwndows Reirit Level R3 All Buck Heights up to ST All Buck Widths +$0I-$0 R up to 75' SEE TABLE 19 FOR ANCHORAGE Glass TypesDesign 5-8 1 Sash Cortguration Sash Pressure (Ibsfft�) for XOX Width Windows Range (w) Wvnd- Buck HAg1t 48' S4' fii" Rant. Level R3 35.114' MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 11-391-11.391 +50.0 -%0 +50-0 .50.D +5D.0 500 38^ h -h -h 12.306 -12.306 +50.0 -%0 +50.0 -50.0 +50.0 , 50.0 LEVEL R3_ REINFORCEMENT -%-Y4 11.391-13397 +50.0 -500 +50.0 -50.0 +%0 -50.0 45-116• %-%-% 13 398 - 14.663 +50.0 -500 +500 -50.0 +50.0 -%0 FRAME TYPES 8Blinding CONFIGURATIONS) Y, -%-Y, 11.391 - 12.297 +50.0 -500 .500 -50.0 +50.0 -50.0 47.3!4` Y. -h % 12.296 -15558 +500 .50.0 +50.0 -50.0 +5D.0 50.0 b 52-L8` Custom 11.391 - 12016 +%0 -WO +50.0 50.0 +50.0 -50.0 Y -Y -Y 12.017 - 13.397 +50.0 50.0 +50.0 -50.0 +%a 50.0 %-h-% 13.398 - 17.018 +50.0 .50.0 +50.0 -50.0 +50.0 ! 50.0 DESIGN PRESSURE TABLES Custom 11.391 - 13.397 +50.0 -50.0 +50.0 -50.0 +50.0 50-D 66" Y4 -%-Y4 13.398 - 15.360 +50.0 -50.0 +50.0 50.0 +50.0 50.6 Series/Yodel: Scale S/neM: Y -Y -Ya 15.381 - 19.641 +50.0 -50.0 +50.0 50.0 +50.0 50.0 THE RANGE. Custom 11.391 - 13.397 +50.0 50.0 +50-0 -50.0 +50.0 50.0 75• % Y.Y 13.398 - 19.110 +50.0 -500 +50.0 -50.0 +50.0 1 -500 Y -Y -Ys 19.111 - 24.641 +50.0 -500 +50.0 50.0 Custom 18.386 -19 397 +50.0 500 +50.0 SO 0 Y.h.Y 19.393-24.360 +50.0 -50.0 +50.0 50.0 A+497-49 Custom 24.381 -30.30D +50.0 .50.0 +500 50.0 126" Y-Yz-Y " - 30.360 +50.0 -50.0 +50.0 50.0 ••• • • • • ••• • • • • • • • • • • Is • • •• •• • s • •• •• ••• • • • ••• • • +501-50 MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3_ REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL as complying with the Florida FRAME TYPES 8Blinding CONFIGURATIONS) Code :OANe. 17-0411.08 /11/11111 /� Cay (111 ..,,, /�/ i�• • • • • Revised By: Oct.: ReNaoru Expiration Date09/24/2020 �� EN� 'ill • C� 6 JR 03/27/17 NO CHANGES THIS SHEET. By r /►. 7• • • • • • ' 1f1 • • Revised BY- Date: Rertrion: rot uct Control l {*r • Nm 58745 • • • =00: •••*P•��•� * • ��, DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 3-4). SASH SIZE IS AS PER THE FIGURE. O-. S�p' T •. <4 1070 TECHNOLOGY DRIVE • • jPt OR1Oe`.. •' �� N. VENfCC PL 3" • �� '••-• 7i8e: pia 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HFIGHT (SEE SHEETS 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • • G �. (941}480.16!0 • • 1A,! AL•� HORIZONTAL ROLLER - LM 05/15/15 4)"1/4-112-1/4`AND `V3-1/3-1/3` INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH 4)-1/4-1;2-1/4- IEs. INC. �`�' C0�YRKj[ to„ '-.1 h.- • • //I A I I A 113 • • A a1GNTbB�VCo Series/Yodel: Scale S/neM: Orerinp No. Ren. RANGE IN THE ADJACENT COLUMN. 'CUSTOM` INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN • A1L9PIN MILLER, PE. • CERT•OF AUr: HR -5510 NTS 70 F 18 MD-HR5510 1 THE RANGE. • • P.EJ158705 • • ••• • • • • ••• • • • • • • • • • • Is • • •• •• • s • •• •• ••• • • • ••• • • TABLE 10: Design Pressure (lbs/ft") for XO or OX Windows Design Pressure (Ibs/fe) for XOX Sash Width Windows Range (In) Window Buck Height 1. 1•1 83' Glue Types Design Pressure (Ibsfft2) 6-s for XO or OX Windows R.W. Level R4 A0 Buck Heights up to 7T All Bu.k Widths +501-50 up 1. 75' 36" SEE TABLE 20 FOR ANCHORAGE Class Types 5-8 Design Pressure (lbs/ft") for XO or OX Windows Design Pressure (Ibs/fe) for XOX Sash Width Windows Range (In) Window Buck Height 1. 1•1 83' Reinf. Level R4 Window Buck Height 48' 1' 63' +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 25-12" +fi50 -70.0 +65.0 -70.0 +650 .700 28' +650 -70.0 +65.0 .70.0 +65.0 -700 36" +650 1 -70.0 +65.0 -70.0 +65.0 -700 42" +650 -70.0 +65,0 -70.0 +65.0 •70.0 48' +650 -70.0 +65.0 -70.0 .85.0 •70.0 60' +650 -70.0 +65.0 -70.0 +65.0 -70.0 75' +650 .70.0 +65.0 -70-0 +54.3' -64.3" +.-Iu run .- I Tres o -o SEE TABLE 21 FOR ANCHORAGE Glass Types 10-12Sash Reif Le1el R4 Contgu ration Design Pressure (Ibs/fe) for XOX Sash Width Windows Range (In) Window Buck Height 1. 1•1 83' Reins Le1ei R4 Custom +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 60" y -y -y +65.0 -110.0 +65.0 -110.0 +650 -110.0 13.398 -15,360 +65.0 -110.0 +65.0 1 -110.0 +85.0 -110.0 -%-y +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 15.361-19.641 +65.0 -110.0 +65.0 -1`10,0 +65.0 -110.0 Custom +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 TS' Y. -Y. -Y. +65.0 -110.0 +65.0 -110.0 +65.0 AlGO - Y-%-% +66,0 -110.0 +66.0 -110,0 +65.0 -110.0 m Custom 17.6410-19.397 +65.0 -110.0 +85.0 -110.0 +65,0' -104.6' 96' y_y_y +65.0 -110.0 +65.0 -110.0 +65.0' -109.5' 19.398-24.360 1 65.0 -110.0 +65.0 -110.0 +65.0 620 Custom 24.361 - 31.641 +65.0 -110.0 +66.0 -110.0 +65.0 -110.0 24.361 -31.641 +65.0 -110.0 +65,0 -110.0 +65.0 -08.4 -y-y 29.641 -3ZS15 +65.0 -110.0 +8SD -110.0 +66.0" -104.6• 120 y--%-'/ 32.516-39.841 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 140• Custom •• -39.641 +65.0 -110.0 +65.0 -110.0 +65.0• *cornu rvn u�..na i Trus � � a �� owe ino� Y+ MIN. SASH SIZE - WINDOW WIDTH - 60.72 2 Glass Types 14.16 Sash Contguration Design Pressure (Ibs/ftt) for XOX Sash width Windows Range (In) Window Buck Height 48' -54' 63' Reins Le1ei R4 54" J63" 76' Custom 11.391 -13.397 +65.0 -110.0 +85.0 -110.0 1 +65.0 -110.0 60• +65.0 -110.0 + () 1 -110.0 +65.0 -110.0 13.398 -15,360 +65.0 -110.0 +65.0 1 -110.0 +85.0 -110.0 +65.0 7110.0 +05.0 -110.0 +650 1 -110.0 Ya -1/-y 15.361-19.641 +65.0 -110.0 +65.0 -1`10,0 +65.0 -110.0 40" Custom 11.391-13.397 +65.0 -110,0 +65.0 -110.0 +55.0 -109.3 75' y_y_y 13.398 - 19.110 +65,0 -110.0 +65.0 -110.0 +65.0 -102.0 +65.0 -70,0 +W.0 -70.0 +65.0 -70.0 19.111 -24.641 +66.0 -110.0 +65.0 -110.0 +65.0 -102.9 m Custom 17.641 - 19.397 +65,0 -110.0 +65.0 -110.0 +65.0 -97.4 E 96" y_y_y 19.398-24.360 1 65.0 -110.0 +65.0 -110.0 +65.0 620 13.39B-19.110 +85.0 -70.0 custom 24.361 -31.641 +65.0 -110.0 +65,0 -110.0 +65.0 -08.4 v° y_h_y 29.641 -32.515 +65.0 -110.0 +85.0 -109,6 +65.0 54.3 tzD° +MD -66-0 31 M. - 39.641 +65.0 -110.0 +65.0 -105.0 +fi5.0 60.8 140" Custom -39.641 +65.0 -110.0 +65.0 1 -105.0 +a5.0 60.0 Glass Ty=1tIXO 10-12 & 1 ign Pressure(IbsMe) for or OX Windows Reinf Level Re window Buck Haight 54" J63" 76' 25-1/2" +66.0 -1100 +65.0 j -110.0 +65.0 1 -110.0 E 28- +65.0 -110.0 + () 1 -110.0 +65.0 -110.0 S 36" +65.0 7110.0 +05.0 -110.0 +650 1 -110.0 S 42" m .85.0 -310.0 +65.0 -110.0 +65,0 -110.0 40" +65.0 710.0 +65.0 -110.0 +65.0 -110.0 60" +65.0 -110.0 +65.0 -110.0 +65.0 -039 15" +65.0 -1100 +65.0 -103.5 1 l'�J(TERICn a R H HT TABLE 13: Glass Types 6&6 Sash Cdgura8on Sash Design Width I) Range 36' Pressure (IbstRt) for XOX Windows Window Buck Height 46• I Be 67 Relrr. Le1el R4 26 Custom 11.391 - 13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -65.3 60' y -%-'/a 13.398 - 15.300 +65.0 -70.0 +65.0 -70.0 +65.0 40.0 +65.0 -70.0 y -y, -y 15.361-19.641 +65.0 -70.0 +65.0 -70,0 +W.0 -70.0 +65.0 -70.0 Custom 11.391 -13.397 +65.0 -70.0 +65.0 469.6 +63.3 -63.3 +53.2 33.2 75' y.% -y4 13.39B-19.110 +85.0 -70.0 +85.0 70.0 +65.0 365 +56.2 36.2 v° y -y-% 19.111 -24.641 +65-0 -70.0 +65.0 -70.0 +135.0 -70.0 +MD -66-0 Custom 18.36D - 19.397 +65.0 -70.0 +59.9 -69.9 +55.5 35.5 +49.1 49.1 98• y_}S_y 19,390-24.360 +68.0 -70.0 +62.1 62.1 +5a-0 58.0 +50-3 30.3 Custom 24,361-30.360 +85.0 -70.0 +65.0 1 -70.0 +65.0 1 87,3 1 +57.0 57.0 120' y -%-y - 30 3W +65.0 70.0 1 +59.9 59.8 1 +55.51 55.5 1 +49.1 49.1 n MIN. SASH SIZE = 72Stt IABLt 24 VUKAINI "V-1 2 • +65/ -'IT OR t'aMS- YPE 8 •" MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 Sash CorAguration Sash Design Width Range (in) 36' Ptttssure(lbs7Rt)forXOXWindows Wind duck 48' k 54' 3 e3' R4 26 Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65. -70.0 +85. -70.0 60" y_h_y 13.396-15.360 +65.0 -70.0 +65,0 -70.0 +65.0 -70.0 +65.0 -70.0 15.361 -19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 .0 Custom 11.391-13.397 +65,0 -70.0 +65.0 -70.0 +66.0 -70.0 +65.0 -70.0 75' y4 -%-y4 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 %-%-'/s 19.111-24 641 +650 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 18.360 -19.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0• -67.21 96' X. 19.398-24.360 +65.0 -70.0 +86.0 -70.0 +85.0 -70.0 N.O.+56,81 24.361 -30. 360 +65,0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 120' y_y_y •• -30. ++65.0 1 -70.0 1 +65.0 1-70.0 +65.0 1 -700 .0• 1 37.2• • +65/ -'IT OR t'aMS- YPE 8 •" MIN. SASH SIZE = WINDOW WIDTH - 59.28 2 ttiY.6y i7, • • • •• ?'-• �t�NSei�! 6� i is •• �:�%• • :SEE TABLE 27 FOR ANCHORAGE -� (/L 3 �- ® DESIGN PRESSURE TABLES NOTES: %3��'• STA E III 1(i 1070 TE-Ch1NOLOGY DRIVE Ii Oe: 1) USE THESE TABLES FOR ALL WINDOWS IN STALLED TH ROUGH THE FRAME OR INTEGRAL FIN AS AL LOWED BY GLASS TYPE. /�j••�C ORope. III G�1J• N.VE841�0 61- ��• HORIZONTAL ROLLER -LM 2f FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. �•' -" 3J FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • /11f OVAL; ` \ • • COPYRil Kft2m7 Pe/4OAME8, W. Se ea/HodaO fib; Sheat: 4)'1/4-12.1!4' AND -1/3-1/3-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE • f I rI�1� A t RIF • • • • 7•I•'NIi'gl(LI-ER, • HR -5510 NTS 8 OF 18 IN THE ADJACENT COLUMN- 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • • PE.. • • • CEI2�Ak Al1T�.1)29296 JR TYPES 10-12 & 14-16 SECTION DETAIL MEETINGRAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN Oafs IN FIGURES APPLY TO ALL 03/27/17 FRAME TYPES & sy CONFIGURATIONS) ttiY.6y i7, • • • •• ?'-• �t�NSei�! 6� i is •• �:�%• • :SEE TABLE 27 FOR ANCHORAGE -� (/L 3 �- ® DESIGN PRESSURE TABLES NOTES: %3��'• STA E III 1(i 1070 TE-Ch1NOLOGY DRIVE Ii Oe: 1) USE THESE TABLES FOR ALL WINDOWS IN STALLED TH ROUGH THE FRAME OR INTEGRAL FIN AS AL LOWED BY GLASS TYPE. /�j••�C ORope. III G�1J• N.VE841�0 61- ��• HORIZONTAL ROLLER -LM 2f FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. �•' -" 3J FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • /11f OVAL; ` \ • • COPYRil Kft2m7 Pe/4OAME8, W. Se ea/HodaO fib; Sheat: 4)'1/4-12.1!4' AND -1/3-1/3-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE • f I rI�1� A t RIF • • • • 7•I•'NIi'gl(LI-ER, • HR -5510 NTS 8 OF 18 IN THE ADJACENT COLUMN- 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • • PE.. • • • CEI2�Ak Al1T�.1)29296 JR TYPES 10-12 & 14-16 'GLASS MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES PRODUCT REVISED as compNing with the Florida Building Code NDA -No. 17-0411.08 P-xpl-tion Da 09/24/2020 Oafs R•4 03/27/17 TH NO CHANGES IS SHEET. sy Cate; R•rNion: Mlaml-D •Product Cont 0:0 •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J ROSOWSKI Dob: 05/15/15 Musing No. Rm. MD-HR5510-01 I B Glass Types Anchor Group E Anchor Quantities for XO or OX Windows 3.8" 4" 5-8 Anchor Quantities for XO orOX Windows 36" Height 8" Height 54" Height 5 - 8 Sash 30" Height I 36" Height 48" Height 54" Heigh[2+C2+2 eight 36" Height 48" Height 54" Height & Sill° &Sill &Sill & $III�° Width Head &Sill Head n Head Anchor Group A Head d Head Head 'O Head .a Relnf. Level Nn) & Sig m &Sill S 28" & Sill —E•, & Sill NOTES: ll A & S, 11 & Sill - & Sill AND BUCK HEIGHT (SEE SHEETS 3-4). R1 G(OU F p 2 1+C2+1 3 1+C2+1 3 1+C2+1 m 42" 20.397 Not Allowed DIMENSION SHOWN ON THE TABLE. 2 1+C2+1 3 1+C2+1 3 1+C2+1 48" 23.397 2 1+C2+1 3 i+C2+1 Anchor Group A G 60" 29.397 Anchor Group C 3 2+C2+2 3 2+C2+2 251/2 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +1 2 7+C2+1 3 1+C2+1 3 1+C2+1 3 g 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1+02+1 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +1 2 3 1+C2+1 3 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1 2 1+C2+1 3 1+C2+1 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1 2 1+C2+1 3 1+C2+1 v � 80" 29.387 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2 2+C2+2 3 2+C2+2 132+1C2+23 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2 2+C2+2 3 2+C2+2 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 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 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.387 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 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 0 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 BO" 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 Glass Types Anchor Group E Anchor Quantities for XO or OX Windows 3.8" 4" 5-8 Sash 30" Height 36" Height 48" Height 54" HeighR2+C2+2 36" Height 8" Height 54" Height Wd) Head E Head E Head E Head E Head E E e� & Sill° &Sill &Sill & $III�° X •/ &Sill &Sill ' & $III R2 • fLE'TIt1YJ IA Anchor Group A Anchor Group C • •SHEETMI • • 25-1/2" 12.147 RAIL 5 CLUSTER • • • 2 1+C2+1 3 1+C2+1 3 1+C2+1 S 28" 13.397 NOTES: 2 1+C2+1 3 1+C2+1 3 1+C2+1 36" 17.397 AND BUCK HEIGHT (SEE SHEETS 3-4). pacing fpf "In�gral- G(OU F p 2 1+C2+1 3 1+C2+1 3 1+C2+1 m 42" 20.397 Not Allowed DIMENSION SHOWN ON THE TABLE. 2 1+C2+1 3 1+C2+1 3 1+C2+1 48" 23.397 2 1+C2+1 3 i+C2+1 3 1+C2+1 G 60" 29.397 2 2+C2+2 3 2+C2+2 3 2+C2+2 75" 36.897 2+C2+2 121 2+C2+ + +2 3 2+C2+2 Anchor Group B 25-1/2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 5 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 35" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 MINIMUPr7kNCHOR QUANTITIES SHOWN. . ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Anchor Group D t+C2+1 31 1+C2+1 2 1+ 3 1+C2 1+C2+1 3 1+C2+1 2 1+C2+1 131 1+C +l 3 l 2+4 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+2 3 + 2+ 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 2+C2+2 3 2+132+2 2 2+C2+2 3 2+4112+2 4 t a 2+C2+41 72+2 3 2+C2+2 2 2+C2+2 3 :C:2 9 2+C2+8 • • • Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 3.8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2�f2) D AND SILL ANCHOR QUANTITY: NCHORS AT THE FIXED SECTION 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. �-7'�-PEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB 1+C3 +2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR 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 ATTHE SILL SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 - /I' --SEE CLUSTER DETAILS, SHEET 6 SES�ATION, EE O X SHEET' 1 SEE ELEVATION, SHEET i i SHEET 1 MEETING RAIL �-7'�-PEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB 1+C3 +2+C3+1 4 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR 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 ATTHE SILL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By %i — Miami a Prod�trol Q1 ADDED NOTE TO ANCHOR QTY.TABLES. 1° Y m r j 3 .aa w ip O o N> O } U1 z W a,ro LIDn UN�K OM aw e = Z LL gi o Lu C) 0 5: W '"N H W q J DMO n>a a 00 Z OLU (. j O ® 8N Z haus Cf F Z a Z araa o O O o U W ui U ZQ O aR1 'asa0 saucy LYNiy r7r/�i ............ d F * ; No. 59705 b �- j31 1 ,Ix 1Q�•.' s�TElV\� / At- A. L A. LYNN MILLER P.E. P.E.# 58705 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET i SEE ELEVATION, SHEET 1 S EE ELEVATION, • �E• X •/ / 7___ X L �rt • fLE'TIt1YJ IA • •SHEETMI • • / •y MEETING RAIL 5 CLUSTER • • • DETAILS. SHEETt 5 • • • MEPEAT ANCHOR PATTERN AT SILL NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH • Max. A•teitot+CC. Anchor AND BUCK HEIGHT (SEE SHEETS 3-4). pacing fpf "In�gral- G(OU F p SASH SIZE IS AS PER THE FIGURES ON SHEETS 88. Fih"-hie IJetibjt2) 4" FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By %i — Miami a Prod�trol Q1 ADDED NOTE TO ANCHOR QTY.TABLES. 1° Y m r j 3 .aa w ip O o N> O } U1 z W a,ro LIDn UN�K OM aw e = Z LL gi o Lu C) 0 5: W '"N H W q J DMO n>a a 00 Z OLU (. j O ® 8N Z haus Cf F Z a Z araa o O O o U W ui U ZQ O aR1 'asa0 saucy LYNiy r7r/�i ............ d F * ; No. 59705 b �- j31 1 ,Ix 1Q�•.' s�TElV\� / At- A. L A. LYNN MILLER P.E. P.E.# 58705 Glass Types LO r Y m z v tp Anchor quantities for Anchor Quantities for XO or OX Windows _ O z CD w"0 B .8 Sash 5-8 Sash 3O" Height 36" Height 1 48" Height 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height I O W m ® K Wnth Head Head Head F Head Head E Head E Head E Head E Head E Head Head Reinf. Level Head E Reinf. Level ( & Sill I & Sill ' & Sill & Sill & Sill :m & Sill ' & SAI & Sill F 'Sill 8 Sill 'a R3 Z w"�s o p O CD Anchor Group C 26-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 51 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 Anchor Group A 1+C2+1 5 v 28" 13.397 1+C2+1 Anchor Group C 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C2+1 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 t v 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 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 t+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 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2+C4+2 5 48" 23.397 t+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 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 3 1+C2+1 41 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+2 121 2+C2+2 3 2+C2+2 41 2+C2+2 141 2+C2+2 4 1+C2+1 5 1+C2+1 5 1+C L 2 1+ 2+ Anchor Group B 1+C2+1 5 1+122+1 5 i� 36" 17.397 Anchor Group D 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 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 .c 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 42" 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 '6 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+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Max. Anchor O.C. Spacing for "Integral" Fin" Installation Anchor Anchor Group E Group F 3.5"1 4 - Ga s " Glass Types LO r Y m z v tp Anchor quantities for XO or OX Windows W _ _ O z CD w"0 B .8 Sash 30" Height 1 36" Height 1 48" Height I 54" Helght 63" Height 7T' Height 30" Height 1 36" Height 1 48" Height 1 54" Height 63" Height 77 Height I O W m ® K Width Head Head Head Head E Head Head E Head E Head Head Head E Head Head Reinf. Level (In) & Sill M & SAI & Sill & Sill W & Sill & Sill $ ® & SAI & Sill W Jgj & Sill W & Sill W If & Sill 11 & Sill F R4 Z 'a Anchor Group A Z w"�s o p O CD Anchor Group C 26-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 51 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 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+132+1 51 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 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+02+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 51 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 Z+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 51 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2* 2 It 2+ 1 4 •1+ 4 1+C2+1 151 1+C2+1 5 5 2(" 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+C L 2 1+ 2+ 1 •1+C +1 4 1+C2+1 5 1+122+1 5 i� 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+1 112 1+e2+19 3• P C2►1 4 01+C2+♦ 4 1+C2+1 5 1+C3+1 5 3 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 1+C2+1 3 1+62+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 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+fe2+2 2+C2+ 3 2+ +2 4 + 3+ 2+C3+2 5 2+C4+2 5 75" 1 36.897 2+C2+2 121 2+C2+2 131 2+C3+2 4 2+C3+2 4 2+C4+2 151 2+C4+2 15 4 2 1 tj 2+C2+1 3 C342 4 2+e3+2 4 2+C4+2 5 2+C4+2 15 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX, O.C. SPACING SHOWN ON THE ELEWAT10NS• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max. Anchor O.C. Spacing for "Integral - Fit" Installation Anchor Anchor Group E Group F 3.2" 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE FIGURES ON SHEETS t18. 