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WS-18-3583Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 348 NW 112TH TER, Miami Shores, FL 33168 Contacts _ Permit NO.: WS-12-18-3583 . Permit Type: Windows/Shutters I.1 III [Wbrk,Uassification: Window/door Replacement Permit status: Approved issue Date:12/06/2018I Expiration: 06/03/2019 Parcel Number 1121360010550 PEGGY RENAUD Owner 348 NW 111 TER, MIAMI SHORES, FL 331683340 THE HOME DEPOT Contractor ROBERTO SANCHEZ 2455 PACES FERRY RD C-11 HSC, ATLANTA, GA 30339 Mobile: 9543956426 matt_morales@homedepot.com Description: 12 IMPACT WINDOW REPLACEMENT AND 4 Valuation: $ 28,968.09 Inspection Requests: 762 4949 IMPACT DOOR REPLACEMENT. Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $17.40 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $5.80 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Tota I : $308.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $308.20 Check# 17518 12/06/2018 $308.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulpti'fi�onstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner ,—/ Applicant / _ Contractor / Agent December 06, Date Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING FBC20(Z-W Master Permit No.yis 1 ) J 35 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [—]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 144 NE 99 ST, MIAMI SHORES, FL 33138 City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11 -3206-013-2260 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JOSE LEON Phone#: Address: 144 NE 99 ST, MIAMI SHORES, FL 33138 City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: NSA Phone#: Email: / 1 Z5o CONTRACTOR: Company Name: THE HOME DEPOT USA INC 74 Phone#: —_ Address: 2455 PACES FERRY RD C-11, ATLANTA, GA 30339 City: ATLANTA State: GA Zip: 30339 Qualifier Name: ROBERTO SANCHEZ Phone#: 954-336-0881 State Certification or Registration #: CGC-1522717 Certificate of Competency #: DESIGNER: Architect/Engineer: NSA Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 28962.90 Square/Linear Footage of Work: 140 Type of Work: ❑ Addition Q Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: rr„ lacr w ,,,A,ew re:e/ac."4s T- qM� c/ ir.,�4�r du.,r Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ (Revised02/24/2014) M (n �* l Double Fee $ Bond $ TOTAL FEE NOW DUE 60 r Bonding Company's Name (if applicable) Bonding Company's Address _ City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City _ State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 separatepermit 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 poperl y is subject to dttd€hffient. Also, o cer'tified copy of the recorded notice of e6mWneoment tftst be posted at the job sitk 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 r ' sp ction fee will be charged. a Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 1- day of ..__ O G 1 G!% ,.._....w. . 20 )ro, by J ,04t kt-0''*7 , who is personally known to me or who has produced _, �=1.4— 0 li as identification and who did take an oath. NOTARY PUBLIC: ,ot,Ara�B,,� LARRY BURNETT Print: �° ��: M CUnlfnistldh # 4 954807 Seal: � ;� My Comm: t: File's bit �k 203 Bonded Lhf-wohNifinal Wo An APPROVED BY The foregoing instrumItwas acknowledged b Lme this 7 . �.... �_ day of 20 by who is personally known to me or who has produced _ as identification and who did take an oath. Plans Examiner _ Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PR'O'PERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-2260 Property Address: 144 NE 99 ST Miami Shores, FL 33138-2341 Owner ANDINO LIBERTAD HOMES LLC Mailing Address __..... _............ _._.... _.._ _......_. 8603 S DIXIE HGWY # 302 MIAMI, FL 33143 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SING . LE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,823 Sq.Ft Living Area 1,463 Sq.Ft Adjusted Area 1,643 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $215,711 $215,711 $215,711 Building Value $93,971 $118,165 $119,118 XF Value $1,432 $1,450 $1,467 Market Value .._______._--.._........... _....... $311,114 $335,326 $336,296 _..-- - _ _ ... Assessed Value $311,114 ..--..........__. $335,326 _..__.._......_ $313,816 Benefits Information Benefit Type 2018 2017', 2016 ... ___ ..___.___.___._____.__ ___......... Non -Homestead Cap Assessment Reduction $22,480 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 5341 6 53 42 - MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9 & LOT 10 LESS W25FT BLK 17 LOT SIZE 75.000 X 115 OR 18933-0739 12 1999 5 Generated On : 12/4/ Taxable Value Information 2018; 2017 2 _........._._...._.._......_..__._.... _..._.........-..__..._._...__................. _....... __._................................................ County Exemption Value $0 $0 Taxable Value $311,114 $335,326 $313. School Board Exemption Value $0 $0 Taxable Value $311,114 $335,326 $336. City Exemption Value $0 $0 Taxable Value 1 $311,114 $335,326 $313. Regional Exemption Value $0 $0 Taxable Value $311,114 $335,326 $313, Sales Information Previous Sale Price OR Book -Page Qualification Descriptic 11/15/2017 $355,000 30778-3058 Qual by exam of deed 08/18/2016 $278,000 30202-3746 Qual by exam of deed 10/01/2004 $365,000 22793-2913 Sales which are qualified _._................