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 complying with the Florida Building Code NOA-No. 17-0411.08 Expiration Date 09/24/2020 By Miami -D Product Contra m ADDED NOTE TO ANCHOR QTY. TABLES. REMOVED GLASS 5 FROM TABLE 20. z. LO r Y m z v tp rn naa W _ _ O z CD w"0 V% 0 O O� rr 9 = I O W m ® K "w $Z Uc W _< W ~o z a ON o co 00 Z f— lY W ly J O $ ® Z i»45 < Q H F (l Z 'a Z w"�s o p O CD U US U Q = anu �d s ,N`/ (LYNN * No.58705 Cis .'i ORIOP- •' NGS• 'ONAL A. LYNN MILLER, P.E. P.E.# 58705 Gass types Anchor Quantities for XO or OX Windows NOA-No, 17-0411.08 SEE TABLE 11 FOR DESIGN PHESSURE 08/24/2020 By 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 E Head E Head E Head E Head E Head E Head E Head E Head E Head Reinf. Lepel (In) & Sill m a Sill 1O & Sill '; & Sill 30" Height 36" Height & Sill ; &Sill ' & Sill & Sill 1 76" Height &Sill 8 Sill ; Head R4 Head E Head E Head Anchor Group A .X:Ld Head E Head E Head '� Head Head Anchor Group C • OR INTEGRAL FIN FRAMES Reinf. Level ilni 25-1/2" 12.147 &Sill 1° &Sill m &SIII -, m & Sill • -� &Sill -� m &Sill 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 of 28" 13.397 Q H 1+C2+1 1+C2+1 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 1+C2+1 4 o 36" 17.397 o 1+C2+1 2 1+C2+1 31 1+C2+1 141 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 Not Allowed 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 t+C2+1 2 1+C2+1 31 1+C3+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 c 60" 29.397 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 2+C2+Z 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+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: 60" 29.397 � 2+C2+2 2 75" 36.897 4 2+C4+2 4 2+C4+2 61 2+C4+2 5 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 5 1+C3+1 5 19C2+1 2 •1+e2+T 8 f+CPF1 Anchor Group B 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3-4). SIZE IE AS PER THE FIGURGUR ES ON v SHEETS &S. 28" Anchor Group D 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C3+1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 41 1+C2+1 4 Z28" 1+C3+1 4 1+C3+1 4 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 1+C4+1 5 1+C4+1 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 m 42" 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 41 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 4 b 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 • •SEE TABLE 12 FOR DESIGN 75" 36 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4.897 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Max. AnchorO.C, Anchor Spacing for "Integral- croup F Fin" Installation 4" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Cod• NOA-No, 17-0411.08 SEE TABLE 11 FOR DESIGN PHESSURE 08/24/2020 By TABLE 22: dliam a rodmt Control FADDED NOTE TO.TABLES. U Glass Types m z (6 � Anchor Quantities for XO or OX Windows O rn W GLASS TYPES 10-12 & 14-16 MAY 10-12 & 14-16 SashNOT BE USED WITH J-CHANNIEL 30" Height 36" Height 1 48" Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54" Height 63" Height 1 76" Height K d Width Head Head Head E Head E Head E Head .X:Ld Head E Head E Head '� Head Head a Head E • OR INTEGRAL FIN FRAMES Reinf. Level ilni & Sitl &Sill &Sill 1° &Sill m &SIII -, m & Sill • -� &Sill -� m &Sill n &Sill I m -> & Sill &SIII m &SIII f0 -� R4 Anchor Group A Anchor Group C of 25-1/2" 12.147 Q H 1+C2+1 2 1+C2+1 31 1+C2+1 141 1+C2+1 41 1+C2+1 5 1+C3+1 5 S o O O o 1+C2+1 2 1+C2+1 31 1+C2+1 141 1+C2+1 4 1+C3+1 5 i+C3+1 5 0 28" 13.397 0-171 'asap sar,uy 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 36' 17.397 m42' Not Allowed t+C2+1 2 1+C2+1 31 1+C3+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 48" 23.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: 60" 29.397 � 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 61 2+C4+2 5 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE 75' 36.897 Anchor Group 8 nC or O O p 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 19C2+1 2 •1+e2+T 8 f+CPF1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3-4). SIZE IE AS PER THE FIGURGUR ES ON v SHEETS &S. 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+02+1 2.1+l2+9 • 11 41 4I+C2+1 4 1+C3+1 5 1+C3+1 5 2)FOR SIZES NOT 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 1*X+1 e2o.1+C3.1/ 3 o 1+CA+1 I 4f 1+C3+1 4 1+C3+1 5 1+C4+1 5 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 5 SHOWN, ROUND UP TO THE NEXT AVAILABLE m i 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 5 WIDTH OR HEIGHT g 60' 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 5 tC2 2 2+ +2 Z+C3+2 2+ � 4 2+C4+2 5 2+C4+2 5 DIMENSION SHOWN ON THE TABLE. 75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 RC2+ 2 2+ Z+C3+2 b 2+1�+2 4 2+C4+2 5 2+C4+2 5 3) SEE SHEET s FOR A • • • • • • • • • • •SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN CN THE ELEMATIONS.• • • • • TABLES. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` np1Y LYNN * No.58705 40 Lr1``� A- LYNN MILLER P.E. P.E.# 5870.5 PRODUCT REVISED as complying with the Florida Building Cod• NOA-No, 17-0411.08 Expiration Date 08/24/2020 By / dliam a rodmt Control FADDED NOTE TO.TABLES. U r m z (6 � C �j o w 15 r In O rn W w aloa N uL0 N OIt K d = M zLL� r ryL Jg .X:Ld pX F- Z j c7 a J a>+o C, w .-. r` i a' CD J r O Z v U � Of L.L. O 1—O ® Q of W Q H Z Z +i -s o O O o N Q 0 0-171 'asap sar,uy ` np1Y LYNN * No.58705 40 Lr1``� A- LYNN MILLER P.E. P.E.# 5870.5 Nna NAI ANr`- nl IANTITIFS CNnWN Al i ANr'HO - RAI ICT Al SO COUPI Y WITH THF MAX Or, SPACING SHOWN ON THF FI FVATIONS_ Glass Types Ichor Quantities for XOX Windows 5-B Sash Sash 24" Haight 1 30" Height 36" Heigh I or Heigh 54' Haight 63' Height 24" Height 30" Height 38' Heigh 48' Height I 54" Heigh I e3' Height Reinf. Lew[ R3 Configuration Width Range Gn) Head & Sill ' Head & Sill � Head & Sig m Head & Sill E Head 8 Si! m Head & Sill m Head & SM � Head 8 Sill m Head & Sill � Head & Sill � Head & SPI m Head & Sill m Anchor Group A Anchor Group C 35-114" Yi-y- 11.391 - 11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+O+C2+t 4 1+C2+6+C2+1 2 1+02+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+Ca2+1 4 38'Ya-YA-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+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+02+0+C2+1 4 1+C2+0+1....2+1 4 0 0m Y -Y, -y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+a+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 t+C2+0+C2+1 3 1+C2+0,+C2+1 4 1+C2+0+C2+1 4 1+C2+O+c2+1 4 45-118'- Y3 -Y3 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+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+O+C2+1 4 1+C2+0+C2+1 4 ix V) -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+C.2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47314' -J/,-% 12.298-15.558 i+C2+0+C2+1 2 1+C2+p+C2+1 2 1+C2+0+(2+1 3 1+C2+0+C2+1 4 1+C2+0+02+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*02+0+02+1 4 1*C2+0+C2+1 4 1+C2+p+C2+1 4 ZLLL N U' 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 1+C2+1+C2+1 4 1+6+1+C2+1 4 52-118" Y -Y, -y 12.017-13.397 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+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+02+1+C2+1 4 1+C2+1+C2+1 4 UU ®� _� -}'a--� 13.398-17.018 1+C2+O+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+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 t+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+02+1 4 1+C2+1+C2+1 4 1+C2+1+G2+1 4 8p• �_�-� 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 311+C2+11402+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 3 1+C2+1+C2+1 4 1+C2 -1+C2+1 4 1+C2+1+C2+1 4 9 -�-� 15.361-19.641 1+C2a0+C2+1 2 1+C2+0+C2+1 2 1+C2+0tC2+1 3 7+02+p+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+(2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+(2+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 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 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C1+3+C2+1 4 75" '/n -X -'/A 13.398 .19A10 1+CZ+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+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 ? U -y3-% 19.111-24.841 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+G2+1 4.1 C2+1+C2+1 4 1+C2+1+C2+1 4 Lu Custom 1&360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 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 i+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+Ca!+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4Custom F1211 24.361 - 30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+12 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 N 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+02+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+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2-1 4 1+C2+3+C2+1 4 Anchor Group 8 Anchor Group D 35-1/4' Y,% -Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+t 2 1+C2+0 -C2+1 3 1+C2+0+02+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 38" Y3 -y3-% 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+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 J Q -y-j( 11.391-13.397 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-118' Y -y -Y, 13.398-14.583 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+D+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+02+1 4 1+C2+0+02+1 4 Y. -Y, -Y. 11.391-12.297 i+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 411+(;2+1+C2+1 4 1+C2d1+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' y% -Y 12288-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+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+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z Custom 11.391-12.015 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+02+1 4 1+C2+1+C2+1 4 1+02+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 6 52-1/8' %-'/_-Y 112.017-13.397 1+C2+1+C2+1 2 i+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+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 3 Y. -YY, 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+01+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 m 2+1 2 1+C2+1+02+1 3 C2+1+02+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+(2t1+C2+1 2 1+02+1+C2+1 2 1+02+1+02+1 3 t+C2+1+C2N 4 i+02+1+C2+1 4 1+C2+1+C2+1 4 Custom 11.381-13.397 1+02+1+02+1 2 1+C2+1+0N v Y-ya-Y 13.398-15.380 i+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+02+1 4 i+C2+1+C2+1 4 Yi-Ya-% 15.361-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+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+D+C2+1 4 1+C2+D+C2+1 4 O Custom 11391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C;2+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 -%-y4 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 1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 %-Y,% 19.111 -24.641 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 t+ +tt + 4 + +1+ +1 2 +C2a1+C2+1=1+ Custom 18.380 -19.397 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 +C2+3+C2+ 4 +Ca +3+Q+ 2 1/ C2.3+Q2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+11 4 B6" 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 +C2+3+Cy# 4 + +3+ 2+ 3+ 11 3 1+C2+3+C2+1 4 NC2+3+C2+1 4 I+C2+3+C2+1 4 Custom 24.361-30.380 1+02+2+02+1 2 1+C2+2+C2+i 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+CP+2+C2+ 4 +Cl+2+E2+ 2 AC2.2+C2+11 3 1+C2+2+02+1 4 1+C2+2+02+1 4 1+C2+2+02+1 4 120' Ya -Y -Y -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+G2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+ +3+02+1 2 +C2+3+C2+i1 3 1+C2+3+02+1 4 1+C2+3+(x+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. Spacing for "Integral -Group Fin" Installation Anchor E Anchor Group F 2,9' 4• MIN. SASH SIZE WINDOW WIDTH 59.28 NOTES; S«�ro��arVM1..��..•."��W^� 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SAS��ttII SI IS•A IVER THE GORES ��C'A� HEETS It§!• • • • • 2)F S TSHOWN Dir THEN �IVAIL�LE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) S ��EET OR 4GU U NG HESE T ES. 4)'164-1Q-114"""1/3-113-1/3' OC.AT THJiT T OSS STAlt&RD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THEMADJACEWT COLUMN.-C♦1STOy" INDICATES•THAT N%STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. ••• • • • • ••• • • • t • • • • • • • • As • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florlda Bullding Codi Non -No. 17-0411.08 Expiration Date 09/24/2020 By Ilam a e roduet Contro m ADDED NOTE TO ANCHOR QTY. TABLES. t; "I `1 m z Z Cn „a w 0 11) O O O Q O aWK� ala0 LO Ln 0 0m Q' ix V) e T ZLLL N U' v .xw0 Q UU ®� _� ON W F 05440 Zi W J J O ? U } Lu LL O _ J N m m Z Q 0 laays Cn ac J Q Z a Z J. o p O o ~ U N_ Lo Z O aN11 rosa0 saueg "I'll"", OR 1( LY1yN '. t1�a••• 1,tGENSF�(�� * IN 5870$ r E F� rL4u, 'i lCLi1 •••:cC ORM`. •'G�� /�r�7iS��NAL tEN,0 A. LYNN MILLER, P.E. P.E.# 58705 ,.. ... ... . . . . . . . . . . • •• r• • s • •• •• ••• • • • ••• • • Gress Types !P Anchor Quantities for XCX Windows 7 8 8 Sash Sash 24' Height 30" Height 36" Height 1 48" Height 54• Height 63" Height 24" Height 30' Height 36" Height 48" Height 54" Height 03" Height Reinf. Leet31 Con Width Range Cm) Heed 8 Sill E Head 8 5111 a Head 8 S81 Head 8 Sill E Heed 8 S81 E Head 8 Sill E Head 8 Sill E Head 13 Siil E Head & Stll Heed & SYI Heed 8 Shc Heed 8 Sill E �• N Z u r U') O 1 o � o 11 Mao d Z N R4 C Anchor Group C Anchor Group A P LU W 35-1/4" jj-%rh 11991 -11,391 -C2 -0+C2-1 2 1+C2+0+C2*1 2 -C2 -0--C2-1+1 3 1+C2+O+C2+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 4 J Y-Yn-Ji 12.308-12306 1+C2+0+C2+12 1+C2+O+C2+1 2 +1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4y 11 38" FQ' -y2 % 11.391 -13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 +1 3 i+C2+0+C2+1 4 1*C2"O+C211 4 1+C2+O+C2+1 4 45-1f8"1+C2+O+C2+1 -�- 2 1+C2+0+C2+1 2 +1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 13.398 - 14.083%-, 0I ® -y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 +1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+(x+1+C2+1 4 Iaa4S 47-3/4" Y %r-XCustom 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 21 3 1+C2+o+C2+1 4 1+C2+O+C2+1 41+(x+0+C2+1 4 11.391-12.010 1+C2+1+C2+1 2 1+C2+1+C2+1 2 +1 3 1+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2*1 4 Z ii 52-18' %-y-y4 12.017-13.397 1+C2+1+C2+1 2 1+C2-1+C2N 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 O '/§-'�7i-'�i 13.390-17.018 7+C2*0+C2+1 2 1+C2+0+C2+1 2 1*C2+6+C2+1 3 1+C2+0+C2+1 4 1+M+0+C2+1 41 1+f2+0+C2+1 4 m Custom 11.391 -13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2-1 4 80" y_+h_% 13.398 - 15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 u ZQ %-%-3y 15.361 - 19.641 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 11391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" 1 + 13.398 - 19.110 1+C2+2+C2+1 2 1+G2+2+(:2+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/r_}S-js 19.171 -24.641 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 18.380-19.397 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' %•X-% 19.398-24.380 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 4+C2+3+C2+1 4 1+C3+3+C3+1 4 rI-C2-3+C2+11 Custom 24.361-30.360 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 %-'/z-y " -30.360 2 1+C2+3+C2+1 2 1+C2+3+C2* 2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 120" Anchor Group 6 Anchor Group D 35-1/4" -j7i-%s 11.391-11.391 7+C2+0+C2+1 2 NC2+O+C2+1 2 7+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0'C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2 +C2+1 3 1+ 1 4 1+C2+O+C2+1 4 1+Q+0+C2+1 4 12.308-12.308 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 I+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 4 y4 -%-y 11.391-13.397 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0,+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+11 4 1+C2+0+C2+1 4 45-1/8' y3 -y-% 13.398-14883 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+f.2+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+1)+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 y,_y2_y4 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 1+C2*1+C2+1 4 1+C2+1+C2+1 4 47-3/4'31 �•'fi- 2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2++C2+1 4 1+C2+O+C2+1 4 1*C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 C2+0+C2+1 4 1+C2+0+C2+1 4 12.298-15.558 1+C2+0+C2+1 2 1+CO N 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+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1 +C2+1 4 NC2.1+C2+1 4 1+C2+1+C2+1 4 H 52-JIW Y.-%-!/. 12.017-13.397 1+C2+1+C2+1 2 1+C2+1 -C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+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 13.398-17.016 1+C2+0+C2+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+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+O+C2+1 4 mCuslam 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 4 60' 13.398-15.380 I-C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2-N+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+:2+1 4 1+C2+11+C2+1 4 1+C2+1+C2+1 4 15.361-19.641 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+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+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 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 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+CZ+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 11C2+2+C2+1 4 1+C3+2+C3+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 -3-% 119.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1 +C2+ 1 +C2-11 4 11+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+ 2+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 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+c2+3+C2+1 4 1+C2+3 1 3++C 1 C,2+i+C2I7 2b 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+12+3+C2+1 4 96" %_%-y+ 79.398-24.360 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 -*-C2+1 4 1+63+3-43►1 1+C2 -IF] +C2+3+C2+1 2 1*C2+3+C2+1 3 1+C2+3+G2+1 4 1+C2+3+C2+1 4 1+( +3+C2+1 4 24.361-30.360 1+C2+2+C2+i 2 1+C2+2+C2+t 2 7+C2+2*C2+1 3 1+C2+2+C2+1 4 1+C2+2+ 01 4 + 3+ +C.'1*1 1-+G2+1 2 1+52+2+C2N 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" %.%-'/+ -30.300 I+C2-3+C2-1 2 11+C2+21 -C2+11211 -C2 -3-C2+1 3 1+C2+3+C2+1 4 1+C2+M4C2+1 • ME3*3+ 1 4 C2* +C2 1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+7 1+C2+3+C2+1 1+C2+3+C2+1 4 occ-rno�c i� rvn uwwi. r..�wun '- MIN. SASH SIZE = WINDOW WIDTH - 5928 NOTES: Max. Anchor O.C. anchor 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE Group F • Fl"lip ON SI -WETS 6-8. • • • • 000 Spacing for "Integral- • 02) SIZES NQ# SHOWI*ROVJND UP TO IAE NE TAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin" Installation 3.7^ • •3) SE65HEET 9180Rl GLIDE iU USIN11 ESETAa�ES. • 4)"1/401/2-1/1'A 'I%-11J11/30IN&A TF�j�T TH � STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE • MN THIPAIDJACENr CCtUMA._&STOM 1-((IICATE,%THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. • • • • • • • • • • ••• • • • ••• • PRODUCT REVISED as comptyln9 with the Florida Building God- NOA-Ho. 17-0411.08 Expiration Data 09/24/2020 By MIam1-0e roduct Contra m ADDED NOTE TO ANCHOR QTY. TABLES. ``11111 I1 111117/ ANY LYN7y 1',, _= * No, 58705 o,'-. STATE F 6, ORION NAL IEN.NItII`� A LYNN MILLER. P.E. P.E.M 58705 !P S m z InIn 3: -8 W > O O O W aloO �` �• N Z u r U') O o � o 11 Mao d Z N C UU00 �V LU W 'NN I.-µ>ZJ J J tlh%O Z O FQ' LU O H O ® Z Iaa4S H Z < Z aos O O o U IS u ZQ O 1:� api1 nse0 s uag ``11111 I1 111117/ ANY LYN7y 1',, _= * No, 58705 o,'-. STATE F 6, ORION NAL IEN.NItII`� A LYNN MILLER. P.E. P.E.M 58705 ..�ai,a.i �a. nn.ru nay �c c n • n. _ WI -1 TNF MAV rl! CPA('.IN(_ CHmV.M mN THF FI FVATIONC. Glees Types t- Anchor Quantities for XOX Windows 10-12 Sash Sash 24- Height 30• Heigh, 36" Heigh 1 48- Height 54' Height 63- Helght 24" Helght 30' Heigh, 36- Heigh 48' Heigh I 64" Heigh B3" Height PAW.. Leal R4 Width Contgumtion e � 00 Head 85111 E � Head & SIII E ' Head 8 SIII Head & Si8 Head & SIII Head & Sill Heed & Sill E ' Head & SIII Head 8 Sill E Heed & SIII � E Head & Sill Head & Sill E Anchor Group A Anchor Group C 35-1/4" 38• 45-1/8' 47-314" 521/8• 16 3 m 60" 75" 96• 120" 147 h -''/s -Ya 11.391 - 11.391 1.C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+G+C2+1 4 1+C2+0+C2r1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+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+i 4 1+C3+0+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 tC2+G+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+q+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C9+1 4 ;+C3+O+C3+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2.0+C2+1 4 1+C3+D C3+1 4 7+q+0+03+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1.C3+0.q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 7+C2+0+C2+1 2 1+C2.O+C2+1 2 1+C2+D.C2+1 3 1+q+p:q+1 4 1rgr0+q+l 4 t+q+0+q-1 4 2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 2+1 2 1+C2•2+C2+1 2 1+C2+2rC2+1 3 1+C2+2+C2+1 4 1+C3+2+q+1 4 1+C3+2+q+1 4 Not Allowed 2+1 2 I+C2+2+C2+1 2 1+C2+2+C2.1 3 1+C2+2+C2+1 4 1+q+2+C3+1 4 1+C3+2+q+1 4 2+1 2 1+C2+D+q+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+q+D+C3+14 1+C4+9+C4+1 4 2+1 2 1+C2+3+C2+1 2 1+C2+3+CZ+1 3 1+C2+3+C2+1 4 1+C3+3+q+1 4 1+C3+3+q+1 4 h1 2 1+C2+2+C2+1 2 1+C2+3.C2+1 3 1+C3+3+q+1 4 1+C3+3+q+1 4 1+C4+3+C4+1 4 2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C3+D+q+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+4+q+1 4 I+C3+4+C3+1 4 1+C4+4+C4+1 4 Fl+�C12+3-+C2+1 1+C2+3+C2+1 2 i+C2+3+C2+1 2 I+C2+3+C2+1 3 1+0+4+q+7 4 7+C3+4+q+1 4 1+C4+4+C4+1 4 7+C2+2+C2+1 2 2+C2+2+02+2 2 2+C2+2+C2+2 3 2+C3+3+q+ 4 2+C3+3+03+2 4 2+C4+3+04+ 4 2+C2+3+C2+2 2 2+('2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+ 4 2+C3+4+ A+ 4 2+C4+4+c4+ 4 2+C2+2+C2+2 2 2+C2+3+C2.2 2 2+C2+3+CZ+2 3 2+C3+3+q+2 4 2+ 4+.3+(C4+ 4 2+C4+3+C4+ 4 2+C2+3+C2+ 2 2+C2+3+C2.2 2 2+C2+3+C2+2 3 2+q+4+q+ 4 2+G4+4+C4+ 4 2+04+4+C4+ 4 %-%-Y 112.308.12.308 X -%-X 111.391-13.397 �13.398-14.683 1-12.297 '/.-Y:-X 11.3812298 /a-Yi-Yi - 15.558 Custom 111.391 - 12.016 Y+ --X 12.017-13.397 Ya -3i -X 13.398-17.016 Custom 11.391 -13.397 y+ -'h-'/. 13.398 - 15.380 Y. -%-Y. 15.381-78.641 Custorn 11.391 -13.397 X% -X 13.386-19.710 %-%-Y 19,111 -24.641 custom 17,641 -19-397 X -M -Y. 19.398-24.380 %-%-'h 24.361 -31.841 X -Y' -X 29.841 - 32.515 -Y-X 32.516-99.641 Custom -39.641 Anchor Group B Anchor Group D 35-1/4" Yi-Ya-X 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 I 1+C2+D+C2+1 3 1+C2+D+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0C2+1 2 1+C2-0rU+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 9 1+C2+0+C2+1 4 1+C2+D+C2+1 4 38" Y. -Y3 -Y, 12.306-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+Or C2+1 2 1+C2+O+C2+1 2 1+C2+O+t2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 -Y -y 11.391 -13.397 +1 4 1+C2+O+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++O+q+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0«C2+1 4 I+C3+0+C3+1 4 1+q+0+q q 4f> -1/8"Y+ Ya -'S -Y 13.398-14.683 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+q+1 4 1+C2+D+C2+1 2 1.C2+0+C2+1 2 1+C2+G+C2+1 3 1+02+0+C2+1 4 I+C2+0+C2+1 4 1+C3+0+C3.1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 311+C2 -0+C2+ 1 F X-%-)" 11.391 - 12297 1+02+0+C2+1 2 1+C2+NC2+1 2 1+C2+9+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 t+C3+0+q+1 4 1+C2+0+C2+1 2 1+C2+0.C2+1 2 1+C2r0+C2+1 9 1+C2+O+C2+1 4 1+C3+O+q+1 4 t+q+0+q+1 4 47-3/4" %-%-% 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2.1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 I+-C3--D-+C3+14 1+q+0.C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2.1 2 1+C2 -(>+C2+1 3 1+C2+O+C2+1 4 1+C3,0+C3+1 4 1+C3+O+C3+1 4 o Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+D+C3+1 4 1+C3 -0+C3+1 4 1+C3+0+C3+1 4 1+C2W+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+q+1 4 t+C3+0+q+1 4 52-1/8• 31 -Y2 -Y412.017.13.397 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+O.q+1 4 1+q+0+C3+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+1)+C2+1 3 1+C3+0+C3+1 4 1+q+0.q+1 4 1+C3+0+C3+1 4 %-%-3i 13.398 -17,016 1+C2.0+C2+1 2 1+C2+O.C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+q.O+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+t 3 1+C2+G+C2+7 4 1+q+0+q+1 4 1+C3+0+C3+1 4 U Custom 11.391 -13.397 2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+q+1 4 1+C3+2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C2+2+C2+1 4 1+q+2+CS+1 4 1 1+q+2+q+1tl+C2+3�C2+1 r'c fi0" '/+-Y�-X 13.388 - 15.360 1+C2r2+C2+1 2 1+C2.2+C2+1 2 1+C2*2+C2+1 3 1+C2+2+C2+1 4 1+q+2+C3+I 4 1+q.2rC3+11+C2+1 2 1*C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+7+C2+1 4 1*q+1+q+1 4 1+C3+1+q+1 4 }�-y-� 15.361 - 19.641 1+C2•D+C2+1 2 I+C2+O+C2+1 2 1•C2r0+C2+1 3 1*q+0+gri 4 1+C3+0+q+1 4 1+C4+p+C4+1O+C2+7 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1+q+0+C3+1 4 i+q+p+q+t 4 i+C4+0+C4+1 4 rosa0 Custom 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+C3+3+C3+12+C2+1 2 1+C2+2+(2+1 2 1+C2+3+C2+1 3 1+C2.3+C2+1 4 1+C3+3+q+1 4 1+q+3+q+1 4 75' X -Y, -X 13.398-19.110 1+C2+2•C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31+q.3+q 4 i+C3+3+q+1 411+04+3.C4.12.G2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+q+2+C3+1 411+G41 .VC4+1 4 %-%-X 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 7+C3+0+q+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1O+C2+1 2 1+C2+9+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+O+C4+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 t+C3+4+C3+1 4 1.C3+4+q+1 4 1+04+4+C4+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+q+1 4 1+04+4+04+1 4 96" X -%-Y4 19.398-24.360 1+C2.3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 41+q+4+C3+1 at +C4kM04. 4 +C2+24IT1 1 ++ +1 2 1+C2+3+CZ+1 3 1+C3+3+q+1 4 1+C3+3.q+1 4 I+C4+3+C4+1 4 -X-Ys 124.361 -31.641 2 2+C2+3+C2+2 3 2+C3+3++ 4 2+q+3.q 4 2+C4.3+ 4+ y+C1+2+C,+1 6 112+RC2+1 2 1+02+2+C2+1 3 1+C3+2+q+1 4 1rq+2+q+1 4 1+C4+2+C4+1 4 2+C2+2+C2+2 2 2+C2+3+C2+ q 29.fi41 - 32.515 +C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C3+4+q+ 4 2+q+4+q+ • 2+C4+4+M+ �C2p3+C�+2 2+3+ 2 2+C2+3+C2+2 3 2+q+4+q+ 4 2+q+4+q+ 4 2+C4+4+C4+ 4 92.516-39641 +C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3.C2+2 3 2+C3+4+q+ 4 2+C4+4+C4+ '1+ r2 4 yC2+2aF2+2 O 2+C2+3b0+2 2 2+C2+3+C2+2 3 2+q+3+q+ 4 2+C4+3+04+2 4 2+C4+3+04+2 4 140' Custom -• -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+q+4+C3+ 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+3+C2+2 2 2+C2+3+C2*2 2 2*C2+3+C2+2 3 2+C3+4+q+ 412+04+4+C4+ 4 2+C4+4+C4+2 4 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4), WINDOW WIDTH - 67.72 SASH SIZE IS AS PER THE FIGURES OW SHEEjr%W. • • • • • • • • GLASS E8 10.12 & 14-16 "-MIN. SASH SIZE --- 2 2) FOR SIZES NOT SHOWN, ROUND IWP TQ THE•IEXT AVAI•ABLE WIETHbR HEIGHL1fMENS�N SHOWN ON THE TABLF. MAY NOTT B8E USED WITH 3) SEE SHEET 9 FOR A GUIDE TO USYNG•HESEKABLES. • • • • • J -CHANNEL OR INTEGRAL 4)'1141/2-1/4' AND "1/3.1!3-1/3" INDICATE THAT41"HOSL ST*4"t r;COAFIGIIRXWONS f•AiL WITHIN THE SASH WIDTH RANGE • FIN FRAMES IN THE ADJACENT COLUMN. 'CUSTOM -A" THAT NO 5 N SASH COr4IGURAT4I FALL WITHIN THE RANGE. Is • PRODUCT REVISED 26th with the Florida BuBdl•B Code NCA -No. 17.0411.08 Expiration Date 09/24/2020 By Mlaml-0 product Control m ADDED NOTE TO ANCHOR OTY. TABLES. .�`� ANY LYN /''•, - _ N �C1��' • UCENS,,: No. 58705• 01 • sT T17 i C�S1 '.FC ORIDP, \'R"� ' ; ONAL tIE A LYNN MILLER, P.E. _ P.E _0 58705 • • • • • • • • t- R Z In U) ^a µ1 W �o T Lo O o 0 to O W ala0 W to } LOU C9 Ce`f1 (7� a ti G _ o ZLL Mao 0 0 - tLj bo, LU W IN 0 m J 000 > �ZO1 H W LL O - Q to ® w Z 1as45 1-- C% F Z a Z am:s o O O o U U1 zz O apiJ rosa0 s .�`� ANY LYN /''•, - _ N �C1��' • UCENS,,: No. 58705• 01 • sT T17 i C�S1 '.FC ORIDP, \'R"� ' ; ONAL tIE A LYNN MILLER, P.E. _ P.E _0 58705 • • • • • • • • ' Glass Types 14-16 Sash Sash Anchor Quantities for XOX Windows 24' Height 30' Haight 38" Height 1 48' HviiM 54' Haight 83' Height 24' Helght w Height 3o Height 48" Height 54" Height 63' Haight Rant. Level R4 Width Co 11gurdtion Range (in) Head & SIII E Head & SIII e E Head & SAI m Head &SIA Head & S111 Head &Sill Head &SIII E Head & S111 ' m Head & SIII Head 8 Sill Head &Sill Head & SOI E A Anchor Group A Anchor Group C 35-114" 38' 45-1/8' 474' 52-1/8' 75" 96'y 120" 140" y -y -y 11.391 -11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 S+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+i z 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C3+O+C3+1 a 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+G+D+C4+1 4 1+C2+D+C2+1 2 1+C2r0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+9+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0rC3+1 4 1+C3+0+C3+1 4 1+C4+D+G+1 4 1+C2+0+C2+1 2 1+C2+O+C2r1 2 1+C2+p+C2+1 3 1+C3+O+C3+1 4 1+p+0+(�+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+G+p+C4+1 4 i+C2+0+C2+1 21+C2+0+C2+1 2 1 1+C3+0+C3+1 3 1+C3+0+03+1 4 1+G+0+G+1 4 1+C4+0+C4+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 11+C3+9+C3+1 3 1+C3+0+C3+1 4 1+G+0+G+1 4 1+G+0+G4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2r1 3 1+C3+2+C3r1 4 1+C3+2+C3+1 4 1+C4+2+G+1 4 " Not Allowed 1+C2+1+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+G+2+G+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 11+C4+0+G+1 4 1+04+0.G+1 4 1+C5+D+C5+1 4 +1 4 1++3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+G+3+G G 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+G+3+G+1 4 1+G+3+G+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+G+1 4 1+05+0+05+1 4 1+C5+0+C6+1 4 1+C2+3+C2+1 21+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+4+C3+1 4 1+04+4+04+1 4 1+G+4+G+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+G+1 4 1+G+4+0,1+1 4 1+G+3+G+1 4 t+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+C4+3+G+ 412+ +3-04+ 4 1+C,4+2+G+1 4 2+C2+3+C2+2 2 2+C2r3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+G+ 4 2*Gr4+G+ 4 2+C4+3+C4. 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+G+ 4 2+G+3+G+ 4 2+C4+3+Gr 4 12-C2+3+C2-21212+C2+3+C2+212 2+C2+3+C2+ 3 2+C4+4+G+ 4 2+G+4+G+ 412-C4+3+C4+2 4 y -y -y 12.308-12.308 -y,-y 11.391 "13.397 13.396 -14.883 y -Y -y 11.391-12.297 y -y -YS 12298 - 15.856 Cwtom 11.391 -12.016 Y. -Y.-% 12017-13.397 Y. -Y, % 13.398 -17.016 Custom 11,391.13.397 15.380 Y. -Y,-% 115.361.19.641 Custom 11.391 "13.397 y -Y -y 13.398-19.110 19.111 - 24.641 Custom 17.641 . 19.397 -Y: 19.398-24.360 y -YS 24.381 -31.641 )"-Y"� 29.641 -32.515 Fr %- 32.516 - 39.641 Custom - 39.641 ® Anchor Group 6 Anchor Group 0 35-1/4' y -Y. -Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+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 i+C2+0+C2+1 4 38' x -Y 12308-12.306 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+C3+O+C3+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+1 411+C3+O+C3+1 4 Y4 -Y- 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+G+0+G+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+G+1 4 45-116` Yi-Y-y 1&398.14.683 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1*C3+O+C3+1 4 1+C3+O+C3+1 4 1+C2+O+C2r1 2 t+C2+0+C2+i 2 1+C2+p+C2+1 3 1+C3+O+C3+1 4 t+C3+0+C3+1 4 1+C3+O+C3+1 4 Z Y. -Y, -Y. 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+G+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C9+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+G+1 4 47-3/4' y -YS -Y 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Custom 11.391 - 12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C3+0+C3+1 3 1+C3+0+p+1 4 1+Gr0+C4+1 4 1+G+0+G+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+04+9+G+1 4 1+C4,0+G+1 4 52-118' y -%-y 12017 - 13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+G+0+C4+1 4 1+G+D+G+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+G+O+G+1 4 /+C4+0+G+1 4 b Y. -%-y 13.396 - 17.016 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+O+C3+1 3 1+0+0+C3+1 4 1+G+D+C4+1 4 1+G+() -G+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+G+0+G+1 4 1+C4+0+G+1 4 Q Custom 71.391 . 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+1 411 -C4 -2+C4 1 4 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+G+2+01+1 4 e0' y -Y -Y. 13.396-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 T 1+C2+2+C2+1 3 1+C3+2 +C3+1 4 1+C3+2+p+1 4 1+G+2+G+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+G+1+G+1 4 m Y% -Y. 15.361-19.641 1rC2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+G+0+G+1 4 1+G+O+G+1 4 1+C5+O+C5+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C4+O+C4+1 4 1+G+D+G+1 4 t+C5+0+C5+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+G+1 4 1+G+3+G+1 4 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+G+3+C4+1 4 1+C4+3+C4+1 4 76" %-Y3-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+G+1 4 1+G+3+1-4+1 :11,C,2;1 2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+G+2+G+1 4 1+C4+2+C4+1 4 y -y -y 19.111-24.641 1*C2*0+G2+1 2 1+C3r0+C3+1 2 1+C3+0+C3*1 3 1+G+0,+G+1 4 1+CS+O+C5+1 4 1+C5+O+C5+1 1+C22+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+G+0+G+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 21+C2+4+C2+1 3 1+C3+4+C3+1 41+C4+4+G+1 4 1+04+4+G+1 4 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+G+4+04+1 41+04+3+C4+1 4 96" y -Y -y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+G+4+04+1 4 1+G+4rG4+1.1 +C6+/+•4+ 4 C2+2•C2+1 1#t2+ 1 2 1+C2+3+C2+1 3 1+G+3+G+1 4 1+G+3+04+1 a 1+G+3+CA+1 4 'Y -y -y 24.361 -31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2312 +C4+3+G+ 4 2+041+3+C4+� 4 1+Cq+2+ + + + +1* 1tjP2+yC2+1 2 1+C2+2+C2+1 3 "C4+2+G+1 4 1+G+2+G+1 4 1+C4+2+G+1 4 Y4 -Y -y 29.641 - 32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+ 2+04+4+G+2 4 2+G+4+C4+ W C203+02+2 h �2+3+ + 2 2+C2+3+C2+2 3 2+04+4+G+2 4 2+G+4rG*2 4 2+C4+3+04+2 4 120' Y. -y -Y. 32.516 - 39.641 2+C2+3+C2+2 2 2+C2 +3+C2+2 2 2+C2+3+C2+22+04+4+G+2 4 2+G+4+C4+ 4 G+ +2 4 +C2+2 .241 2+f2r$t�+2 2 2+C2+3rC2r2 3 2+04+3+G+ 4 2+04+3+04+2 4 2+C4+2+C4+ 4 140" Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 2+04+4+G+ 4 2+04+4+04+ 4 2+04+3+C4+2 4 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2rC2*3+C2*2 9 2+04+4+G*2 T 20 C4"4 cG�2^Ce oocC ci • • • • • • • • • • • • • • • • • • • • • • PRODUCT REViISED as complying with the Florida ttallding Code NOa No. 17-0411.08 Pxplration Date 09/24/2020 13y Mlam a no uct ontro m ADDED NOTE TOANCHOR QTY. TABLLS. 01P 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH - 60.72 GLASS TYPES 10-12 & 14-16 IN. SASH SIZE = 2 SASH SIZE IS AS P%gHE FF��( jSES ON MEETS 68.• 090 • • • 2) FOR SIZES NOT H(WVN,ND UP TQ THE N�CT MAILABLE WOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WETH J -CHANNEL OR INTEGRAL • FIN FRAMES 3) SEE SHEET 9 F(41R A(dUIDE•TO USING "VE TABLES. 4)'1/4-1/2-1!4' AND'y3-1/3-t/W INDIGN4TEOTHAf T40SPSTAJD D $$A�SSH C VIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENTCOLrIMN. `CSSTOM- INDIAI.TER THAT ND S d71RD s4sTi CONFIGURATIONS FALL WITHIN THE RANGE. • • • • • • • • • • • • • • • • • • • • • • PRODUCT REViISED as complying with the Florida ttallding Code NOa No. 17-0411.08 Pxplration Date 09/24/2020 13y Mlam a no uct ontro m ADDED NOTE TOANCHOR QTY. TABLLS. 01P Y DD z u - In . as e to o O oto �w N h Z W a1o0 to M d N i p o x MRa ❑ Z u-Zon0 .>(.)O®� F- Z`f L=9 Q � J CC G W o :p of t. >� m _j 'Jia 91'a oZv p Elf -J � LL H (p ® Z ]aa45 ❑ ¢ Z '¢ Z alc�s o p O o U Q Q ell'1 '�sa0 saua5 0NY LY/VV//' ' �' . ......LI •' h/�� ' No.58705 �o 1� Q %,n'•. SATE F L 1o" �. A- LYNN MILLER, P.E- P.E.# 58705 TABLE 28: NOTES: 1) ITEMS # 5-12.18, 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO RE LABELED FOR AAMA EXTRUDER ODE. 3.500" 3.500" .062" �{ 3.500" -+{ 3.500' -+{ 2.445 --_� 2445 ❑ 2.445 2.445 S-�J F;lam- 25" .625• D 1.375 O FRAME 8 SBS HEAD, SILL 6� HEADJAMOSSILL 1,375 O JAM6FIN 9AME EQUAL LL 8 O SILL 1.641" �+ 1.507" ►{ o 1.437 I 1.630" ��l 2.100" -►{ 2.,76" .772" .065" o LLL o 1.020" u 1.375" - .590" .050" 123,' 1.000" }T� .065' .060" --� �-- 070" I --+-� �-- � -+- If LIFT L UFT RAIL 13 &TRIM COVER RT FIXED 14 MEETING RAIL 15 INSERT 16 SASH RAIL 19 INTERLIOCK 0- NTERLOCKCOVER .316' i -- .070" .060' -►-{ .B6c="� 175' .750" .025" _T .035" -►-{ 1.185' .OfiO" OLAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD SASH BEADING 80 SCREEN FRAME 8, SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT _ 070" 1.182"I 1.182" I-- il- . - �i I" .28 1.164" L .070'� 4" J►_070" .79,"�,8.. ,. ,,, 1L 74.610" u u1 r 130"L64"_S'r► .150' 1.331' Imo- ---d 1.340" �-- --1 1.340" �-- HD SASH STANDARD HD MEETING HD HR MEETING 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 26 RAIL `77 MONORAIL PRODUCT yyCTg REVISED as co p& with the Florida d Bill of Material NOA-No. 17-0411.08 o # PaR# Description Material 1 620121 Frame Head, Sill and Jambs - J.Channsl PVC 2 620122 Frame Head, Sill and Jambs -Flange PVC 3 620123 Frame Head, Sill and Jambe - Fin PVC 4 620124 Frame Head, Sill anc Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Co%er PVC 14 1 620131 lFixed Meeting Reil PVC 15 620158 Track Insert 6083 TB At 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 6063 TO AI 19 020158 Pull Rail Interlock 6063 TB Al 20 620144 Poll Rail Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T6 Al 22 620151 Standard Sash Reinforcement 6063 T6 Al 23 620152 HD Sash Reinforcement 6063 T8 AI 24 620153 Standard Meeting Rail Reirdomemenit 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement 6005 T5 AI 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 AI 27 71OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 41O SS 28 616_44 Weatherstrip, .187' x .270" Fin Pile 29 61719 Weatherstrip, .187' x .220" Poly Pile 30 #8 x l' Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78X312PPA #8 x 3.1/7 Ph. PH SMS (Fbaad Meeting Rail Screw) 41O SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Coter PVC 34 720187 Installation Screw Hole Plug PVC 37 720147 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 391 720198 lAuto Lock Cover Assembly Cast Zinc 40 #fix 1.1/8' Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 76)34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7012FPTX #6 x 112" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstlle Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Laml. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71084/5 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 47042W Screen Comer Key with Pull Ring PVC 84 47041 W/CKGLB Screen Corner Key No Pull Rig PVC 85 7CASPM Tension Spring SS 86 61816048 Screen Cloth Fiberglass 87 61635/61514 .140" Screen Spline (Machina/Hand Rolled) Vinyl NOTES: 1) ITEMS # 5-12.18, 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO RE LABELED FOR AAMA EXTRUDER ODE. 3.500" 3.500" .062" �{ 3.500" -+{ 3.500' -+{ 2.445 --_� 2445 ❑ 2.445 2.445 S-�J F;lam- 25" .625• D 1.375 O FRAME 8 SBS HEAD, SILL 6� HEADJAMOSSILL 1,375 O JAM6FIN 9AME EQUAL LL 8 O SILL 1.641" �+ 1.507" ►{ o 1.437 I 1.630" ��l 2.100" -►{ 2.,76" .772" .065" o LLL o 1.020" u 1.375" - .590" .050" 123,' 1.000" }T� .065' .060" --� �-- 070" I --+-� �-- � -+- If LIFT L UFT RAIL 13 &TRIM COVER RT FIXED 14 MEETING RAIL 15 INSERT 16 SASH RAIL 19 INTERLIOCK 0- NTERLOCKCOVER .316' i -- .070" .060' -►-{ .B6c="� 175' .750" .025" _T .035" -►-{ 1.185' .OfiO" OLAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD SASH BEADING 80 SCREEN FRAME 8, SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT _ 070" 1.182"I 1.182" I-- il- . - �i I" .28 1.164" L .070'� 4" J►_070" .79,"�,8.. ,. ,,, 1L 74.610" u u1 r 130"L64"_S'r► .150' 1.331' Imo- ---d 1.340" �-- --1 1.340" �-- HD SASH STANDARD HD MEETING HD HR MEETING 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 26 RAIL `77 MONORAIL PRODUCT yyCTg REVISED as co p& with the Florida d REINFORCEMENT REINFORCEMENT REINFORCEMENT NOA-No. 17-0411.08 o r7 •• •�,Op�YLY�I/y4#,"o • • R.W000 By: - JR Dote: 03/27/17 Re t Fan:P"xpiratlon NOGHANGESTHIS SHEET. Date 9/24/2020 sy • �1�• t �-,C 41.1 � • Mlam roduct Contro R -k -d W. Dais: Revl.lon: • '* • • •ii•: • Np• Is 5670) r• • • • • � - • DeacriPeon: 3 ` � • <(/�� 7%� WINDOW EXTRUSIONS & BOM J ROSOWSKI 1070 TECHNOLOGY DRIVE r •' ' •'•:ctORIDI'�. ' • • •.•%/ �+ ... ID �\; • • // IN ICE, FL34275 (9i 480-11" HORIZONTAL ROLLER - LM 05/15/15 Ssr* Afod k Soule: Sheaf: gvWne Ne. Ran. • �� • • • • �'IQaAIf1 f:nPYf•3FITOr01T POT IrID{I$TRIFS, OIG xu RlelrtaRPJiEERVEO • • �.14MJk P.� : HR -5510 NTS 17 OF 18 MD- R55 B oFA�H ir1s29a ••• • • • • or • • • •• •: ••a ••• •• •• MITERED FRAME WITH O INTERIOR AND EXTERIOR FRAME WELDS SASH ASSEMBLY DETAILS EXTERIOR ATTACHED TO SASH RAIL � ATTACHED TO_ / 40 :J FRAMEJAMB 37 40 39 L OPT. AUTO LOCK 0 200 0 ATTACHED TO FRAMEJAMB CPT. SWEEP LOCK TABLE 29: EGRESSLOCK DETAILS (NOT TO SCALE Egress Lock Bill of Material # Part# Description _Material 100 7MC7D24 Multi -Pant Lock Operator Cast Zinc 101 73340 Operator mounting Plate Steel 102 72(15 Multipoint Lock Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 104 220217.221 Tie Bar (Length Varies) Stainless Steel 105 71024X12HFX #10 x 1/2" HH MS Stainless Steel 106 7BXIFPAX #8 x 1" Ph. FH SMS Stainless Steel 107 78X75FPTX #8 z 3/4" Ph. FH SIDS Stainless Siad EGRESSLOCK DETAILS (NOT TO SCALE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED MITERED as Complyying with the Florida Building Code v .OA -N.. 17-0411.08 Expiration Date 09/24/2020 INTERIOR AND EXTERIDR By (941)-480-1600 Miami ad roduet Control FRAME WELDS ATTACHEDTO FRAMEJAMB 1070 TECHNOLOGY DRIVE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MITERED FRAME WITH v N. VENICE, FL 34275 - - INTERIOR AND EXTERIDR 100 (941)-480-1600 FRAME WELDS 1111111 CERT. OF AUTH. /29296 SCREEN e • • n�SY LYNN , R`i—d Af' Dom ASSEMBLY • • • • • • • .1. • ��' IGEN ' �v( JR 03/27/17 NO CHANGES TH SSHEE. DETAILS • • • • • i • • • j Q :' .F� =, - *' . No, 58705 R -f -d W. Date.• Redokn: 33 • • I I ORibo- S3 84 • • • •7 J '* Dwciipeo pp�•,•t Drown ` EXTERIOR FRAME l�-:r�� EXPLOn: DED WINDOW VIEW J ROSOWSKI ASSEMBLY • • A31 T�/ • r�s ' `<oRio�••' Titl e: HORIZONTAL ROLLER - LM Data: 05/15/15 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. NO FES: DETAILS • �- `•jM• • • • • • • `G �'�S�ONALl �N�� 5'ertae/YodsL D�eeirg No. Rer. 2) J -CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. • • • • q LYNtd ML�fI?I, P E. HR -5510 NTS 18 OF 18 MD-HR5510-01 B 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-6. 0 • • p.E.#59705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r MiAMFDADE 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.QovleconomY PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cod:...:. This product is approved as described herein, and has been designed to comply Ntith.4he Florida Building• • • •, • Code, including the High Velocity Hurricane Zone. • • ESCRIPTION: Series "CA -5540" Outswing PVC Casement Window — L.M.L..: • APPROVAL DOCUMENT: Drawing No. MD -5540C.0 titled "Vinyl Casement WddW N04�t r, • sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by;manufactu're*?.I signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product�go%tiol Revision stamp • with the Notice of Acceptance number and expiration date by the Miami -Dade Cou1WV.V;gduct Control • Section. ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ; .00 0 :000 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,:X",o 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# 16-0714.11 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �MIAMFDAdE COUNTY OANo.,17 O6—t4. E � Expiration Date: ep em er, , 2 0 Approval Date: September 14, 2017 q ,,) 17 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0420.11) 2. Drawing No. MD -5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 1I of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Orteg,4?.R • • • • • (Submitted under previous NOA No. 16-0714.11) • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' • •; •' • • • • • • • 2) Uniform Static Air Pressure Test, Loading per P$1C TAS 202-94 ' .... .... . . 3) Water Resistance Test, per FBC, TAS 202-9¢... • • • • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, anc•TASZ02-94 .... .....' 5) Large Missile Impact Test per FBC, TAS 2M-!#4 • • • • • • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS= -94 ' along with marked -up drawings and installation diagram of a s�ries•�A554O�C;45440: vinyl outswing casement windows, prepared by Fenestration T'esting Laboratory, Inc.» • • • •; Test Report No. FTL-8179, dated 03/31/15, signed and sealed by Idalmis bxtega, P.E. (Submitted under NOA No. 15-0420.11) 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 a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NDA No. 15-0420.11) 4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued by Fenestration Testing La oratory, Inc. (Submitted under NOA No. 15-0420.11) a_i� Manuel Pyer_e4 P.E. Product Contro Ex finer NOA No. 1T-0614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasnO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and DoorPlS, Plant 13 for their "White Rigid PVC Exterior Extrusions foiMmi ldows And Doors"' • •; • dated 02/28/13, expiring on 02/28/18.• 0000.0 . .. 0000.. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Windov,4aAaoor Profiles, • Plant 13 for their `Bronze and Lighter Shades of Cap Coated-Rigo PV�)"rior:"": Extrusions for Windows and Doors" dated 04/16/15, expiring o'rt TA/16/20' 0 0 00:00* 0000 00:00 5. Notice of Acceptance No. 14-0529.14 issued to Royal Windo , " boor P rof res, 0 0.0 • Plant 13 for their "Performance Core Rigid PVC Exterior Extzvsions for 'Windows • and Doors" dated 04/16/15, expiring on 04/16/20. 0000:. 0000.. .. 0000.. F. STATEMENTS • • • • . 1. Statement letter of conformance, complying with FBC 511 Edition (20141 and with FBC 6" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. I5-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. ;e�t171_i10:1 �T7 1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. for their Series "CA -5540" Outswing PVC Casement Window - L.M.T." approved on 25/16 and expiring on 09/17/20.ZaAmL " Manu017- P.E. Product Continer NOA N4.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-2 MAX. BUCK WIDTH SEE TABLES 4-8 F --B, SEE SHEET 3 y a � J_ DESIGN PRESSURE RATING LARGE & SMALLMISSILE IMPACT RESISTANT MAX. JAMB O.C. GENERAL NOTES ............. LIGHT SEE TABLES I \ / ' HEIGHT 48 FRAME, GLASS F ANCHOR OPTIONS ................ INSTALLATION, FLANGE LEGG................ E, SEE SHEET BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF IN & J -CHANNEL...... INSTALLATION, INTEGRALL FIN & J 4 /•�` VISIBLE 5.6 7 VISIBLE LIGHT 8-9 10-11 LIGHT 1% HEIGHT WIDTH '_ 1 ou Ul co T A z ¢ o Z VISIBLE W LU _ LL O LIGHT - WIDT. — 4' MAX. -. 7aa4s MAX.BUCK HEIGHT SEE TABLES 4-8 A SEE SHEET 3 MAX. BUCK WIDTH _ SEE TABLES 4-.8 1.25• MAX, MAX. O.C. SEE D. SEE SHEET 4 1 TABLES 4-8 TTL I I I\ /VISIBLE /LIGHT HEIGHT I VISIBLE LIGHT WIDTH MAX. O.C. SEE TABLES 4.8 4' MAX. 1.25' MAX MAX. BUCK HEIGHT SEE TABLES 4-8 63' MAX. FRAME ASSEMBLY TUBE LENGTH L_ - IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALLMISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-8. SHEETS 8-9 FRAME ASSEMBLY TUBE MULL, SEE 81-1/4" MAX SHEETS 5-6 FOR ANCHORAGE DETAILS COMBINED WIDTH I I I / VISIBLE 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 GENERAL NOTES ............. LIGHT / i ELEVATIONS............................................................ ' HEIGHT Et FRAME, GLASS F ANCHOR OPTIONS ................ INSTALLATION, FLANGE LEGG................ E, SEE SHEET BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF IN & J -CHANNEL...... INSTALLATION, INTEGRALL FIN & J 4 /•�` FRAME ASSEMBLY TUBE ....................................... ................. GLAZING DETAILS............................. 5.6 7 VISIBLE DESIGN PRESSURES .............................................. BOM & ASSEMBLY 8-9 10-11 LIGHT WIDTH '_ 1 MAX. JAMB O.C. SEE TABLES 4-8 I I F"— - MAX. (TYP.) 28" MAX. O.C. 3" MIN. ADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 TYP. EQUAL-LEG/BOX & I TYP. INTEGRAL FIN & J -CHANNEL TYP. X -X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL CASEMENT WINDOW 1) THIS PRODUCT HAS TED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). VISIBLE LIGHT FORMULAS 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. WIDTH: BUCK WIDTH -6-3/4' 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, HEIGHT: BUCK HEIGHT - 6-3/4" ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS Y 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 GENERAL NOTES ............. 1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). ELEVATIONS............................................................ 1 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD THESE INSTRUCTIONS. FRAME, GLASS F ANCHOR OPTIONS ................ INSTALLATION, FLANGE LEGG................ 2 3 BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF IN & J -CHANNEL...... INSTALLATION, INTEGRALL FIN & J 4 6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, FRAME ASSEMBLY TUBE ....................................... ................. GLAZING DETAILS............................. 5.6 7 BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. DESIGN PRESSURES .............................................. BOM & ASSEMBLY 8-9 10-11 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYST�D S PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PSESSUR"F M"YS1S%D G:AS9 PER "M El30O. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. •• • • • • • • • • .• • • • 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THEbREOUIWD 4ESIQN POR URE f 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 TRAP COM! IN'10 CORTi,CT WCH OTWER,&ISVf_AR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. CODES /STANDARDS USED: 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION •2017 FLORIDA BUILDING CODE (FBC), STH EDITION • • • • • •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NCA; ENERGI WINQOW ANQDUQR PRCAL!!LT&*tTE & •ASTM E1300-09 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA!S; NATIONAL DESIGN SPECIFICATION FOR WOODCOnGTRUOTION. AN%/,OF&PA JIDS# ALUMINLIA ESI(f MANUAL •ANSUAF&PA NDS -2015 FOR WOOD CONSTRUCTION • • • • • - • i • • • •ALUMINUM DESIGN MANUAL, ADM -2015 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. • • • • • • • • • • • •AISI S100-12 • • ! • • • •AISC 360-10 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,VV LYNV yt No.58705 � 7k T ST, TE '. Az '',, 'ONAL IE A. LYNN MILLER, P.E. P.E.# 58705 Y m .nay > °i w 0 U } S w a7oa O a 0 c+-1 ~x h n LL Q it ,Ig u Mwn Ln p Z o 6 Z ou Ul co W o>a z ¢ o Z Op W LU _ LL O Z p 7aa4s ® bi F Q W W F O Z a W N Z aloos v Ln o U of w O Y Z W LU Ln > x1711 0 '�saO (aJ s ��a5 ,VV LYNV yt No.58705 � 7k T ST, TE '. Az '',, 'ONAL IE A. LYNN MILLER, P.E. P.E.# 58705 Glass Type Description Table Sheet # # 5 7/8' Laminated I.G.: 1/8"A Exterior Cap + 7/16" Air Space + 5/16' Laminated; (2) Liles of 1/8" A Glass with .090" PVB I derlayer 4 8 6 718" Laminated I.G.: 118" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Liles of 1/8" A Glass with .090" PVB Interlayer 5 8 7 7/8' Laminated I.G.: 3/16' A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 9 8 7/6' Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Liles of 1/8' A Glass with .090' PVB- Interlayer 6 9 9 7/8" Laminated I.G.: 1/8"A Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Utes of 118" H Glass with .090" SG Interlayer 7 9 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Utes of 118" H Glass with .090" SG Interlayer 7 .9 11 7/6" Laminated I.G.: 3/16"A Exterior Cap + 318" Air Space + 5116' Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 7 9 12 7/6" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 5/16' Laminated; (2) Utes of 118' H Glass with .090" SG Interlayer 7 9 13 7/8' Laminated I.G.: 1/8" A Exterior Cap + 5016" Air Space + 7116" Laminated; (2) Utes of 3116' A Glass with .090" SG Interlayer 8 9 14 7/8• Laminated LG.: 118' T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Liter of 3/16" A Glass with .090" SG Interlayer 8 9 15 7/8" Laminated I.G.: 3/16'A Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Liles of 301(3 A Glass with .090" SG Intedayer 8 9 16 718" Laminated I.G.: 3116" T Exterior Cap + 114" Air Space + 7/16" Laminated; (2) Lhes of 3/16" A Glass with .09D" SG Interlayer 8 9 Group. n ,w Anchor „ Substrate Mtn. Erle Mtn. I yt6'NOM7 WITH Surd. 6 01stance Embedment' FOAM 96 ksi P.T, Southern Pine (SG•0.55) M6* 8 410 SS Elco CreteFlex® #10 SMS Steel, A36" 318" 0.050" A36 Steel (steel, 18-5 S.S. or 410S.S.) Steel Stud, A653 Gr. 33" 318" 0.0451" (18 Ga.) A Aluminum, 6063-T5' 308' 0.050' (steel, 18-6 S.S. Steel Stutl, Gr. 33• 318" 0.050" P.T. Southern Pine (SG= -0.55) 7116" 1318" 3116' steel URtracon Concrete (min. 2.85 ksi) 1" 1-3/8" Lftrouted CMU, (ASTM C80) 2.1/2" 1.1/4• P.T. Southern Piro (SG -0.55) 9/16' 13/8" #12 SMS Steel, A36• 318' 0.050" (steel, 188 S.S. or 410 S.S.) `St� Stud, A653 Gr. 33' 3/s" 0.0451' (18 Ga.) B Aluminum, 6063-T5' 318" 0.063' 114' steel Ultmon P.T. Southern Pure (SC -0.55) 1' 1-318' 114" steel Cefettex P.T. Southam Pine (SG=0.55) 1" 1-308" 1/4' slsel Aggro -Gator P.T. Southam Pine (SG=0.55) i" 1-318" 114• steal Ultracon Concrete (rein. 2.85 ksi) i' 1-314' C UngmMed CMU, (ASTM C80) 2-117 1-1/4' 1/4' steel Uttrecon Concrete (min.2 su. 24/7 1.3/4' D 114' steel CreteflaX Ungmuted CMU, (ASTM CA0) 2.112' 1-1/4' a 114' steel Aggro -Gator Concrete min. 3.275 ksi 1-112' 1318" Cuouled CMU, (ASTM C-90) 1 2" 2' 'UN TED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 'f�qSIUCONE STRUCTURAL ,N - NOTA_ POLYISOBUMENE WITH DESICCANT EXT. GLASS / `INT. GLA KODISPACE 4SG TPS 'A" = ANNEALED "H"= HEAT STRENGTHENED "T"= TEMPERED "PVB' =.090" TROSIFOL® PV8 BY KURARAY AMERICA, INC. 'SG" _ .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 9 THROUGH 18 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES. - 'GLASS TYPES 5, 7, 9, 11, 13 8 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. EXT.GLASS SS ALUMINUM HOT4AELT BUTYL STRUCTURAL /-REINFORCEMENT rA SILICONE FOAM 3116' NOM. yt6'NOM7 WITH Surd. 6 DESICCANT DESICCANT Elco Aggre-Gator® FOAM EXT.GLASS SS IXT. GLASS GLASS % M. GLASS od SUPER Q9 DUR--- C�DURASEAL� Material Steel Screw Min. Fy 92 ksi Min. F. 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 kai 110 ksl Elco Aggre-Gator® 57 ksi 96 ksi Elco UhraCnrM 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 Kai I 45 ksi Group. AnchorSubstrate Min. Edge Min. J-ir Kommeding 4SG TPS Spacer System Distance Pmbedmere 101 2.11T Ring-ehank Rooting Nail P.T. Southern Pine (SG=.55) 318' 2-7116" 102 Quanex Duraseal Spacer P.T. Southern Pine (SG=.55) 112' 1-318" 103 #10 Trusshead SMS Aluminum, 6063-751 318" 0.D5(Y (steel, S.S. Steel Stud, Gr. 33• 318" O.D451" (18 Ge.) S. or 4100 S. S. ) Steel; A36' 318' 0.050• F P.T. Southern Pine (SG=.55) 9/18" 1-318" #12 SMS Aluminum, 6063 -TS' 3/8' 0.063" (steel, 18-6 S.S. Steel Stutl, Gr. 33• 318" 0.050" or 410 S.S.) Steel. A36• 3/e• 0.050" 'MIN. OF S I HKEAUS BEYUNU I Ht Mt IAL DUBS I KA i t. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: d Cl FLANGE \) G� o BOX OR EQUAL ❑ LEG 4� J-ir Kommeding 4SG TPS Spacer System a GRA I::FIN � Part# Description Material 100 Kommeding 4SG TPS Spacer System 101 Quanex Super SpacernXf with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal AL Edge Spacer SPACER REFERENCE TEST REPORTS. FTL-8717. 8968 8 8970 POLYlS - DSICC-AN5Tn6F'ILNLOAREA EA BUTYLENE SEA �\ I ROESILICONE SEAL 1.4N OM. GLASS STAINLESS STEEL SITE TYP. 74EXT.GLASS '4,t fDiiCT 1EvtsFJ T. GLASS 79 :n a»npt};rg with rine Fhxida 3tui!.iing Code XL EDGE" EXTEROR A-ptsac No *V(14. SPACER E!rati-Uete 1 - •- .. • • • • • • c • • • • • TYP. GLAZING DETAIL •• • • • • • • • • • c VINYL CASEMENT WINDOW NOA (LM)00 , • • • • GLASS/ANCHORS/FRAME OPTIONS . e' J ROSOWSKI • • • • • - I. OF AUj1 Ky' 9298 • • • • 1070 THCHNOLOOY DR4 05/15/17 - JR - ANCHORS RE -GROUPED. • tCOPYRIGHT®20• I \:ENtE"275 • pcC��T INDflSTRIE'S, 1Wx •ARIGH1••, 1lESERVED 4*) -48D-1604 • • -a CA -5540 3 NTS 2 OF 11 ° MD -5540C.0 • •• •• • • • •• •• ••• • • • ••• • • LYN�y vc No. W705 OF 70NAL ItiN A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD -- - -- FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. " FLANGE — FH -- SHOWN 15 ❑� J � SEE SHEETS HARDWARE HARDW11 HD REINF. O fl BUCK VISIBLE HEIGHT LIGHT HEIGHT 72 11 HD REINF. EXTERIOR S�SHEETS 10 & 11 FOR HARDWARE EQUAL-LEG/BOX rl� FRAME SHOWN IIJJLLLL�� 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. EDGE DISTANCE IEMBEDMENT 1/4" MAX. SHIM TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 2, SHEET 2. 85 1/4' MAX. SHIM —+ EMBEDMENT b. EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE m r= DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. FLANGE (LOCK JAMB) FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. ANCHORED THROUGH FRAME AND 1X SEE SHEETS 10 & 11 FOR HARDWARE j��_� lif�T�L', '(f / * INSTALLATION OPTION 3 BUCKS DEPICTED AS 2X ARE 1-1/2" ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. AND EDGE EQUAL DISTANCE PER LEG/BOXRIOR L�r�rEXT SEE NOTE 2, THIS SHEET. FLANGE 114" MAX. SHIM ❑, EMBEDMENT �4 � � (HINGE JAMB j Jl�l--( SHOWN . • EDGE DISTANCE I— VISIBLE LIGHT WIDTH —-II `b��'—' HD REINF_ EXTERIOR EQUAL- Zy LEGIBOX FRAME BUCK WIDTH SHOWN NOTES: O 1)USE ONLY HORIZONTAL SECTION A -A SUBSTRATE -APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, ANCHORS LISTED ON TABLE 2, HINGE & REINFORCEMENT SEE SHEETS SHEET 2. FOLLOW EMBEDMENT AND 10& 11 FOR EDGE DISTANCE LIMITS. ANY DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 2, SHEET 2. �\ / BE USED ON ANY SIDE OF THE 1/4' MAX. _ �j WINDOW. SHIM 10 / 1/4" MAX. SHIM STD. REINF, D 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN — 87 HINGE (ARU NFES)EMENT, 1-1/2* THICK ARE To BE X INSTALLATIONS. 1 X WOODIDERED Li) BUCKS a SEE SHEETS 10 & 11 ARE OPTIONAL IF UNIT IS INSTALLED FOR HARDWARE DIRECTLY TO SUBSTRATE. WOOD I Q TVP. ANCHOR TYPE, EMBEDMENT RESPONSIBILITY OF THE ENGINEER ;o _ AND EDGE DISTANCE PEROR ARCHITECT OF RECORD. SUBSTRATE, SEE TABLE 2, SHEET 2. -114" MAX. SHIM 31 VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ' EMBEDMENT EDGE DISTANCE INSTALLATION VERTICAL SECTION_B-B OPTION 2 SHOWN WITH HEAVY-DUTY SASH, ANCHORED THROUGH HINGE & REINFORCEMENT FRAME DIRECTLY INTO CONCRETE/CMU. (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING I M URED FROM ANCHORED THROUGH BEADIlt' B IG. • • • • FRAME INTO METAL • •• • • • • ••• • TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (HINGE JAMB) TYP. ANCHOR TYPE, EMBEDMENT BUCKS DEPICTED AS 2X ARE 1-1/2" AND EDGE EQUAL DISTANCE PER LEG/BOXRIOR L�r�rEXT THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO FLANGE PAC)OUCTREVISED m —plying with the Flatda ❑, \\`(y PROPERLY TRANSFER LOADS TO FRAME (HINGE JAMB j THE STRUCTURE. WOOD BUCK SHOWN UI DESIGN AND INSTALLATION IS THE EXTERIOR INSTALLATION r f f 7 TVP. ANCHOR TYPE, EMBEDMENT RESPONSIBILITY OF THE ENGINEER ;o _ AND EDGE DISTANCE PEROR ARCHITECT OF RECORD. SUBSTRATE, SEE TABLE 2, SHEET 2. -114" MAX. SHIM 31 VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ' EMBEDMENT EDGE DISTANCE INSTALLATION VERTICAL SECTION_B-B OPTION 2 SHOWN WITH HEAVY-DUTY SASH, ANCHORED THROUGH HINGE & REINFORCEMENT FRAME DIRECTLY INTO CONCRETE/CMU. (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING I M URED FROM ANCHORED THROUGH BEADIlt' B IG. • • • • FRAME INTO METAL • •• • • • • ••• • TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (HINGE JAMB) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EQUAL DISTANCE PER LEG/BOXRIOR L�r�rEXT PAC)OUCTREVISED m —plying with the Flatda SUBSTRATE, SEE FRAME 2, SHEET 2. SHOWN✓ L Roiling CodeTABLE A .eptancc No - �4. �{o (HINGE JAMB Expifai Date SHOWN) 4y EXTERIOR INSTALLATION mli—i ails Produce OPTION 4 ANCHORED THROUGH �`� Nv LYNN FRAME INTO METAL ��,. • . • • • • • • • • • = VINYL CASEMENT WINDOW NOA (LM) VISIBLE LIGHT FORMULAS FLANGE & EQUAL-LEG/BOX FRAMES WIDTH: BUCK WIDTH -6-3/j'• • • • • • • HEIGHT: BUCK HBIGH-•-6-3/4 • • • • • • C =fT. OF AUTIM. #29296 2i P��;.•' _%CENgF'• No.58705 0 919/14 J ROSOWSKI ;gyp sr � � >� '•��ORIDA,•. G��\• • • .1 OZ) T CPiN4LCpY VE ' 05/15/17 - JR - NO CHANGES THIS SHEET. fill • GT INDh1TRIES, INC. VLNICE, FL 84275 • K PGT INDUSTRIES, INq. LYNN MILLER, P.E. ALL RIGHTS RESERVED (941)-480-1600 h CA -5540 ,° NTS h 3 O 11 oz° MD -5540C-0 S2 B PE#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 5 OPTION 5 ANCHORED THROUGH �— -- ANCHOREDTHROUGH 1/4" MAX. SHIM INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE r EMBEDMENT WOOD FRAME OR EDGE DISTANCE NOTE 2, THIS SHEET. THIS SHEET. TYP. ANCHOR SHOWN WITH HEAVY-DUTY SASH, EDGE DISTANCE TYPE. EMBEDMENT • • • AND EDGE • • • • DISTANCE PER J -CHANNEL _ �- •• SUBSTRATE, SEE FRAME - 1 TABLE 3, SHEET 2. SHOWN , • 1/4" MAX. SHIM ••• .J L_I o TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT / �O❑n AND EDGE DISTANCE PER EE TABLE 3, SHEET 2. X15 l 6 Y I NA S OWN) SEE SHEETS 10&11FOR — HARDWARE HD VISIBLE BUCK LIGHT HEIGHT HEIGHT `J_ HD REINF. EXTERIOR SSHEETS 10 & 11 FOR HARDWARE INTEGRAL FIN FRAME SHOWN SEE' 10& HAS STANDARD SASH RAIL HINGE & REINFORCEMENT 0 (ALL SIDES) _SEE SHEETS 10& 11 FOR HARDWARE INSTALLATION OPTION 5 �— -- ANCHOREDTHROUGH — INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. VERTICAL SECTION D -D SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SEE SHEETS 10& 11 FOR HARDWARE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4" MAX. SHIM SEE NOTE 2, THIS SHEET. L: .__ EDGE DISTANCE LJU -'o / UU INTEGRAL FIN FRAME J -CHANNEL 15 HD REINF. VISIBLE LIGHT WIDTH 62 FRAME EXTERIOR SHOWN NOTES: SHOWN BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C -C ANCHORS LISTED ON TABLES 2 & SHOWN WITH HEAVY-DUTY SASH, 3, SHEET 2. FOLLOW EMBEDMENT HINGE & REINFORCEMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZOI THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS 1/4" MAX. SHIM THAN 1.1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF _ �L • UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK 'y OR GREATER. 1X AND 2X BUCKS IJ (WHEN USED) SHALL BE DESIGNED E3 AND SECURED TO PROPERLY TRANSFER LOADS TO THE T_____Z`\\\\\\�J/ STRUCTURE. WOOD BUCK DESIGN �� _ AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF INTEGRAL FIN RECORD. FRAME SHOWN LL 3) VISIBLE LIGHT WIDTH OR INSTALLATION 1/4' MAX. SHIM HEIGHT (ALSO REFERRED TO AS —� DAYLIGHT OPF�NJ[JG) S ASl1REJ OPTION 7 FROM BEAD�IG TO BJA�JI•�L.IG.• • • • • •i'N p ROUGH • • • • • • • FRIpl NTO METAL EDGE • •• • • • • ••• • DISTANCE VISIBLE LIGHT F L?S • • • • • WIDTH: BUCK WIDTH - B-3/4" HEIGHT: BUCK HEIGHT- 0-3/4" TYP. ANCHOR TYPE, EMBEDMENT • • • • • • • • • AND EDGE DISTANCE PER • • C T. OF AU .#292 `SUBSTRATE, SEE TABLE 3, SHEET 2. • • • • 1OL) -TCHNOLOGY DRIVE (SCREW SHOWN) • • COPINRIGHT 832017 V �[ + • • *PGT INIRISTRIES, INC. N. IiICE, X4275 • ALL RIGHTS RESERVED (941)-480-1600 TYP. ANCHOR TYPE, EMBEDMENT — AND EDGE DISTANCE PER SUBSTRATE, SEE TABLES 2 & 3, SHEET 2. EXTERIOR V _ /4"l 1 I� SHIM LAR FIN Al FLANGE MAY BE 1 I REMOVED IN -FIELD INSTALLATION OPTION 8 ANCHOREDTHROUGH FRAME INTO METAL VINYL CASEMENT WINDOW NOA (LM)i 1a1 9/9/14 J -CHANNEL & INTEGRAL FIN FRAMES120,dJ ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA -5540 v NTS 4 OF 11 o z MD -5540C.0 EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. .PRODUCT REVISED e cumplyi.g with the Fluid. Building Code 1 p614.16 Amcjlaxce No 7"- _ 1y 11111111 //� ` N.Y LYN& ?�. •'• LICENSE M�� No.58705� O'. STA E F .��` ''// n 111111 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT — AND EDGE DISTANCE PER SUBSTRATE, SEE TABLES 2 & 3, SHEET 2. EXTERIOR V _ /4"l 1 I� SHIM LAR FIN Al FLANGE MAY BE 1 I REMOVED IN -FIELD INSTALLATION OPTION 8 ANCHOREDTHROUGH FRAME INTO METAL VINYL CASEMENT WINDOW NOA (LM)i 1a1 9/9/14 J -CHANNEL & INTEGRAL FIN FRAMES120,dJ ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA -5540 v NTS 4 OF 11 o z MD -5540C.0 EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. .PRODUCT REVISED e cumplyi.g with the Fluid. Building Code 1 p614.16 Amcjlaxce No 7"- _ 1y 11111111 //� ` N.Y LYN& ?�. •'• LICENSE M�� No.58705� O'. STA E F .��` ''// n 111111 A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF CASEMENT -TO -CASEMENT (X -X) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES CASEMENT WINDOW i— FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW \ / MAXIMUM DESIGN -- PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: 1 +/- 70.0 PSF 1 8) COMBINED COMPONENTS: 8" MAX.. SEE NOTE 3, THIS SHEET 4" MAX _ADDITIONAL MULLION ANCHOR 4, MAX --�-I f SEE NOTE 3, THIS SHEET 5540 SERIES 5540 SERIES CASEMENTy�� CASEMENT WINDOW �H WINDOW FRAME ASSEMBLY TUBE/MULL `LMIN. # 10 X 3/4- SMS @ 17" / \ WINDOW EXTERIOR WINDOWS APPROVAL FOR / \ ANCHOR ASSEMBLY TUBE/MULLION DETAILS 63' MAX. E E \ / 81-1/4" MAX. —� _C) HORIZONTAL SECTION E -E: SHALLOW, FLUSH CAP 5540 SERIES 5540 SERIES CASEMENTy�� CASEMENT WINDOW �H WINDOW FRAME ASSEMBLY TUBE/MULL `LMIN. # 10 X 3/4- SMS @ 17" MAX O.C. THROUGH DCAP DEEP, FLUSH INSTALLATION HOLES, SEE EXTERIOR WINDOWS APPROVAL FOR SEE SHEET 6 FOR FRAME ANCHOR INFO. ASSEMBLY TUBE/MULLION DETAILS ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT ()(/X/0) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63" MAX. FOR FIXED CASEMENT A) INDIVIDUAL A- 40" MAX. FOR CASEMENT B) COMBINED 5540 SERIES COMPONENTS: A=60"MAX. FORAWNING COMPONENTS: AWNING --- 1 WINDOW* \ -►— A —+-I FRAME ASSEMBLY TUBE/MULL F f. \ F f 5540 SERIES \ 127-1/4" MAX. CASEMENT—� 84„ MAX WINDOW \ FRAME ASSEMBLY— TUBE/MULL 5540 SERIES FIXED CASEMENT WINDOW" / 'UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET VERTICAL SECTION F -F WINDOW ANCHORAX r 4' M. -� MIN.#10X3/4"SMS@ 17' MAX O.C. THROUGH MAX INSTALLATION HOLES, SEE WINDOWS APPROVALFOR _ ANCHOR INFO. 127-1/4' MAX. ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET 4 VERTICAL SECTION G -G EXTERIOR a 8" MAX., MIN. # 10 X 3/4" SMS @ 17" SEE NOTE 3, J MAX O.C. THROUGH THIS SHEET INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540 -SERIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J -CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 1 T- MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. •• ••• • • • • • •• 5) THE FRAME ASSEMBLY TUBE/MULL MSY NOT EXCIEDR3" IRI LLiUGTgM OR BERJSEO IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY T4! NOT EXCEED A TOTAL OF 127-1/4" IN WI ORHF{ T, glop W:D(,*Y B: JK:O AINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. 6) SHEET 5 & 6 REFER TO UNCLIPPEDM��IILL��IMIN • • ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIM&• • • i' VINYL CASEMENT WINDOW NOA (LM) � 9/9/14 TUBE MULLION UNDER SEPARATE APPROVAL. I al FRAME ASSEMBLY TUBE DETAILS A I8LP1 J ROSOWSKI I • ••• • Y •• •• 'T • • • • • • CWT. OF AUiH. #2921 • • • • 10:0 -o-zGCTINVLQGY QF;IVE 05/15/17 - JR - NO CHANGES THIS SHEET. • •COPrHT02017 N. VENICE, FL64275 • a -PGT IN STRIES, INC. ALL RIGHTS RESERVED (941)-480-1600 CA -5540 y NTS i 5 OF 11 ° MD -5540C.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW. FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES FIXED CASEMENT WINDOW (HEAD) ?!i,oL)u rRH.V!SEL) emptying with the Flondn i l4lding Code .A - ,,A-- N.1 7- C*14 * n17-C*14" 16 F'y.u.. wt, jj 1:,1 - \\\tllu�in//7177 NY LYNN \'t�O"OCENSF r p * Na 58705 STAT OFF �SC/� t/ �'SS��NAU ENG�� RK /tilll 1l!1` A. LYNN MILLER, P.E. P.E.# 58705 WINDC SEE NOT ILLUSTRATION OF END CAP USE WITH FIN AND J -CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F NU I tJ — -t AJJCMDLT I UCC — UAY' FRONT VIEW 1) APPLIES TO FIN OR J -CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5, 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14". � L 0 EXTERIOR a SIDE VIEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL I II 221" .-�{ ��- 1.874' -� _ _ _ REMOVE FOR 1.874" �� l� FIN APPLICATIONS 100' 3.250' .375" I�I .62T i•-•�• ! • • t • • • • • JI 66 ii 1.440' • t • • • • • • • .060' � .060' } • 0�5. • • • • • • • 0/ 91 CAP, PVC SHALLOW, FLUSH 92 CAP, PVC SH - - .! • • • • • To EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 EFRAME ND CA ASPSEBLY TUBE VC FRAME ASSEMBLY TUBE, ALUM 6005-T5 • • • • • • • 9 0 • • C T. OF AU F?#292 • • • COP•RIGFiT®2017 104011EOMNOLOGY [DRIVE •PGT INIPUSTRIES, INC. N.*/FM110E, Fl`,•32275 • ALL RIGHTS RESERVED 1 (941)-480-1600 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. 1-1/4" A= 40" MAX. FOR CASEMENT 81-1/4" MAX. r-- A -� -�� 81-1 /4'MAX. A= 60' MAX. FOR AWNING �/FOCED 3' CASE.• 1-174" L Y/ 127-1/4" \ 63' MAX. 40' MAX �'-�-- \ CASE. CASE. I CASE. j � ` 1-1/4" CASE. CASE. I CASe. r 11 -+� 81-1/4' MAX, � --27-1/4" L J 2 OR MORE WINDOWS WITH VERTICAL MAX. L xz.:-2iling vridl the F1ac;clx FRAME ASSEMBLY TUBE/MULL. r IT (4 WINDOWS MAX.) a1S cam. _-•L (�_CJr(o l�Y� 127-1/4" MAX. // Ll 63' �/Fl%ED CASE. CASEMENT• —+ 2 127-1/4` MAX. 255-3l4" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) 127-1/4 j� MAX. IT � 255/4 MAX 127-1/4. MAX. CASE. 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. 'UNDER SEPARATE APPROVAL VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 FRAME ASSEMBLY TUBE DETAILS B oa J ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA -5540 1 8 NTS 11 6 OF 11 oz MD -5540C.0 \\111111 f11//// ��ONY LYA/N�/ CICENSF'•. No. 58705 -_ TE OF CCS•' F70RIDP.•' N SO' G . '101111110 NAL N.�. A. LYNN MILLER, P.E. P.E.# 56705 A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT r-- A -� A= 60' MAX. FOR AWNING �/FOCED 3' CASE.• 1-174" L 127-1/4" \ MAX. \ 255-314" MAX. � 127.114" CASE. 1 PRODUCE REVISED J xz.:-2iling vridl the F1ac;clx a1S cam. _-•L (�_CJr(o l�Y� u_-tio :'!�8tt'ffiK�D Date 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. 'UNDER SEPARATE APPROVAL VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 FRAME ASSEMBLY TUBE DETAILS B oa J ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA -5540 1 8 NTS 11 6 OF 11 oz MD -5540C.0 \\111111 f11//// ��ONY LYA/N�/ CICENSF'•. No. 58705 -_ TE OF CCS•' F70RIDP.•' N SO' G . '101111110 NAL N.�. A. LYNN MILLER, P.E. P.E.# 56705 7/8' NOM. [— 718' NOM. F~ --1 718" NOM. -1 718" NOM. 5/16" A/A PVB 511 6"A/A PVB 5/16" A/A PVB 5/16" A/A PVB 7/16" AIR SPACE 7116" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 1W1l3NCf REVL580 1/8"A GLASS% 1/8" T GLASS 3/16" A GLASS 3/16"T GLASS a a a a EXTERIOR EXTERIOR EXTERIOR EXTERIOR Acceptance Tk" 'O�o14. I�v D1. 100.103 100-103 -l• 100-103 - - 100-103 +n,;,, . fie IkMoct Comm GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 m 05115/17 - A - NO CHANGES THIS SHEET. -�{ 718" NO7/8' NO7!6' NOM. 7/8" NOM. -- /°- LLI 5116" H1H SG 5/16" H/H SG 5/16" H/H SG 5/16" H/H SG °w O 4 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE } n N w 777 OR v 1/8"A GLASS \ 1/8" T GLASS U N ® w w j, 3/16" A GLASS 3/16" T GLASS ---\ -i Q G] EXTERIOR a EXTERIOR C� EXTERIOR a EXTERIOR O LL p ¢ 2 u.uo�p V U� L4� 100.103 1100-103 - • 100.103 100-103 uN Z a Q DMO GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 0 0 o n z aaays ® F- U 718' NOM. �{ 7/B" NOM. -�{ 7/8' NOM. 7/8' NOM. W Q F _I _ __ _I Z 7/16" A/A SG 7/16" A/A SG —� 7/16" A/A SG 7116" A/A SG o Q U o U Z v 5/16" AIR SPACE 5/16" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE w } `n 1/8"A GLASS 1/8" T GLASS 3/16"A GLASS 3/18" 7 GLASS Z U \ > C7 aEXTERIOR a EXTERIOR a EXTERIOR • a EXTERIOR aigusep savag • • • • • . • • - 0 SONY LYIyNM' 100.103 t00-103 • • • • • 10410 100-103 �� • • • • • • • • P1.:.•' t,10ENSF GLASS TYPE,,V ' • • • • • • S TYPE 15 GLASS TYPE 16 No. s67os _ GLAZING NOTES: GLASS TYPE 13 = ,t "A" = ANNEALED = - "H" =HEAT STRENGTHENED - O: ST E �F/ �•.�� T=TEMPERED "PVB'=.090"TROSIFOL®PVB • •• ••• BY KURARAY AMERICA, INC. GLASS TYPE59THROU•H GLAS�'f.Z-1 l/7,RJ"13 • • �i�Cc '':c70RIDP••''��'SG'_.090"SENTRYGLAS®INTERLAYERBYKURARAY 16 MAY NOT BE USED KITH 8 15 NAl'rIAT f!E 11eiiS ••AMERICA, INC. FN FRAMES R INTEG • • T4 HeHZ2T" 3S'• : • '�, ��NAL IEN • • 11111 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. A. LYNN MILLER, P.E. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: • ANCHORING THROUGH THE FRAME PER MA%'O.C. SPACING IF ANCHORING SHEETS THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCMORS APPLIES TO (ANCHORS (SEE TABLE 2) (SEE TABLE 3) 72.67° 4" B IW T CAP, AIRSPACE, 1/8" A, .090" PVB, 118' A Window Window Design Pressure, (+/- ps0 • • • smnalrax1 Sbeh, wee a the 1111, for Gels Type: b 118"A CAP, AIRSPACE, 1/8" A, .090' PVB, 118" A • liefarce,rcn Window •• Dimensions 24 26 28 30.683 31.052 Buck Width On) 31.819 32.217 32.625 Dimeneicrls 24 26 28 30.683 31.052 31.431 31.819 32217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 36 48 +651-70 +6&-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +851-70 +651-70 +651-70 +851-70 +651-70 +651.70 +651-70 60 +651-70 +651-70 +651-70 +651-70 +65/-70 +651.69.7 +851-69.2 +651-68.6 +651-68.1 +651-67.5 +65/-37 +65/68.5 +651-65.9 +651-65.4 +/51.9 +/51,4 +/-64.2 66 +651-70 +651-70 +65/-70 +651-68.7 +651-68.1 +651-67.5 +651-67 +651-66.4 +65/-65.8 +65!$5.3 +1-64.7 +/-64.2 +/.63,6 +/-63.1 +1-62.5 +/-62 +/-61.8 70 +651.70 +651-70 +65/-70 +651-67.5 +65/-66.9 +651-6.3 +651-65.8 +651-65.2 +1-64.6 +1-64.1 +/-63.5 +1-62.8 +/-62.4 +/-61.8 +/-61.2 +/-60.7 +1-60.5 71.593 +651-70 +651-70 +65/-70 +851-67.1 +85/-68.5 +651-65.9 +651-65.3 +1-64.8 +1-64.2 +1-63.6 +183 +1-62.5 +/-61.9 +/-61.3 +1-60.8 +/-60.2 +/-60 72 +651-70 +651-70 +651-70 +651-67 +65/-66.4 +651-65.8 +651-65.2 +/51.7 +1-64.1 +/-63.5 +1-62.9 +1-62.4 +/-61.8 +1-61.2 +/-60.7 +/-60.1 73 +651-70 +651-70 +651-70 +65/-68.7 +65/-68.1 +651-65.6V-/-65 +BSI -70 +1.64,4 +/83.5 +/-63.1 +/82.6 +1-62.1 +/-{7.5 +/-61 +1-60.4 74 +651-70 +651-70 +651-70 +65/-68.5 +65/-65.9 +651-65.3 +651-70 +1-63.7 +1$2.9 +1-62.3 +1-61.7 +/-81.3 +/-60.8 +/-60.4 75 +651.70 +851.70 +65/-70 +65/-68.2 +65/65,7 +/-64.7 +65188.2 +/-63 +1-62.2 +/-61.5 +1.60.8 +1-60.3 +/-59.9 +651-70 76 +651-70 +651-70 +651-70 +651-66 +651-65.1 +/-64 +1-6'1.4 +/-61.6 +/.60.8 +/-60 +/-59.4 77 +651-70 +651-70 +651-70 +651-65.2 +1-64.3 +/-63.3 +651-70 +/-61.8 +/-61 +l-60.2 +/-59,3 +65187 +65186.5 76 +851-70 +851-70 *651-70 a/-64.3 +/-63.5 a/-62.7 +65/-70 +/81.2 +/-80.4 +l-59.8 +66/89.3 +651.6&4 79 +651.70 +651-70 +851-70 +/-63.7 +/-62.9 +/-62.1 +/-60.6 +/-59.8 80 +651.70 +651-70 +651-70 +183.2 +/-62.4 +/-61.6 +/.60.8 +1-60 81 +651-7D +651-70 +651.8 +1-62.6 +/-61.8 +/-61 +/-60.2 +65/-70 +65/-70 +651-70 +651-69.5 +65/•68.6 82 +651.70 +651.70 +65/89.6 +/82.2 +/-61.3 +/-60.5 83 +651.70 +651.70 +65/-69.5 +/-61.7 +1.60.9 m 78 +651-70 +851-70 +851-70 +651.70 +651•70 +65189.7 84 +651-70 +651-70 +651.3 +1-61.3 65170 +851-70 +651-70 +65/-70 +65189.9 +65/89 +65188.2 +651-67.3 +65186.4 7W+651.70 +65/-70 +65/-70 +65/•70 +65/893 +65188.4 +65187.5 +65/88.6 +651-70 +651-70 +65/89.6+85/86.7 +65187.8 +65186.9 +651-70 +65/-70 +65189.1 +65/862 +65187.2 +651.70 +65/-10 MAX. JAMS SPACING IF • ANCHORING THROUGH THE FRAME PER MA%'O.C. SPACING IF ANCHORING SHEETS THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCMORS APPLIES TO (ANCHORS (SEE TABLE 2) (SEE TABLE 3) 72.67° 4" CLASS TYPES S. 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. 000 • • • • IF VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 16.11 DESIGN PRESSURE TABLES A "m J ROSOWSKI � � � � R OF AU 9296 • � • • • • 171 E HR40��Y DFJYE m 05/15/17 - JR - NO CHANGES THIS SHEET. • *OPYR4OnT © 2017 IF E, FL o2 5 • PET INDUSTRIES, INO o ALL RIGHTS RESERVED (941)-480-1600 d CA -5540 ,� NTS h 8 OF 11 12,21 MD -5540C.0 • • • • • • • • • • Window Design Pressure, (+/-psf) • sw�ara SeHn wge E Lxelt.. for cres ry B IW T CAP, AIRSPACE, 1/8" A, .090" PVB, 118' A Window • • • • Buck Width (In) • • • • • •• •• Dimensions 24 26 28 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.308 36 48 +651-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 60 +651-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65/•70 +65/-70 +65/-70 +651.70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 70 +651-70 +651-70 +651-70 +651-70 +BSI -70 +65/-70 +651-70 +651-70 +651-70 +85/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 71.593 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +851-70 +651.70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-69.6 +65/-69.2 +65/-68.7 +65188.6 72 +651-70 +651-70 +651-70 +65/-70 +BSI -70 +651-70 +651-70 +651-70 +651-70 +65/-70 +66/-70 +651-70 +65/89.7 +66/89.2 +85186.8 +85/88.3 73 +651-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-69.6 +65189.1 +65188.6 +65188.2 +65187.7 74 +651-70 +651-70 +65/-70 +651-70 +651.70 +651-70 +651-70 +651-70 +65189.8 +65189.2 +65188,6 +65188.1 +65/87.6 +65187.1 75 +851-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65189.1 +65188.4 +65/87.6 +65187 +65186.5 76 +651-70 +651-70 +651-70 +65/-70 +65/•70 +651-70 +851-70 +66/89.3 +651.6&4 +65187.6 +65186.7 +65186 77 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-69.5 +65/•68.6 +65187.8 +651.66.9 +65185.9 m 78 +651-70 +851-70 +851-70 +651.70 +651•70 +65189.7 +85/88.8 +65/•88 +65187.1 +85186.2 MAX. lAM80.C. SPACING IF ANCHORING THROUGH THE FRAME PER MAX. D.C. SPACING IF ANCHORING SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B, [ OR D ANCHORS APPLIESTO FANCHORS EET LE 2) (SEETABLE3) 65170 +851-70 +651-70 +65/-70 +65189.9 +65/89 +65188.2 +651-67.3 +65186.4 7W+651.70 +65/-70 +65/-70 +65/•70 +65/893 +65188.4 +65187.5 +65/88.6 +651-70 +651-70 +65/89.6+85/86.7 +65187.8 +65186.9 +651-70 +65/-70 +65189.1 +65/862 +65187.2 +651.70 +65/-10 +65188.8 +85/87.6 • • • • 79.57'••4" +851-70 *65/-70 +85188.1 • CLASS TYPES S. 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. 000 • • • • IF VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 16.11 DESIGN PRESSURE TABLES A "m J ROSOWSKI � � � � R OF AU 9296 • � • • • • 171 E HR40��Y DFJYE m 05/15/17 - JR - NO CHANGES THIS SHEET. • *OPYR4OnT © 2017 IF E, FL o2 5 • PET INDUSTRIES, INO o ALL RIGHTS RESERVED (941)-480-1600 d CA -5540 ,� NTS h 8 OF 11 12,21 MD -5540C.0 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT' RE VISED ;s ,plyin& with the Florida i3uildinBCode i-Of•14. A="- r-'. = "- No .. 'retlan OZe \'\ 111111111//// No. 58705 -v AOS . ST TE P '40RID%.. S70NAL EN \ "'011, 111111\ A. LYNN MILLER, P.E. P.E.# 58705 Window Dlmenslons Window Design Pressure, (+/- psf) Hssyy-alb I G`° this table Sana, Hrpe& for Gla.° % a 8 3118' A CAP, AIRSPACE, 1!8' A..090` PVB, 1/8' A 8 3116' T CAP, AIRSPACE, 1/8" A, .OBO' PVB, 1/8' A r�nfaeaaen Type .cc,_ 1 c,_tn I _ I —In I +n51_7n x S 79 +651-70 +851-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +551.70 +651-70 +651-70 +651-70 +651.70 +651-70 74 +651-70 +651-70 +65/-70 +651-70 +851-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +65/-70 +851-70 +65/-70 75 +65/-70 +651-70 +65/-70 +65/-70 +85/-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +85/-70 +65/-70 +65/-70 78 +85/-70 +851-70 +851-70 +65/-70 +65/-70 +6`.J-70 +85/-70 -65,40 +85/-70 +851.70 +851-70 +65/-70 +65/-70 +65/-70 77 +851-70 +851-70 +651-70 +65/-70 +651_70 +85✓ -70 +651-70 +85J-70 +65/-70 Window Design Pressure, (+l-psf) ANCHORING THROUGH THE FRAME PER Hmy-aay Sean, HinCe & ReW0m0Re°11 Use this ror Gbs T7Pa: 9, 10, 11 8 12 1/8' A CAP, AIRSPACE, 118' H, .090' SG, 1/8" H & 1/6' T CAP, AIRSPACE, 1/8' H, .090' SG, 1/8' H 3/16' A CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H & 3/16' T CAP, AIRSPACE, 118' H. .090" SG, 1/8" H 12.67 Window Buck Width (in) 118" A CAP, AIRSPACE, 3'16" A, .090" SG, 3'16" A & 1/8"T CAP, AIRSPACE, 3/16" A .090' SG, 3116- A sasn. Hnpe & f '.ni m9i iw mss Type Dimensions 24 26 28 30 32 34.005 35.705 36.621 38.085_jl 39.129 1 40 c 48 +70)-110 +70)-110 +70/-110 +70)-110 +70/-110 +70/-110 N0/-110 +70/-110 *70)-110 +70)-110 +70)-110 t +70)-110 Na -110 +70/-110 Na -110 +70/-110 +701-110 +70).110 +70/-110 +70)-11 +70/-110 +70)-110 72 +70)-110 +70)-110 +70/-110 +70)-110 +70)-110 +70)-110 +70).110 +70/-110 +70)-110 +70/x10 +70)-110 2 76 «70)-110 +701.110 +70/-110 +70)-110 +701-110 *lax 10 +70)-110 +70l-110 +701-110 +lax 10 +70)-110 m 84 .7a-110 +70)-110 +70/-110 +70)-110 +70)-110 +70/-110 +70)-110 +70/-110 +70)-110 +70).110 +70)-110 +7(V-110 72 +70)-110 +651.70 +BSI -70 +65/-70 +83/-70 +65/-70 78 +851-70 +BSI -70 +651-70 +651-70 +85/-70 +65I-70 +651-70 +851.70 +65/-70 +651.70 +651-70 +651-70 +65/-70 +85J-70 x S 79 +651-70 +851-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +551.70 +651-70 +651-70 +651-70 +651.70 +651-70 74 +651-70 +651-70 +65/-70 +651-70 +851-70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +65/-70 +851-70 +65/-70 75 +65/-70 +651-70 +65/-70 +65/-70 +85/-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +85/-70 +65/-70 +65/-70 78 +85/-70 +851-70 +851-70 +65/-70 +65/-70 +6`.J-70 +85/-70 -65,40 +85/-70 +851.70 +851-70 +65/-70 +65/-70 +65/-70 77 +851-70 +851-70 +651-70 +65/-70 +651_70 +85✓ -70 +651-70 +85J-70 +65/-70 MAX. JAMS D.C. SPACING IF Window Design Pressure, (+l-psf) ANCHORING THROUGH THE FRAME PER Hmy-aay Sean, HinCe & ReW0m0Re°11 Use this ror Gbs T7Pa: 9, 10, 11 8 12 1/8' A CAP, AIRSPACE, 118' H, .090' SG, 1/8" H & 1/6' T CAP, AIRSPACE, 1/8' H, .090' SG, 1/8' H 3/16' A CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H & 3/16' T CAP, AIRSPACE, 118' H. .090" SG, 1/8" H 12.67 Window Buck Width (in) 118" A CAP, AIRSPACE, 3'16" A, .090" SG, 3'16" A & 1/8"T CAP, AIRSPACE, 3/16" A .090' SG, 3116- A sasn. Hnpe & f '.ni m9i iw mss Type Dimensions 24 26 28 30 32 34.005 35.705 36.621 38.085_jl 39.129 1 40 c 48 +70)-110 +70)-110 +70/-110 +70)-110 +70/-110 +70/-110 N0/-110 +70/-110 *70)-110 +70)-110 +70)-110 t +70)-110 Na -110 +70/-110 Na -110 +70/-110 +701-110 +70).110 +70/-110 +70)-11 +70/-110 +70)-110 72 +70)-110 +70)-110 +70/-110 +70)-110 +70)-110 +70)-110 +70).110 +70/-110 +70)-110 +70/x10 +70)-110 2 76 «70)-110 +701.110 +70/-110 +70)-110 +701-110 *lax 10 +70)-110 +70l-110 +701-110 +lax 10 +70)-110 m 84 .7a-110 +70)-110 +70/-110 +70)-110 +70)-110 +70/-110 +70)-110 +70/-110 +70)-110 +70).110 +70)-110 MAX. JAMS D.C. SPACING IF MAX. O.C. SPACING IF ANCHORING ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS APPUES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67 4" MAX. JAMBO.C. SPACING IF ANCHORING THROWN THE FRAME PER SHEETS 3 & 4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 10.13" 'GLASS TYPES 9 THROUGH GLASS TYPES 5, 7, 9, 11, 13 18 MAY NOT BE USED WITH & 15 MAY NOT BE USED IN J -CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'. • FIN FRAMES • ••• • • • • Window Design Pressure(+l-psf) • • � t;n Useft`ii' tr 118" A CAP, AIRSPACE, 3'16" A, .090" SG, 3'16" A & 1/8"T CAP, AIRSPACE, 3/16" A .090' SG, 3116- A sasn. Hnpe & f '.ni m9i iw mss Type 158 13, 14, 18 3'16" A CAP, AIRSPACE, 3116" A, 090" SG, 116' A & 3'16" T CAP, AIRSPACE, 3116' A, 090" SG, 3116' A 00'1 ~x~¢_T_O Window • • • • • • • • • • Buck Widlh(in) •• • • • •• •• ••• Dimensions 34.005 34.414 1 34.834 35.284 35705 36.157 36.621 37.096 37.584 38.085 38.6 39.129 39 672 40 71.41 .70/410 +701-110 +70'-110 +701-110 +701-110 +701-110 +70-110 +70/-110 +70!-110 +70)-110 +70)-110 +706110 +701-110 +7(V-110 72 +70)-110 +701-110 +70).110 +70)-110 +70,-110 +701-110 +70)-110 +70)-110 +701.110 +70).110 +70)-110 +701-110 +701-110 73 +70)-110 +70)-110 +70-110 +70)-110 +701-110 +70)-110 +70)-110 +70/-110 +70/-110 +701x10 +7(Y-110 .701-110 EL Z 74 «70)-110 +701-110 +70'-110 +701-110 +70)-110 +701-110 +70-110 +701-110 +706110 +701-1.0) WO -010 • • • • 75 N0)-110 +701-110 .70'-110 +701-110 +70/-110 .701-110 +70-110 +701-110 +701-110 ° 76 +70/-110 +701-110 .70'-110 +701-110 +70)-110 +70l-110 +70-110 +70)-110 +701-110 • • • • • • • • • 77 +70)-110 +701-110 +7x-110 +70)-110 +701-110 +701-110 +70)-110 +70/-110 m = 78 .7D/-110 +701-110 +70'-110 +701-110 +701-110 +101-110 .70)-110 MAX. JAMB O.C. SPACING IF ANCHORING THRO WHTHE FRAME PER SHEE 3&4 ••• •• • • • • • • • • • Y " 79 +70/-110 +701-110 +70'-110 +701-110 +701-110 +701-110 m 80 +701-110 .701-110 NO' -110 +70).110 +701-110 81 +701-110 *701-110 +70'-110 +70)-110 • 82 +701-10 +701-110 +70'-110 • • APP!IES TO B, ICOR D ANCHORS • • ( E �) • • • • • 83 +70)-110 +101-110 • • • IO.B8"• • • 84 +70/-110 • ••• • • • • ••• • • � t;n nag p 00'1 ~x~¢_T_O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES. s 1)BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT ° AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT kF.VISED complying with the Fkrtda Building Cute A�reptanee No 1-1'014• EzPiteticm D�;,�QO m 05/15/17 - JR - NO CHANGES THIS SHEET. Y m ll! � t;n nag p 00'1 ~x~¢_T_O CILLO oz ,u°O Z m TZO :r LLi O U d ou °N F Z < Q 9M0 a>", z CO O Z W LL Oo Z m Q F- O rn UJ 7aaH5 ® z U)i vl Ii- z O U EL Z w O � Z ul U > o ap/1 �aso0 sgi°g 1`11111111 ,,y 1 p1Y WYNiy L10ENgF * No.58705 S��NAL`•` 11111111/ A. LYNN MILLER, P.E. P.E.# 58705 EXTE ATTACHED - FRAME JAI ATTACH I TO VEI SIDE R/ FRAME V LK I ICTAL WEga o g aa 62 OR60 LAME SILL ATTACHED TO FRAME JAMB FRAME NOTES: LOCKJAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. 2) INTEGRAL FIN FRAME SHOWN, PART #1, OTHER FRAME TYPES APPLY, r� 62 60 HORIZONTAL HARDWARE SECTION I FRAME SILL •• ••• • • • • • •• • •• • • • • ••• • •• ••• • F1 •F - VERTICAL HARDWARE • •. �• • • HINGEJAMB:ER .OFAUT 319296• • • • • 1CAPTECHNOLPOGY DFWV • YOPYRiGMT RJ 2017 •, , • • PIST INDU•TRIES, INC. 4. VtWI•"E, FL* 3a 5 • ALL RIGHTS RESERVED (941)-480-1600 ••• 60 SHOWN ATTACHED TO • • FRAMEJAMB • ATTACHED TO FRAMEJAMS ATTACHED TO — VENT SIDE RAIL 26 EXTERIOR ATTACHED TO - FRAME JAMB • • LAME SILL ATTACHED TO FRAME JAMB FRAME NOTES: LOCKJAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. 2) INTEGRAL FIN FRAME SHOWN, PART #1, OTHER FRAME TYPES APPLY, r� 62 60 HORIZONTAL HARDWARE SECTION I FRAME SILL •• ••• • • • • • •• • •• • • • • ••• • •• ••• • F1 •F - VERTICAL HARDWARE • •. �• • • HINGEJAMB:ER .OFAUT 319296• • • • • 1CAPTECHNOLPOGY DFWV • YOPYRiGMT RJ 2017 •, , • • PIST INDU•TRIES, INC. 4. VtWI•"E, FL* 3a 5 • ALL RIGHTS RESERVED (941)-480-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.61 -+{ n 2.615" --�{ 2.583' J 2.583' I BOTTOM RAIL Jj— .075" .075' .340" .807" �- �6 J HD VENT RAIL O STANDARD VENT RAIL � 1.168' 1.168" 1.522" .075" HDVENT I �5 57 11 D VENT REIN ORCEMENT 10 REINFORCEMENT ENT 316" .301" I 1 .7T54" .035" PRODUCT REVISED . cnnplpng with the Florida s�.ldm$c� 1-Of14.16 ACG:punce No F-rp-k- DNe `UY 080 EXTRUDED \1\\1 II III/ll SCREEN FRAME VINYL CASEMENT WINDOW NOA (LM) BOM & ASSEMBLY A 0 9/9/14 is No. 58705 3 J ROSOWSKI � SAE F/ �• (V�: 05/15/17 - JR - NO CHANGES THIS SHEET. SS/ONAI_ ENG I" 111111\1 00 CA -5540 8 NTS z 10 OF 11 o z MD -5540C.0 6 B A LYNN MILLER, P.E. PE 58705 ABLE # Part Descri don Material 1 8 125 Jchannei Frame PVC 2 620126 Flange Frame PVC 3 620127 Integral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 5 620130 Standard Vent Reil PVC 6 620173 HD Vent Rail PVC 10 620163 Standard Vent ReinbrcemeM (Full Length) Alum. 6005-75 11 820164 HD Vent Reinforcement (Full Length) Alum. 8005-T5 15 M247 Weatherstrip. 65 +/-1 dura. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 •ries with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 MultN.ock Keeper C Steel 25 71024M1562PPFX #10.24 x 9/16" Phl. PH Machine Screw SS 26 7BX34PPTX410 #8 x 314' Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2" PN. FH Tek SS 28 20249/50 Dyed Operator (narrow gent < or = to 24"1 UR C Steel 29 20249)e50X Dyad O rator narrow vent < or = to 24"). L/R SS -20261/52 Duel Arm Operator (wide vend >24"), LIR C Steel 31 20251X152X Dual Arm Operator voids vent >24"), L/R SS 32 7033 Dual Arm Operator Track SS 33 20241/42 HD Dual Ann Operator, UR C Steel 34 20241X/42X HD Dual Arm Operator, UR SS 35 20244 HD Operator Track SS 36 7031 Operator Backing Plate C Steel 3720253 Operator Cover 38 7030 Operator Gasket White Neo ren. 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T -Handle unbtum C Steel 42 78X12PPMSX #632 x 1/2' PN. PH Machine Screw SS 43 78S34PFAX #8 x 314' Phi. FH SS 44 78XIPSDX #8 x 1" Phi. FH Tek SS 45 7MC7032LWRH Stud Bracket, UR C Steel 46 7MC7032LHX/RHX Stud Brscket,UR SS 20243 HD Stud Bracket, rwn-handed C Steel 20243X HD Stud Bracket rwn-handed SS 73337LFURH Egress Hinge, UR C Steel 73337LFWRHX E ress Hinge, UR SS r47 73338LFURH Washable Hinge, UR C Steel 73336LHY/RHX Washable Hin s, UR SS 20245/6 HD Washable Hi e, UR C Steel 20245X/6X HD Washable Hi e, UR SS 720247/8 HD Washable Hinge Track, UR C Steel 56 720247X18X HD Washable Hinge Track, UR SS 57 78X34FPAX #8 x 3/4" Phi. FH wl #7 Head SS 58 1 731877 Operator Slide Plastic 60 73346 Snubber C Steel 62 720256 HD Snubber Die-cast Zinc 63 7SX12PPSMSX #8 x 1/2' Phi. PH SS 64 20187 Anchor Hob Plug PVC 72 720135 Lemi IG Glazing Bead PVC 74 Baekbedding, GE T700 or Dow 791 Silicone 78 71646N Setting Block /8" x 1' x 1/8' 85 +/- 5 duro. EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61635124 .140' Screen S no MachinatHand Rolled 9D620160A Frame Assembly Tube Alum. 6005 -TS 91 620177 Shallow, Flush Cap PVC 92 1 620178 IDeep. Flush Cap PVC 93 1 620132 jFrame Assambly Tube End Cap I PVC EXTERIOR MITERED FRAME & VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS 0 CO -EXTRUDED NEATHERSTRIP 2,880" p�D ��--••.��075' Jl�❑ 1.375" .219" 0^ J -CHANNEL FRAME 3.500" 0 -EXTRUDED jl�j NEATHERSTRIP 2.880" �D075" I 1.375' JINTEGRAL FIN FRAME 80 VENT ASSEMBLY 87) DETAIL SCREEN ASSEMBLY 7z DETAIL NOTES: \ 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 6 2) J -CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY, 1 3) ITEMS # 7-9, 12-14, 16-19, 59, 61, 65-71, 73, 75-77,79,81-83,88,89 & 94-99 AjZF NOZ �S� D • • • • • • • AND ARE NOT PART OF THIS•A O L. • • • • • • • • 4) ENERGI PVC TO BE LABELE4FOR AAy!` • • • • • • • • EXTRUDERCODE. • • • • • • ••• • • may®••• • • • • :Et2- OF AUTIJ. 1129298• • • • • #076 T@CHNOLOGY DRI% • COPYWGHT®2017 �' `�-.,I�E, FL!,V275 • I•GT INDIa6TR1ES, INC. `1�! ALL RIGHTS RESERVED (941)-480-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME ASSEMBLY DETAIL VINYL CASEMENT WINDOW NOA (LM) BOM & ASSEMBLY B 3.500" CO-EXT DED 1EATHER TRIP JEATHERSTRIP 2.880" .075"I .219" J OFLANGE FRAME 3.500" - on CO -EXTRUDED 2.880" .075" 219" — 04 EQUAL LEGBOX FRAME PRODUCT REVISED as e"amptyiog with the Fkvids Buiid.8 Code A-epi—m He 1 -ore%4. tt,V LY/v ?O F,6'919/14 = * : No. 58705 * '* _ J ROSOWSKI = Ct 4 ' 6��/` I z _ O� . STATE O r ZZ/ i Cis -'•Ft OR1OP.-•'G\'C�� 05/15/17 - JR - NO CHANGES THIS SHEET. I AL I�N`\\\` CA -5540 , NTS J�j< 11 OF 11 � i MD -5540C.0 � z° B A. LVP E "'58LF5 P.E. MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786'1315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply Vith t, e Flor f da Ottilding• ..... rr.Ao th- il:_t, %olr,n:1-ar 1J--:-- - ' --- • • • • Series "FD -5555" Outswin2 PVC French Door w/ & w/o Sideliteadd TransAm :� M.I. • • • • PROVAL DOCUMENT: awing No. - 55.1, tit e "TinyFrench Door ;$ ' T TT , eets I; • ... through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by >i 9VfJcturer'$jgQ& and..... sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product ContiQl*Revision stamp with••:•.' the Notice of Acceptance number and expiration date by the Miami -Dade County Ptoaltot Control' +tection. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoi *et },'state, • series, and following statement: "Miami -Dade County Product Control Approved1,•i*nlees othemvise noted:' •' •: herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0126.04 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAmMAQE COUNTY16 NOA No. 17-0504.05 �1 • • E j � ) Expiration Da anuary , /i� e: Approval Date: December 14, 2017 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD -555.1, titled "Vinyl French Door and SLT/TR", sheets I through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5�70/F•1)- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, sirmed•and *'4jed,by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'....' '...." 2) Uniform Static Air Pressure Test, Loading pe FBC, TAS -342-94 3) Water Resistance Test, per FBC, TAS 202-94 • • 00:0 4) Forced Entry Test, per FBC 2411.3.2.1, anSrAg-202-94 `• 5) Large Missile Impact Test per FBC, TAS 261-94, • • • • " 6) Cyclic Wind Pressure Loading per FBC, TAS -103-94 .. . along with marked -up drawings and installation diagram of a Series FD -55557P5- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) Manuel , P.E. Product Contr 1 Ex finer NOA No: 17- 504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CON EWED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• : • 0 0: • 6600:6 2) Uniform Static Air Pressure Test, Loading pe,F$C TA.S 20.2-94 3) Water Resistance Test, per FBC, TAS 202-940000 : 0000 0000:0 along with marked -up drawings and installation diagram oP te;*fC fixed •window•, • • ; prepared by Fenestration Testing Laboratory, Inc., Test Repoq No** FTL.7M date$ 0000 0000 0000. 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. • • • • • 0. 0; 0 • (Submitted under NOA No. 13-0815.03) ' •• •• 0000 •.Y.11. 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading VepfftC, TAS 202-94 •00 2) Large Missile Impact Test per FBC, TAS 201-94' :0.0% 00'•00 3) Cyclic Wind Pressure Loading per FBC, TAS e-AAVt-94 00 0 • • • • along with marked -up drawings and installation diagram of a Rigid'.P.YV fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NDA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC stn Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NDA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel Perez E. Product Control Ex mine NOA No. 17- 0S Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear,-Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NO.4 No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVA Exterioi Extrusions• • • • • for Windows and Doors", dated 11/06/14, expiring on 09/30/14' .. • • (Submitted under NOA 1V6. 15-0409.03) • • • • • • • • • • • • • • 5. Notice of Acceptance No. 13-1121.01 issued to Vision ExtrIUM6119 Limited• for theme,,,: series "VE 2000 Tan 202 and lighter shades (Non—Whitej;�'gid Ceffulaf- PVC Exterior Extrusions for Windows and Doors" dated 01/23/"."piring orl D�J23/11.0 ••:0 0 (Submitted under NDA No. 15-0409.03) 000000 0.06 000000 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrt[st4dS Limited for their series "White Rigid Cellular PVC Exterior Extrusions fog Wiridows:and Doors""' • • dated 01/23/14, expiring on 01/23/19. 0000. 00 :0.00: (Submitted under NDA No. 15-0409.03) ' 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. -ftz-°F, ASTM F 1249 VVVTR-Pass, ASTM D3985 Oxygen—Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr. -ft' -°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20'F in 48 hrs. (Submitted under NOA No. 13-0815.03) Manuel ere , P.E. Product Contr 1 Ex iner NOA N . - 504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX -1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6t1 Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371•, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, inc .dated 0t23/13 ands • • • 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. • • ; • • • • • (Submitted under NOA No. 13-0815.03) """ " • • • • • • .... .... . . G. OTHERS • .... .... ..... 1. Notice of Acceptance No. 16-0126:04, issued to PGT Industrit� - c. for t� ek-Seriews. %.' "FD -5555" Outswing PVC French Door w/ & w/o Sidelite and TrMsM - L.".?.` -approved• • •; • on 05/05/16 and expiring on 01/23/19.�•"" '00 . . . . . ...... Manuel PeUam�* . Product Control Er NOA No. 17-0504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-4 SERIES FD -5555, IMPACT -RESISTANT VINYL REINFORCED, OUTSWING FRENCH DOOR & SIDELITUTRANSOM (SLT/TR) 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. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD SUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 114" SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 9) 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 (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. O R VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE DESIGN_PRESSURE_ RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 4 & 5 MISSILE IMPACT RESISTANCE 12)REFERENCES: TEST REPORTS: FTL-7339, 7371, 8715, 8716 & 8717 NONS: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA • • • • • :"ANN" �ANNE•LED • • • • MIN. Urs INML/W 6C TUNU I M UMC I HL D 1rwi1. Type # Description Where Used: MIn. Edge Min. Group Anchor Substrate Distance Embedment 1-3/15 Lami. IG (1/8" T- 9/16' Air- 3/16' ANN -.090- SG - 3/16" ANN) Sidelite/Transom Ungrouted CMU, (ASTM C-90) 1" 1-114" A 3116" Elco UHracon Ungrouted CMU, (ASTM C-90) 2-1/7' 1-1/4" 16 ksi 7 P.T. Southern Pine (SG=0.55) 112" 1-3/8" Gr. 33 Stcel Stud #10 Steel SMS (G5) Aluminum, 6063-T5• 5716" 0.063" #10 410 S.S. SMS Steel, A36• 5116" 0.063" L) LLJZ a #10 18-8 S.S. SMS Steel Stud, A653 Gr. 33• 5716" 0.063" B P.T. Southern Pine (SG=0.55) 1/2' 1-3/8" 3116" Elco Ultracon Grouted CMU, (ASTM C-90) 2-1/2' 2-1/4" C Concrete (min. 2.85 ksi) 1" 1-378" 1/4" Elco Ultmon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" O P.T. Southern Pine (SG=0.55) 9116" 1-3/8" #12 Steel SMS Aluminum, 6063-T5' 318" 0.071" F- IMS) #121 S.S. SMS Steel, A36" 318" 0.071" #12 18$ S.S. SMS Steel Stud, A653 Gr. 33• 3/8" 0.071" (14 Ga) O 0 o U. P.T. Southern Pine (SG=0.55) 1" 1-318" 51 114" Elco Ultracon Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" C O Concrete (min. 2.85 ksi) 1" 1-3/8" LL Concrete (min. 3.35 ksi) 1" 1.3/4" 1/4" Elco 410 S.S. CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/7' 1-1/4' P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" Elco 18-8 S.S. Aggre-Gator Concrete (min. 3.27 ksi) 1-1/2" 1-3/8" 1/4' Elco Ultracon Concrete (min. 2.85 ksi) 2-1/7' 1-3/8" D 12)REFERENCES: TEST REPORTS: FTL-7339, 7371, 8715, 8716 & 8717 NONS: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA • • • • • :"ANN" �ANNE•LED • • • • MIN. Urs INML/W 6C TUNU I M UMC I HL D 1rwi1. Type # Description Where Used: 1 1-3/16" Lami. IG (1/8T- 11/16' Air- 118" ANN -.090" PVB - 1/8" ANN) Door 2 1-3/16' Lami. IG (3116"T - 518" Air - 1/8' ANN - .09(" PVB - 1/8" ANN) Door 3 1-3/15 Lami. IG (1/8" T- 9/16' Air- 3/16' ANN -.090- SG - 3/16" ANN) Sidelite/Transom 4 1-3/15 Lami. IG (3116"T - 112" Air - 3/16' ANN - .090" SG - 3/16" ANN) Sidelite/Transom 5 1-3/15 Lami. IG (1/8' T - 9/16' Air- 3/16' ANN -.090' PVB -3/16' ANN) Sidelite/Transom 8 1-3/15 Lami. IG (3/18" T - 1/2' Air -3/16' ANN - .090' PVBSid,lite/Transom 16 ksi 7 7/16' Lami. (3118' ANN - .090' PVB -3/18" ANN) Door/SidelitafTransom 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. Material Min. FT Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco AggreGator& 57 ksi 98 ksi Elco UkraCon® 155 ksi 177 ksi 410 SS Elco CreteHexe 127.4 ksi 1897 ksi 60834S Alumim. 16 ksi 22 ksi A38 Steel 36 ksi 58 ksi Gr. 33 Stcel Stud 33 ksi as ksi GUIDE TO SHEETS: ADDED SPACER DWGS., GENERAL NOTES ............ 1 ELEVATIONS ................................... 2 GLAZING DETAILS .......................... 3 DESIGN PRESSURES... .................. 4-5 ANCHORS ................................... _... 4-6 INSTALLATION ................................ 7-9 EXTRUSION PROFILES .................. 10 PARTS LIST ..................................... 11.12 CORNER DETAILS ......................... 11 HARDWARE DETAILS ..................... 12 • • • • is "S � 2190: E : RY5 &:6 IN1E eLA ER BY KURARAY AMERICA, INCINTERLAYER BY KURARAY AMERICA, . • • • • • SEEGIOEET 3FOR SFAC&R 1W4PRMATION. CODES I STANDARDS USED: ADDED SPACER DWGS., •2017 FLIJ2IDA L1.p�ING C E (FBC), TH EDITION •2014 17,601149 I LC G E (FBC EDITI� • • • ,ATli •ASTMIf13W-09 • 900 • •ANSI/AFRPA NDS02015 6ORdNC0PD COtJ:TRI jCTlpt� • • •ALUMMUMDESIMMMANUAL, AMM -3015• • • • • �AISI 5101-12 • • • ! • *AISC 360-10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED av ._glyinp with the Fkvlb B�ddmg Cak ^� Acceptaece No 05 V F,ry;Iration W ? `l. I n 1 o C) UPDATED TO FBC 2017, ADDED SPACER DWGS., REVISED #22 - JR - 04/10/17 U UJ i > _ as to 7 > } I` i w a7�11 O O 0 U `0 c'1 a N J o O W p ou ZLLLLi U ®� e L) LLJZ a m mo.o DMa c LULU ~ J $ Z T U C O Q LL O D: O 1aa45 W i = F- Z Z O Q Z aloo5 O 0 o U. J n w 51 W to O Z W O > (D LL aply ��sao savag \1_ Irl/�/� LYNIyM''%,� 9T TE g / ILLI` '•.'cL ORIOP.•'• \2� ' FS �! �''•,S'1ONAL A. LYNN MILLER, P.E. P.E.# 58705 37-9116" 38-3/4" WIDTH �B ( MAX.) Md MAX.SL" HE X. SLAB (ALL HEIGHT CONFIGS.) TYP. DOOR SLAB X DETAIL HEET # 40" 76" MAX. �� MAX. -� 1" MULL (X2) 111 MA: HEIG OR WI EXAMPLE CONFIGURATIONS 40' { 76' MAX. � TMyp S" M MULL L) W > v \ \ \ uLit-1 N Y LE=7± 111 MA: HEIG OR WI EXAMPLE CONFIGURATIONS 40' { 76' MAX. � TMyp S" M MULL OIX (SHOWN) OR (SHOWN) OR X1O {WIDE STILES AND WIDE RAILS XX SHOWN ON SIDELITES) 30.8 FT' MAX. 30.8 FT' MAX. SEE SIZE RANGES FROM SEE SIZE RANGES FROM TABLE 8 & 9• SHEET 5 TABLE 8 & 9, SHEET 5 111' MAX. HEIGHT OR WIDTH +{I 40" 3&-31'4" -1p MAX 1"MULL --- 1"MULL L) W > v \ \ \ OIX (SHOWN) OR (SHOWN) OR X1O {WIDE STILES AND WIDE RAILS XX SHOWN ON SIDELITES) 30.8 FT' MAX. 30.8 FT' MAX. SEE SIZE RANGES FROM SEE SIZE RANGES FROM TABLE 8 & 9• SHEET 5 TABLE 8 & 9, SHEET 5 111' MAX. HEIGHT OR WIDTH +{I 40" 3&-31'4" -1p MAX 1"MULL --- 1"MULL Oixio (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES) 40" MAX. 38-3/4' HORIZONTAL MAX MULLION LENGTH I-II 1 40" MAX. TYP. -�- 1' MULL 96" MAX. VERTICAL MULLION LENGTH DIXX D SINGLE O SINCtLE•(S • • • ��(M�IEIUM OF 2OF 2 (WIDE STILES AND WIDE W� IDE STILES AND WIDE NARR S ANO 1.4RROM�1 • • YIU�LEO SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHO _ON S�L11TLIS) • • • VA�STILESAND NARROW • • • SS CO;N ITES) NOTES: •• ••• •• • � 11 SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. • • • • • ♦ • • • • • • 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT7TR OR MULLED ASSEMBLY. • • • • • • • • 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWING -?AS• • • • • • • • • A REFERENCE FOR SIZE LIMITATIONS. • • • • • • • • • • i • • • • • • • o • • ••• • • • ••• • • O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) I. 1"MULL O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) m C) NO CHANGES THIS SHEET JR - 04/10/17 L) W > v \ Oixio (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES) 40" MAX. 38-3/4' HORIZONTAL MAX MULLION LENGTH I-II 1 40" MAX. TYP. -�- 1' MULL 96" MAX. VERTICAL MULLION LENGTH DIXX D SINGLE O SINCtLE•(S • • • ��(M�IEIUM OF 2OF 2 (WIDE STILES AND WIDE W� IDE STILES AND WIDE NARR S ANO 1.4RROM�1 • • YIU�LEO SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHO _ON S�L11TLIS) • • • VA�STILESAND NARROW • • • SS CO;N ITES) NOTES: •• ••• •• • � 11 SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. • • • • • ♦ • • • • • • 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT7TR OR MULLED ASSEMBLY. • • • • • • • • 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWING -?AS• • • • • • • • • A REFERENCE FOR SIZE LIMITATIONS. • • • • • • • • • • i • • • • • • • o • • ••• • • • ••• • • O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) I. 1"MULL O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) m C) NO CHANGES THIS SHEET JR - 04/10/17 * : No. 587D5 Z) is �/'ONAL 10NG`�� A. LYNN MILLER, P.E. P.E.# 58705 L) W > v as N Y O J p aF w O Z LL Oc0 bo L) 0 Z a � d'ON � SMO W V a J Z Z Q of Q LL O N 8 ® O 1°ays • j 0 2 Z LL Z O !- Z a W U ajOJs O W N LL a Ir U Y _Z uui p alll sap s uas * : No. 587D5 Z) is �/'ONAL 10NG`�� A. LYNN MILLER, P.E. P.E.# 58705 GLAZING DETAILS 1-3/16' NOM. 1-3/16" NOM. �{ �..�, 1-3/16" NOM. GLASS STACK I GLASS STAKED GLASS STACK --I GLAASS MINSTAATED GLASS STACK GLASS STIACKED I- � - 118" ANNEALED GLASS alb' ANNEALED GLASS -3/18" ANNEALED GLASS 11116" AIRSPACE5/8" AIRSPACE 9116' AIRSPACE .090" SG STRUCTURAL - .090' PVB .090" PVB POLYISOBUTYLENE 1/8' TEMPERED GLASS,,.1�ALED CUSS 1/8" ANNEALED GLASS - 33116'EALED GLASS WITH DESICCANT 3/16" TEMPERED GLASS- 1L 1/8' TEMPERED GLASS G_< 6' EXTERIOR 14 11/16' aEX R A�5 EXTERIOR k:G�BITE a GLASS BITE �\ O GLASS BITE / OM. l KODISPACE A C!_ TDC ASS • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ai comtj 'ingwith do Flon" Building Cu3E 1csr fl!a�uE Expi lirm DffiE BV Y1iet .� u�t C)ADDED SPACER DRAWINGS - 'm JR - 04/10/17 W m U K L0 Y } o' rc alo0 0 N U 04?y h -1 a y 0 O O LL cD Z co L) W v �e W Z _ ¢ moi0oN OW F u JMO I,- > v cli �Z rn V1 Z O Q co O � H i =Q Z 7 Z W Q LU O LL 0 Z Lo f } ID Z � p > C7 1L Gill, sap s uag VCENgF •••�� No. 58705 Oma'. STATE OF A. LYNN MILLER, P.E. P.E.# 58705 GLASS TYPE 3 HOT -MELT BUM GLASS TYPE 1 GLASS TYPE 2 STRUCTURAL USED IN DOOR ONLY USED IN DOOR ONLYJ TYP. WIDE FRAME GLAZING SILICONE DETAIL, NARROW FRAME SIMILAR FOAM �- 3/16" NOM. WITH 1-3/16" NOM. _ GLASS STACK7116" - 1-3/16" NOM. 1-3/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 7/16" LAMINATED DESICCANT EXT. GLASS- SUPER LAMINATED GLASS STACK �•,.� GLASS STACK GLASS STACK SPACER@ -3/16" ANNEALED GLASS X3/16" ANNEALED GLASS -3116' ANNEALED CLASS NX7TM 112'AIRSPACE ,.090 SG. 9/16'AIRSPACE 090"PVB 1/2"AIRSPACE /.OgO"PVB ti 1/8' TEMPERED GLASS INT. GLASS 3/16" TEMPERED GLASS 3116" AN EALED GLASS 3/16' ATEALED GLASS - 3/16" AN EALED GLASS 3116" TEMPERED GLASS EXTERIOR 044)- 11/16" EXTERIOR 14TE EXTEw,x /;LGLASS BITE (-\ GLASS BITE J ALUMINUM /-REINFORCEMENT 37 38 3B 40 38 39 40 42 I', 5/16" NOM. 41 \_ BUTYL& DESICCANT ` 4� /GLASS GLASS TYPE 4 GLASS TYPE 5 TYPE 6 DURASEALO TYP. NARROW FRAME GLAZING TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING �T. GLASSY 0 SPACER DETAIL, WIDE FRAME SIMILAR. DETAIL, WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR 7/16" LAMINATED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. GLASS STACK "SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. INT. GLASS -3116" ANNEALED GLASS -.090" PVB -- 3- 3/16" ANJ4EALED GLASS • • • • • • • • • • • • POLYISO-tINT ANT FILL AREA • • • • • • • • • • B�SENE - 5/16" NOM. 27 11/16" • • • • • • • • • • • • • ILICONE SEAL [2 GLASS BITE • • • • • • • • • • • ROLL -FORMED • • • • • • • • • • STAINLESS STEE " EXTERIOR 42 XL EDGE �� EXT. GLASS SPACER qp 46 �- • • • • • • 900 • • • GLASS TYPE 7 • • • i•• • • •• • • • • • • • • USED IN DOOR, (SHOWN) & SIDELITERRANSOM • • • • • • • • • • � • REFERENCE TEST REPORTS: FTL-8317, 8968 & 89IU • • • -GLASS • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ai comtj 'ingwith do Flon" Building Cu3E 1csr fl!a�uE Expi lirm DffiE BV Y1iet .� u�t C)ADDED SPACER DRAWINGS - 'm JR - 04/10/17 W m U K L0 Y } o' rc alo0 0 N U 04?y h -1 a y 0 O O LL cD Z co L) W v �e W Z _ ¢ moi0oN OW F u JMO I,- > v cli �Z rn V1 Z O Q co O � H i =Q Z 7 Z W Q LU O LL 0 Z Lo f } ID Z � p > C7 1L Gill, sap s uag VCENgF •••�� No. 58705 Oma'. STATE OF A. LYNN MILLER, P.E. P.E.# 58705 SINGLE DOOR INSTALLATION W 4' MAX. I9 Width (in) 4" M 48 60 1 ku-^76 L40Door m ❑ 1do � 9-1/2" MAX. r 1" MULLION• • sial • TRANSQM 9"MAX. -1f2" MAX 96 4 5 4 6 4 6 5 4 • 11 HORIZOFiAL • -� _r CENTERED BETWEEN MAX. / CENTERED HINGESSEE i / APPLICATIOM • B HINGES 1 B -1f2" ALWAYAPQUIRP • • L--- -7 SEE! NOTE t i MAX / TWO(2)ANCHORS DOOR OR 12" O.C. NOTE 1 j CENTERED \ SIDELITE MAX- @ LOCK CENTERED BETWEEN BETEEN NGES MULLION END. Z a HINGES O 40" MAX. MULLION LENGTH IN HORIZONTALAPPLjCAT1ONS. • • TRANSOMS WIDER THAN 40" WILL REQUIRE ADD IQR F7AL • • A STRUCTURE OR DADE-APPROVED MULLION EN • OU � TRANSOM AND DOOR/SIDELITE. 1 10-112" L- 9" MAX. 10.112" L MAX. =i 4 MAX. DOUBLE DOOR INSTALLATION ASTRAGAL — CLUSTER 4" O.C. MIN., SEE TABLE 4, THIS SHEET, FOR QUANTITY SEE TABLE 1, SHEET 1 FOR TYPE i I SEE NOTE 1 -1 J ANCHOR REQUIREMENTS TANCHOR REQUIREMENTS SAM D IER'SSR--�- XX (USING ASTRAGAL) TABLE 4: T X & XX Door. Design Pnaaura ass Type '11+ - 0.0 P less Types 2 8 7 XX Door. Astragal Cluster Anchors Required Head d Sill Width (in) 48 60 1 ku-^76 L40Door m ❑ 1do � ab P`2`e e��2 1" MULLION• • sial • TRANSQM Y � 4 4 4 5 4 -5—F-4 4 96 4 5 4 6 4 6 5 4 TRANSOM -TO -DOOR (X/O)OR TRANSOM-TO-SIDELITE (O/O) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES 8 TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: HORIZONTAL MULLION DESIGN PRESSURE +/•7Q0 PSF SIDELITE-TO-SIDELITE MULLION INSTALLATION 00 -- -� SEE MULLION CLUSTER DETAIL BELOW i I i SIDELTFE SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) SEE MULLION CLUSTER DETAIL BELOW SAME AS HEAD MAX. 6" 1" MULLION 4" O.C. MIN. / 6"6w, 4` O.C. MIN. SEE TABLE 6, ffSIDEQUANTrTY.SEE THIS SHEET, FORANCHOR SIDE- ��LITE TABLE 1, SHEET 1 FOR TYPE AX. ON H IN CAL TIONS SAME AS HEAD MAX. \ 6" \ "" MULLION AX 4" O.C. MIN.! 4"—I-1 4" O.C. MIN. SEE TABLE 6, ! --- r THIS SHEET, � SIDE- DODR FOR ANCHOR �� LITE QUANTITY, SEE �� TABLE 1, SHEET 1 FOR TYPE TABLE Anchors Required for a Vertical Mullion (each mullion and) Door or Sldelaertranaom Width On) 12 24 �40 F�! m Oin ee <a DD u<em U� ❑e <` Door WA 2 1 2 2 1 3 1 2 1 WA WA WA SLTfTRI 9U 1 1 2 1 1 1 2 2 73 1 2 1 1 3 2 1 Door WA 2 1 3 2 1 3 3 2 WA WA WA SLTf1R t 2 1 3 2 1 3 3 2 3 3 2 FOR "OIXXIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THEFRAME WIDTH OF THE DOUBLEDOOR WHEN USING THIS TABLE. • S U Tb S: D1.39 ••••lwi- i•HI ELHEIGHTS TO ALWAYS BE ANCHORED WFTH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR •4LL•APFWO1*D. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH RHINGE LdDCAJIOOM UR #10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2?MR A 1•ULLEYUNV, D*-WRMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "XIO' CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY, NOTES: 1)• ) SINGLE -DOOR MAYBElEF*WWIGHT-HANDED. ULLD N SHOWN AR!STANDARD1' FRENCHDOOR MULLIONSUL C�j IGU IONSWOT SHOWN MAY BE OSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THi L(T COMP NEZIT DPf TO BE THE OVERALL ASSEMBLY DP. 4) DREN W DOOR M 41 N IS NTITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 51 NARROW OR WIDE STILES A D RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ••• • • • • ••• • • • • • • • • • • is • • •• •• 0.0 • • •• •• ••• • • • ••• • • PRODUCT REVISW . —Plying Wkb &A Fklsi111e 13ueldmg Codc Aceepnorce No 17. 60 a��q C) NO CHANGES THIS SHEET JR - 04/10/17 W - = ab 1" MULLION• • sial • TRANSQM Y � `� / 6' • 11 HORIZOFiAL • -� — 1 ! MAX. MULLION • • • ! APPLICATIOM • 1 B -1f2" ALWAYAPQUIRP • • L--- -7 — MAX / TWO(2)ANCHORS DOOR OR _ F �� (TYPE A -D) AT EACH SIDELITE fn --, _ MULLION END. Z a O 40" MAX. MULLION LENGTH IN HORIZONTALAPPLjCAT1ONS. • • TRANSOMS WIDER THAN 40" WILL REQUIRE ADD IQR F7AL • • STRUCTURE OR DADE-APPROVED MULLION EN • OU � TRANSOM AND DOOR/SIDELITE. AX. ON H IN CAL TIONS SAME AS HEAD MAX. \ 6" \ "" MULLION AX 4" O.C. MIN.! 4"—I-1 4" O.C. MIN. SEE TABLE 6, ! --- r THIS SHEET, � SIDE- DODR FOR ANCHOR �� LITE QUANTITY, SEE �� TABLE 1, SHEET 1 FOR TYPE TABLE Anchors Required for a Vertical Mullion (each mullion and) Door or Sldelaertranaom Width On) 12 24 �40 F�! m Oin ee <a DD u<em U� ❑e <` Door WA 2 1 2 2 1 3 1 2 1 WA WA WA SLTfTRI 9U 1 1 2 1 1 1 2 2 73 1 2 1 1 3 2 1 Door WA 2 1 3 2 1 3 3 2 WA WA WA SLTf1R t 2 1 3 2 1 3 3 2 3 3 2 FOR "OIXXIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THEFRAME WIDTH OF THE DOUBLEDOOR WHEN USING THIS TABLE. • S U Tb S: D1.39 ••••lwi- i•HI ELHEIGHTS TO ALWAYS BE ANCHORED WFTH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR •4LL•APFWO1*D. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH RHINGE LdDCAJIOOM UR #10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2?MR A 1•ULLEYUNV, D*-WRMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "XIO' CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY, NOTES: 1)• ) SINGLE -DOOR MAYBElEF*WWIGHT-HANDED. ULLD N SHOWN AR!STANDARD1' FRENCHDOOR MULLIONSUL C�j IGU IONSWOT SHOWN MAY BE OSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THi L(T COMP NEZIT DPf TO BE THE OVERALL ASSEMBLY DP. 4) DREN W DOOR M 41 N IS NTITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 51 NARROW OR WIDE STILES A D RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ••• • • • • ••• • • • • • • • • • • is • • •• •• 0.0 • • •• •• ••• • • • ••• • • PRODUCT REVISW . —Plying Wkb &A Fklsi111e 13ueldmg Codc Aceepnorce No 17. 60 a��q C) NO CHANGES THIS SHEET JR - 04/10/17 tlllllllll///, rENS', _ * : N0.58705 �,0�', ATE F (�s'••F40RIDP.•'•G\�: ,'O ,A e /NAL 1 N �.�. A. LYNN MILLER, P.E. P.E.# 58705 W - ab y K Y � 0 N z y OA a !n O o ZLL� n� = W 0. Td JMJ o W F C-4 .o- Z OI c4 fn Z a O ® OU � W = ita H Ufn Z 4 (U W BE a!o S O LL Z U j O ap�l rora4 c uaS tlllllllll///, rENS', _ * : N0.58705 �,0�', ATE F (�s'••F40RIDP.•'•G\�: ,'O ,A e /NAL 1 N �.�. A. LYNN MILLER, P.E. P.E.# 58705 NOTES:• • • • • • • 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SID ELITEITRANSOM OR MULLED ASSEMOLY. • • • • • 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0:0 •• • - • • • • • • • • • • - SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. 23-1/2" O.C. MAX. IF SHORT SIDE IS IF SHORT SIDE IS 40"OR LESS --- - OVER40" d JR - 04/10/17 i SEE TABLE 10, 28" O.C. MAX. I IF LONG SIDE ISI I I I I SHEET 6 FOR ANCHOR SIde111e/Transom Design Pressure (+l•, pet) for Glass Types 3 & 4 I QUANTITY, SEE I I I I TABLE 1, SHEET 1 I I FORANCHOR ANCHOR I / TYPE. I I I I I I I I I I I I I 23-1/2' O.C. MAX. I I Long Side (In) IF LONG SIDE IS I OVER 40" I I I I I I I I 12" MAX (LONG SIDE) 6"MAX. (SHORT SIDE) yl IF LONG SIDE IS I OVER 40" I I I 63.3(16 66-5!8 1 68 70 72 76 78 82 84 88 92 96 98 1D4 108 111 O In 24 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 Q O 28 +1-70 +)-70 *1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 �1�?••OCENSF 32 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 36 +170 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/70 +/-70 +/-70 +/•70 +170 38-3/4 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 40 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 42 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/69.6 +/68.5 c 44 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +169.6 +/68.6 +1-87.7 +1-87.3 46 +1-70 +1.70 +/-70 +1-70 +1-70 +l-70 +I-70 +/69.4 +168.7 +167.6 +/66.5 +185.8 Co 48 +/-70 +1-70 +1.70 +1-70 +/-70 +1439.9 +/69.1 +187.6 +187 +i65.8 +164.7 50 +/-70 +1-70 +/-70 +/-70 +1-70 +/66.4 +187.6 +186 +/85.4 +/84.1 rn 52 +/-70 +/-70 +/-70 +/-70 +169.1 +/87.1 +/66.2 +/84.6 +/83.9 • • • • • • • 54 +/-70 +1-70 +1-70 +189.2 +168 +/85.9 +165 +/63.4 • • • • •00 56 +/-70 +/-70 +/89.7 +188.3 +167.1 +164.9 +/63.9 • • • • • • • • _ 58 +/-70 +1-70 +/69 1 +/87.6 +168.3 +/-U • • • • • • • • • • 60 +/-70 +169.5 +168.5 +167 +/65.6 62 +/-70 +169.2 +168 +166.5 63.9/18 +/-70 +169.1 +167.9 +166.2 • • • • 66618 +169.1 +168.9 NOTES:• • • • • • • 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SID ELITEITRANSOM OR MULLED ASSEMOLY. • • • • • 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0:0 •• • - • • • • • • • • • • - SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. 23-1/2" O.C. MAX. IF SHORT SIDE IS IF SHORT SIDE IS 40"OR LESS --- - OVER40" d JR - 04/10/17 i SEE TABLE 10, 28" O.C. MAX. I IF LONG SIDE ISI I I I I SHEET 6 FOR ANCHOR Sidelire/Trensom Design Pressure, pof for GIs= Types 5, 6 & 7 I QUANTITY, SEE I I I I TABLE 1, SHEET 1 I I FORANCHOR ANCHOR I / TYPE. I I I I I I I I I I I I I 23-1/2' O.C. MAX. I I Long Side (in) IF LONG SIDE IS I OVER 40" I I I I I I I I 12" MAX (LONG SIDE) 6"MAX. (SHORT SIDE) yl IF LONG SIDE IS I OVER 40" I I I 63-8116 86-5548 1 68 70 1 72 76 78 82 84 88 92 96 98 104 108 111 O In 24 +/-70 +/-70 +1.70 +/-70 +/-70 +1-70 +/70 +170 +170 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 Q O 28 H-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 �1�?••OCENSF 32 +1-70 +/-70 +/-70 +/-70 +/-70 +170 +/70 +170 +170 +170 +1-70 +I-70 +/-70 +/-70 +/-70 +/-70 36 +1-70 +170 +1-70 +170 +1-70 +1-70 +/-70 +170 +170 +/-70 +170 +1-70 +1-70 +/70 +/-70 +/-70 383/4 +1-70 +/-70 +/-70 +1-70 +1-70 +170 +/-70 +1-70 +1-70 +1159.9 +169 +168.3 +167.9 40 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +169.8 +189.3 +/68.3 +167.4 +/66.7 +/66.3 42 +1-70 +1-70 +1-70 +1-70 +1-70 +169.5 +/68.8 +167.6 +/67 +/66 +/65.1 .S 44 +/-70 +1-70 +1-70 +1-70 +/89.1 +187.5 +/66.8 +165.6 +165 +/-64 46 +/-70 +/-70 +169.4 +168.4 +/67.4 +165.8 +165.1 +163.8 +163.2 w 48 +1-70 +/68.0 +168 +/66,9 +186 +164.3 +/63.5 +162.2 50 +169.9 +167.6 +166.8 +/65.7 +/64.7 +162.9 +/62.1 52 +169 +/-66,6 +165.7 +/64.6 +163.6 +161.7 • • • • • • • 54 +168.3 +/65.7 +l-64.8 +163.6 +/62.6 • • • • •00 56 +/67.7 +/65 +164.1 +162.8 • • • • • • • • 5B +167.3 +164.5 +163.5 • • • • • • • • • • 60 +167 62 +166.9 63-316 +/66.8 • • • • NOTES:• • • • • • • 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SID ELITEITRANSOM OR MULLED ASSEMOLY. • • • • • 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0:0 •• • - • • • • • • • • • • - SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. 23-1/2" O.C. MAX. IF SHORT SIDE IS IF SHORT SIDE IS 40"OR LESS --- - OVER40" (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 28" O.C. MAX. 23-1/2'0-C. MAX. IF SHORT SIDE IS SHORT SIDE IS O 40' OR LESS OVER 40" �I d JR - 04/10/17 i SEE TABLE 10, 28" O.C. MAX. I IF LONG SIDE ISI I I I I SHEET 6 FOR ANCHOR 40' OR LESS I QUANTITY, SEE I I I I TABLE 1, SHEET 1 I I FORANCHOR ANCHOR I / TYPE. I I I I I I I I I I I I I 23-1/2' O.C. MAX. I I I I IF LONG SIDE IS I OVER 40" I I I I I I I I 12" MAX (LONG SIDE) 6"MAX. (SHORT SIDE) yl IF LONG SIDE IS I OVER 40" I I I (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 28" O.C. MAX. 23-1/2'0-C. MAX. IF SHORT SIDE IS SHORT SIDE IS O 40' OR LESS OVER 40" �I d JR - 04/10/17 0 I I SEE TABLE 10, 28" O.C. MAX. I SHEET 6 FOR IF LONG SIDE IS w ❑ �o ANCHOR 40" OR LESS QUANTITY, SEE �I I I I TABLE 1, SHEET 1 I FOR ANCHOR L9 4 TYPE. I I I I I I I I I I I 1 23-1/2" O.C. MAX. I I 1 IF LONG SIDE IS I OVER 40" I I I I 1 1 I �c I I _----_ I J 12" MAX (LO NO SIDE) 6* MAX. ~I f -----------J (SHORT SIDE) JN.O (NARROW STILES AND NARROW J to RAILS SHOWN ON SIDELITES) PRODUCT REVISW u ce PJyir>E, w•itb 01s FII 13a0din8 Coda , A -pt.. Ne EV -60. Dae c_ I C) NO CHANGES THIS SHEET • • • • • • • d JR - 04/10/17 0 U LU > 19 ,b w ❑ �o U) L � ED N i a,od 3 r L9 4 N u) j arc LL C r t O ❑ Z ro S W O ®E W Z co 0 C1 C) F JN.O I. -a oZrn J to z Q O In ® O W 7aa45 ❑ _ = F�- _ Z of z Q O W Z n J Ci u v } 0 > =171 o -xa0 sauas �1�?••OCENSF CC- Q: . C - . * : No. 58705 _ SSrO........��G �1, NAL 111 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��000000000000000000000©moo©vo©0000 ��0000000000©v©o©0000©v©v©v©vo©0000 YR?DUCT REVISED the FkffWa a± caasplyir a with ,ie ®�00000000©��o©o©oo©v©v©v©v©v©©0000 B�n!Aing A:cwPtsncm No ©©00000000000000000000000000000©© _ exparanno Dace, 2�� O�oo©v©o©v©v©o®0000©v©v©v©v©v©©0000 BY, ��oo©o©o©o©00000000©v©v©v©o©v©©0000 C) NO CHANGES THIS SHEET O�oo©o©o©o��0000000©v©v©o©o©o©©0000 JR -04H 0117 ��©©00000000000000000000000000©�� m�©v©v©v©v©00000000©v©v©o©o©vv©�� w r Y ��©©000000000000000000000©�� ©o©o©000000000000©v©v©o©��■�� o �o ©©0000000000000000000©�� o g o J 0 Z LL co n ©�©v©v©0000s■0000000©v©�� = w u a U ,c8 U ro LU — i < 2 °N 0 LU pM0 r > J T W LL Z o a Z � ® o C 1a34s Cl W F = o Z a Z U w Z Q O LL o LoLo w } C > U) LL =N11 vaap �. uaS 00 00 0 00 Ly • • ` '��'' !11��` • • • • • • • LICENSE • • • • • • • • • • • • - * ;' No. 58705 • • • or • S G� • • • • • 10NAL NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITErFRANSOM OR MULLED • • ASSEM•LY. • • • • • • • • • • • • • IE: 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. • A. LYNN MILLER. P.E. 3) FOR SIZES NOT SHOWN, ROUND !JP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��000000000000000000000©moo©vo©0000 ��0000000000©v©o©0000©v©v©v©vo©0000 ®�00000000©��o©o©oo©v©v©v©v©v©©0000 ©©00000000000000000000000000000©© O�oo©v©o©v©v©o®0000©v©v©v©v©v©©0000 ��oo©o©o©o©00000000©v©v©v©o©v©©0000 O�oo©o©o©o��0000000©v©v©o©o©o©©0000 ��©©00000000000000000000000000©�� m�©v©v©v©v©00000000©v©v©o©o©vv©�� ©©000000000000000000000©�� ©o©o©000000000000©v©v©o©��■�� ©©0000000000000000000©�� ©�©v©v©0000s■0000000©v©�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMBEDMENT 114" INSTALLATION _ Mme'�— SHIM 23OPTION 1 ) INSTALLATION ANCHORS EDGE / 16 INT02X WOOD. 13) aL DISTANCE uuu� r Y to 1 68 0 a7o0 TYP. ANCHOR TYPE, —S 3 I EMSEDMENTAND t[) 71 EDGE DISTANCE PER _ ` SUBSTRATE,SEE p TABLE 1, SHEET 1. 1 ANCHOR PER HINGE �}1{ TO BE THROUGH SUBSTRATE. MIN. FLATHEAD SMS, SEE TABLE 1, SHEET 1. I 72 5 EXTERIOR14 15 9 47 46 53 8 2B�J/ oN 70 DETAIL15 19 C 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR OR FRAMING, SEE 1 y DETAIL `JMO NOTE 2, THIS SHEET v r TYP. ANCHOR TYPE, EMBEDMENT 04 AND EDGE DISTANCE PER � SUBSTRATE, SEE TABLE 1, SHEET 1. TVP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH Z Q EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING 18 TYP. ANCHOR TYPE, TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENT AND 1/4° STAGGERING LOCATIONS. 23 EMBEDMENT AND EDGE 18 —EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE PER SUBSTRATE, EMBEDMENT (�p3 C3 10 SEE TABLE 1, SHEET 1. 2 10 TABLE 1, SHEET 1 ' SMAX HIM 23\ EDGE K I 16 ® DISTANCE — 1 ANCHOR PER HINGE TO BE l _ THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH JIr' l MIN. 3 THREADS BEYOND _ INSTALLATION 28 ` METAL SUBSTRATE. 5-2 _ 23 OPTION 2 �% 71 7 \ Qo�5 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. • I / I • a Ll �/ 72 4 `72 47 48 -4) a 4 IOR �� • EXTERIOR �32 • • �y�� EXTER K • • • • • 20 28 1 s ti_� • �/•—� Q V 1" FRENCH DOOR MULLION • • O EXTERIOR 1 ANCHOR PER HINGE TO BE THROUGH • • • • • • • • • • • DETAILnJ DETAIL�� SUBSTRATE. MIN. 3116 FLATHEAD DETAIL • • • • • • • • — to -000 • • • • • • • ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. INSTALLATION NOTES: _Z � sap AND EDGE [bSTA Z&IMITS.:NY INSTALLATION OForm: SH&wt* 1AY BE USED ON 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT • • ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • • • AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1% WOODOUCK%ARG OP 10 UNy C E INSTA_ . DIRECTLY TO 2) WOOD BUCKS DEPICTED ON THIS SHEET MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1.1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATEeF *ODD •LICKS TO BE FyGI EI D BY O iE�S OR APPROVED BY THE • 00• AUTHORITY HAVING JURISDICTION. • • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t PRODUCT REVISED .s —plying with the FkmW it:nld.g C.& Acecp[mco hki irtiwn Date By. _ C) NO CHANGES THIS SHEET u JR -04/10/17 ,. `0N LYNN,' *, No.58705 SATE F S! / NAL 0 \ �. A. LYNN MILLER, P.E. P.E.# 58705 LU = w aL O ❑ r Y to N o rc a7o0 � O t[) U zy Oco Ai � � O p J OLL o a r D_ Z to d W AA U O 0 J LU =D co i < LL' umo�0 oN F --'W l7 C `JMO r 04 oZrn 3 � Z Q O r O aeaus ® O U) Z O Z Qo�5 W a Q LL K J Q to O Z to O j apFl _Z � sap LL s r,ag ,. `0N LYNN,' *, No.58705 SATE F S! / NAL 0 \ �. A. LYNN MILLER, P.E. P.E.# 58705 EXTERIOR (�y 31 TYP. ANCHOR TYPE, INSTALLATION lu EMBEDMENT AND EDGE Q 1/4" 18 23J DISTANCE PER SUBSTRATE, _OPTION INSTALLATION ANCHORS MAX INSTALLATION OPTION 3 23 10 SEE TABLE 1, SHEET 1. DIRECTLY INTO METAL. SHIM 1X BUCK5TRIP INTO MASONRY. EMBEDMENT �7 EDGE 1 ANCHOR PER HINGE TO BE 114" DISTANCE f 16 THROUGH SUBSTRATE. MIN. MAX. EDGE DISTANCE PER [ #10 FLATHEAD SMS WITH Ute, SUBSTRATE, SEE EDGE 1 I MIN. 3 THREADS BEYOND DOOR 67 TABLE 1, SHEET 1. DISTANCE I ' METAL SUBSTRATE. ��{{{ VISIBLE LIGHT WIDTH(DLO) 23 33 71 L7 / FRODUCTREVISED as —oyia with ft FkrW TYP. ANCHOR iwlleog Code TYPE, EMBEDMENT .4raeptsnco Nr. 17"� t AND EDGE Ex€" Oete ,� DISTANCE PER SUBSTRATE, -. TABLE 1, SHEET 1. EXTERIOR (�y 31 lu 1" FRENCH DOOR MULLION DETAIL INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCK5TRIP INTO MASONRY. EMBEDMENT TYP. ANCHOR TYPE, 114" EMBEDMENTAND f < MAX. EDGE DISTANCE PER , SHIM 23 SUBSTRATE, SEE EDGE TABLE 1, SHEET 1. DISTANCE I EXTERIOR ID DOOR FRAME WIDTH - TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1, AVOID INTERFERENCE WITH OPPOSING 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT OR STAGGERING LOCATIONS. . 10 EDGE DISTANCE • TYP. ANCHOR (� TYPE, 31 29 EMBEDMENT 5) 33 AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 31 EXTERIOR CONCRETEICMU ° II%3 LI PER ANCHOR7' �F"I7 REQUIREMENT 1X WOOD • • • • 0 : : • • ` •" ! • • • EXTERIOR BUCKSTRIP, SIDELITE/TRANSOM FRAME WIDTH • 18 • • • • • • • • 76— SEE NOTE 2, + • • • • t • • • • • THIS SHEFT. DETAIL DE�AI�Q • + • • • • • • INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND E %Gt IIST*&@ LIMITS.•NY INSTA4,L.ATION OP•Tpg ST"MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • t • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS '1r, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2� V tlOOD UCKS ARP* OWION4L 10 UNIT CAVI INSTgLLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS *?X" ARE 1-1/2' THICK OR GREATER, INSTALLATION TO THE SUBSTRATWF WO0D pWKSTO%E E%GliVEE14ED BY OTHERS ORIS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • t • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOaR, SiAELITE OR TRANSOM. • 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. s • • i t • • • • • • • • • • • •• •• • • • •• •• DETAIL MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 114" MAX. /2� SHIM �\ 41) jr 'a • U � 4 EXTERIOR :ONCRETEICMU 32 V PER ANCHOR 17 RFD HIREDWNT INSTALLATION DETAIL C OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. C) NO CHANGES THIS SHEET l JR-04/10117 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE a PER ANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. ANCHOR TYPE, =DMENT AND EDGE &NCE PER SUBSTRATE, TABLE 1, SHEET 1. AVOID RFERENCE WITH :)SING ANCHOR BY OSING THE CORRECT ;TH OR STAGGERING 1TIONS. INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE /� LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON \� ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. DISTANCE PER SUBSTRATE, SEE 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1 X', ARE INSTALLATION ININ BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X _ WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE INSTALLATION ANCHORS 1-112* THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO ?X WOOD. OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS ( 4 )_ APPROVED BY THE AUTHORITY HAVING JURISDICTION. �./ Z�� i s2 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER �J \ SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH 114" MAX. S FRAME OF THE DOOR, SIDELITE OR TRANSOM. HZ� W 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, �Ma SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP SYSTEM. OR FRAMING. SEE ..� NOTE 2, THIS SHEET �- II II II TT II II II II I� EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, • EMBEDMENT SEE NOTE 2, L THIS SHEET 3> 1/4' MAX SHIM ov7i C TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE BOLT TABLE 1, SHEET 1. EET 12 DETAIL 10 DOOR VISIBLE LIGHT HEIGHT(DLO) �L DOOR gg FRAME HEIGHT DETAIL • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. EXTERIOR a EDGE DISTANCE EMBEDMENT I 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DETAIL U SIDELITE/ TRANSOM WINDOW FRAME VISIBLE LIGHT HEIGHT HEIGHT (DLO) DETAIL TYP. ANCHOR z > U❑ w TYPE, EMBEDMENT AND EDGE 28 j DISTANCE PER SUBSTRATE, SEE ]C U) TABLE 1, SHEET 1. to W _A - 1/4' MAX. SHIM OR 3.4 KSI NON- SHRINK, o NON-METALLIC ;23 GROUT -FULL O LENGTH Z�� i s2 EMBEDMENT EDGE DISTANCE , * No. 58705 t it O� . STATE 11 ; 4v[y` .SPL ORIOp`. C, SS ONAL ffliltIEN A. LYNN MILLER, P.E. P.E.# SB705 z > U❑ w Ala ❑ u) ]C U) to W o O co ay O o Z�� i s2 U W o ®p U Go xB m�.o HZ� W �Ma Z O�V1 U) 0 Z Q LL 0 W K 00 aays ® a ❑ U e7 ZO F Z Z w� along LL O LL n U ut j Z LL ally. .say , i,ag , * No. 58705 t it O� . STATE 11 ; 4v[y` .SPL ORIOp`. C, SS ONAL ffliltIEN A. LYNN MILLER, P.E. P.E.# SB705 4.565". i 1.000• O1 FRAME HEAD & JAMB #20000,Rigid Cellular PVC 1.503" ►{ .080" 3.564' 1.075" HINGE STILE 5 E REINFORCEMENT #20013,6063-T6 1.994" 1.359" .062" INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC .080' OT 3.925" - I .075" tQ o�a115" 2 FRAME SILL #20001, Rigid PVC i-� 1.500" �-{ 4 2.146' �-� It.278" .080' 3.518" 3.518" .888" -+j 1.075" - TO & BOTTOM RAIL O PANEL STILE REINFORCEMENT 7 REINFORCEMENT #20014,6063-T6 #20015,6063-T6 a.azz• � ��- 2.261" � TT 582' 0 04 } 1 457° 075" 187" .312• 1.7150° 3 PANEL RAIL & STILE #20002, Rigid Cellular PVC 1.140" .28r�1'" .281• p6� 060 14 BEVELED 15 OGEE 14 BEAD 15 BEAD #20005, Rigid PVC #20006, Rigid PVC -x{.832" �-} 38-6" 1.875' .3 ' _ .062" SINGLE DOOR THRESHOLD 20 ASTRAGAL COVER 20 22 COVER O #20012, Rigid PVC #20057, 6063-T5 ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS. LTD. 1.450" .6110" 070" 16 FRAME SCRE COVER #20007, Rigid PVC OSIDELITE ADAPTER #20003, Rigid PVC 9 INACTIVE ASTRAGAL #20017, 6063-T6 .374" 4.561' .100" 000- 8 1"FRENCH DOOR MULLION #20022, 6063-T6 1.258° .060" .7-773-" L -►'1�- .062" MULLION ACTIVE CAP 19 ASTRAGAL COVER Rigid PVC #20011, Rigid PVC .901" 060" 1.041" �6"SQUARE 27 BEAD #20047, Rigid PVC 075' II n 3" r1540'u14 2.488' 761" ADD-ON 1" M 17 FIWFLANGE 1 3.518" .080" 20009, a as Q rco � -� 1.075 - ACTIVE ACTIVE V) 36 ASTRAGAL L7 N O 420016, 6063-T6 1.450" .6110" 070" 16 FRAME SCRE COVER #20007, Rigid PVC OSIDELITE ADAPTER #20003, Rigid PVC 9 INACTIVE ASTRAGAL #20017, 6063-T6 .374" 4.561' .100" 000- 8 1"FRENCH DOOR MULLION #20022, 6063-T6 1.258° .060" .7-773-" L -►'1�- .062" MULLION ACTIVE CAP 19 ASTRAGAL COVER Rigid PVC #20011, Rigid PVC .901" 060" 1.041" �6"SQUARE 27 BEAD #20047, Rigid PVC 075' II n 3" r1540'u14 .375" Ff ADD-ON 1" M 17 FIWFLANGE 18 020008, Rigid PVC 20009, •• ••• • • • • • •• • • • • • • • • 1.012" � 1.625' �{ .935` • 2.�� • • • • 1I 0.125' • •• • • • •' ••• • • • • • ' • • • • .723• • 04T T 200 J .191" X11"- .063" r OANCHOR • • THRESHOLD ?z� • • • 2G HINGE TRIM 23 PLATE P�4 ~• : D P CAP COVER #19031, 6063-18 #!0020, 406♦T6+ • • #20031, 6063-T6 #20023, Rigid PVC • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• •• ••• • • • ••• 0 0 PRODUCE REVISED amplying -Iib Bm FW" iluitdin8Code �I O o4. �L A,,qX - No //' ✓J E.ao��ation Dace . 20jj B, �Ic)VI w > N a as Q rco � Y a+OO V) 36 L7 N O 0) L � J a � � 0 o LL 8 n Uwo' o! �e w U CD _ a J p Z U � Q Q u - o 00 +aa4s U r7) Z LL w 0 u1° N O LL y U } Z o > w w agrl nsa° sayag CNV LYNN Q�� V10ENgF -• ��i No. 58705 V T i Cis '•F�ORIDP,.•'\C�;� S7ONAL ENG `. A. LYNN MILLER, P.E. P. E.# 58705 01 If POT Part Desuipion Material 1 20000 Dosr 6 Sdelite/Trensom Main Frame Cellular PV 2 20001 Door Frame SIA Rigid PVC 3 20002 Panel StIle d Roll Cellular PVC 420003 Side9ts Adapter Rigid PVC 5 20013 Hig, Stile Rei f rcan•nt Akin., 6063 -Te 6 20014 Panel Rail Reinforcement Alum., 6063-T6 7 20015 Panel Stile Reinforcement Alum-, 6D63 -T6 6 20016 Acthe As el Rigid PVC 9 20017 kucthe As al Rigid PVC 10 20022 1' French Door Mullion Alum., W63-76 13 20004 hecthe Astragal Corer Rigid PVC 14 2D005 1.1/16' Bevel Bead Rigid PVC 15 20006 1-1/16' Ogee Bead Rigid PVC 18 20007 Screw Cover Rigid PVC 17 20006 Add— FrdFl nge Rigid PVC 16 20009 t" Mullion Cep Rigid PVC 19 20011 Acthe Astragal Cever Raid PVC 20 20012 Single Door Astregal Cover Rigid PVC 2T 20057 Threshold Ower Alum., 6083 -TS 23 19031 Anchor Plate Alam., 6083 -TB 24 20020 Threshold Coxer Alum.. &)63-T6 25 20021 Dri Gp Rigid PVC 28 20023 Hinge Trim Gver id PVC 27 2(1047 7/18' S rs Bead Rigid PVC 28 Fn Weatherstrip 29 1871/3 Frame Wnlherstrip 31 714FFT410XW Freno-4o-Wide Slab Screw. 014 X 1-1/2" Ph. FH, 16.625" O.C. Stainless St.d 32 7S101X Frar-4"ar. Slab Screw #10 X 1" Ph. FH, 26' O.C. Stainless Stud 33 78X1 FPT410 Rdnbrcamara Screw #8 X 1' Ph. FH, 18' O.C. Stek less Steel 34 71WQFPAX Frame A.—dy Screw. 010 X21 Ph. FH Stainless Steel 35 714FPT41 W -W Slab Assembly Screw #14 X 1-1/2' Ph. FH Stainless Sled 38 71420X225 N -W Slab Assembly Screw #14 X2.1/4' Ph. FH Stainless Steel 41 20026 Setting Block, 85 -1- 5 duo. viml 42 16ackbedding: DGw995 or GE -7700 Seim - 43 Argon Cas 44 6HL5140 Hot Mal 1 45 1852 ISatting Blxk 9116' x 4" x 3/161, 85 +1- 5 alum. Neoprene 46ISetting Black 1/2* x 1'x 1/8". 85 +1.5 duo. 14eeprene 4 73 sae HerAwre BOM, Table 12, Sheet 12 7 - 20033 11methe Astragal Ca Acetal 1901 91 20035 Actin Astragal Cap Acetal ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART # 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH (XX DOOR FRAME HEIGHT)- 12.1 = DLO HEIGHT (XX DOOR FRAME WIDTH / 2) - 11.5 = DLO WIDTH SLT/TR FRAME HEIGHT -12.1 DLO HEIGHT SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH WHEN USING PART # 4(NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH -4.9=DLO WIDTH DOOR JAMB DOOR JAMB DOOR HEAD 23 62 DOOR PANEL HEAD 1 C 6 28 DOOR PANEL 6� HINGE STILE DOOR PANEL ANCHOR INTERIOR DOOR / SILL • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 000 0 0 8 JAMB W/NARROW FRAME SIDELITE/TRANSOM SILL WIWIDE FRAME (HEAD SIMILAR) r'RODUCT REVISED ordmplying with the Fiortdde ldra9cuda lW� F.cxptance No 1 Expiration Dae a r ,(� Mi -v okrctCotkbe[' / l °g C)REVISED #22 -JR -04/1 W17 I K HARDWARE DETAILS & LOCATIONS 47-49 6712 \ i 52,54 EQUALLY - SPACED i 67 i 47-9 4 EQUALLY - SPACED \ 0 \ 44" EQUALLY- MAX. SPACED B. \ MAX. MAX. — TYP. _ + 70-72 'W CONFIGURATION # POT Part# Description Material 47 666032701 P30DO 3 -PT Rhino Lock (68"), Amesbury Inc. Stainless Steel 48 666032702 P30DO 3 -PT Rhino Lock (mer 6'8"), Amesbury Inc. Stainless Steel 49 71032X1FPFX Rhino Lock Screw: 10.32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 541 7S101X Strike Plate Screw, ()): #10 X 1" Phil. FH 410 S.S. 55 78X12PFHUX Strike Plate Screw, (XX): #8 X 1/2" Phil. FH 410 S.S. 60 7S81202 Flush Bolt ()N 61 7803725 Flush Bolt Rod (XX) 62 420034 Flush Bolt Guide ()OX) 63 7832X12FP)V Flush Bolt Guide Screw: B-32 X 1/2" Phil. FH a 64 48033N Guide Pin ()0X) N 65 78036 Flush Bolt Strike Plate (XX), Amesbury Inc. Z Q 66 7832X12FPXP Flush Bolt Strike Plate Screw, (X1Q: #8 X 3/4" Phil. FH67 varies Handle/Lever ® gN 68 varies DummyHandle/Lever WOS. 70 20025 Butt Hinge, Amesbury Inc. a 71 71032X1FPFX Hinge, Slab Screw #10-32 X 1" Phil FH72 a O M 7S101X Hinge, Frame Screw: #10 X 1" Phil. FH f: 52,55 53,55 J 60 66 "XX" CONFIGURATION SEE DETAIL, TOP LOCK SIMILAR 5E DETAIL: • • • • • • • • • • ••• • • • ••• • • 9/16" BEYOND PANEL j FLUSH BOLT DETAIL: J I 70-72) -<vBi1CT RFV i5kD I-PVPng with tbt Fwo ,, Cde pC EdeIla [w1isarix. i 'O- C) NO CHANGES THIS SHEET JR - 04/10/17 i 0 O °y j w f: 52,55 53,55 J 60 66 "XX" CONFIGURATION SEE DETAIL, TOP LOCK SIMILAR 5E DETAIL: • • • • • • • • • • ••• • • • ••• • • 9/16" BEYOND PANEL j FLUSH BOLT DETAIL: J I 70-72) -<vBi1CT RFV i5kD I-PVPng with tbt Fwo ,, Cde pC EdeIla [w1isarix. 'O- C) NO CHANGES THIS SHEET JR - 04/10/17 U °y j w Y n E a7OQ z� O u�i Z U- I i Uw U d 01 .o UJc0 rc a J co o Z rn o N rn LL Z Q —iO Q 04 H ® gN O w :D 7°°45 ii Cl) H a W tY Z a O M a LL Z W) cc toU ? 0 ell �Lasap s uag ` �N`( LYN& * No.58705 M i CCS '.F[ORIDN--"GN ' S'ONAL I0? \ A. LYNN MILLER, P.E. P.E.# 58705