___.. 07/01/2003 __ __.. $269,000 21513-3251 .__..___............................... ................ 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/propertysearch/ 12/4/2018 1214i201 9 Miami -Dade Official Records - Print Document Prepared by: Renze Bosoni, 1030 Harrison Hollywood, F1, Returri to, Suite 209 CFN: 20180662749 BOOK 31201 PAGE 1338 DATE, 10130/2018 01,13:36 PM DEED DOC 2,670 00 HARVEY RUVIN. CLERK OF COURT, NiWDADE CTY Folio: 11.3206-013-2260 (Space Above This Line for Recording Data] General Warranty Deed This General 11ira, i rity Deed made this I-- I day of 2018 between , Andino Libertad Homes LLC, a Florida limited liability (,! liany whosepast rofficcaddress is: 8603 S DIXIE HNVY STE 302 M)AMIJI, 33143,grantor, and Jose Leon , I Gonzalez and AtIm Marla Viers Dopleo, as husband and wife whose post office address is 144 NE 99 STREET, MIAMI SHORES, FLORIDA grantee i I (Whcnevcr used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives itrid assigns of individuals, and the successors and assigns of corporations) Wituesseth, that said grantor, for and in consideration of the sum of TEN and NO11 00 DOLLARS ($110.00) and other good and valuable consi6rations in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, -bargained, and sold to said grantee, and gkintee's hairs and assigns forever, the following described land, situated-, lying and being in Broward County, Florida, to wit:' LOT 9 AND 0, L6S TIRE WEST 25 FEET OF LOT 10, BLOCK 17, AMENDED PLAT OF MIAMI SHORES SEC77ON 4-403, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PACE 70, OF TIIE POBLIC RECORDS OF MIAMI-DADE COUNTv, FLORIDA. ALSO KNOWN AS 144 NE 99 STREET, MIAMI SHOVES! FLORIDA. Parcel Ideittifiestion Number: 11-3206-013-2260 Together with fill the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and To Itold, the same in fee simple forever And the arantoihccby covenants with said grantee that the grantor is lawfully seized of said land in foe simple, that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the samei ag6st the lawfifl claims of all persons whomsoever. In Witness Whl'erlolf, the grantor has signed and sealed these presents the day and year first above written. i Signed, sealed, anddelivered in the presence of- Printed Andino Libertad Homes LLC, a Florida limited liability company By: Nicolas Grabenheimer, Sole Member. Manager https:/Iwww2.miami-dadeclerk.'�:on i/officialrecordsiPrintDocument,aspx?QS=YaoUfOzxry2sgRQ4G9VJnZIS%2bZWObDqvOcJdCddGCc66ZPJHWh32... 112 12/4l20J8 Miami -Dade Official Records - Print Document GFN. 20180662749 BOOK 31201 PAGE 1339 STATE OT FLU DA COUNTY C}F z t' i3ti.d The foregoing inWtvnent was acknowledged before me this day of October 2018, by Nicolas Grabtnheimer, Sole Member Manager for Aqino LibertaAd Homes LLC, a Florida limited liability company who is personally known to me or has produced as identification and who did/did not take an oath. Signs ura of tary/EkTrtty Clerk Printed N4V My Cdrnn,ission Expires: r., hVW Thwston NOTARY PUBLIC STATE OF FLORIDA Comm#PF218 Expires 5127=19 https:l/www2.miami-dadeclerk.cc,)m/officialrecords/PrinsDocument.aspx')QS=YaoUfOzxry2sgRO4G9VJnZIS°/`2bZV4ObDgvOr,JdCddGOc66ZPJH Wh32... 212 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Insl2ection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in_pro rressy 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). Acknowledge ent: _-. NING/� Quali ier/Owner Sign ure Date Ko1G'tt� �t(he'z Print Name { . ," 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: I Lawrence Burnett I 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. LEON ROXANNA Miami 1-9UROE1E Customer Last Name Customer First Name Store # / Branch Name Lead/Customer Order # 144 FL Northeast 99th Street Miami 33138 Customer Address City State Zip (305) 467-5479 (305) 467-5479 1 roleon23@me.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 1 @ 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 THA OME DEPOT 1 YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN OW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YO Rjp VT P PANftL. Acknowledged by: I 10/25/2018 Custo s ignat Date Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: 128962.90 Includes all applicable taxes. Excludes finance charges." Sales Tax: 10.00 (If applicable) *Maximum deposit ONLY applicable in MD, MA, ME (3301o), NJ, Wl (990) Dep. 125.0 % Deposit Amount 17240.73 Remaining Contract Balance 121722.17 —1 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 ar . I 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: 12/20/2018 Approximate Finish Date: 01/17/2019 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. B i ialing this paragraph, I consent to receive only electronic records related to this transaction. Initial Acceptance 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 are ?1ely vested in the person listed as "Customer" above. X 10/25/2018 1 The Home Depot S' ature Date Service Provider Name X 1 1 110/25/2018 6500 NW 12TH AVE SUITE 110 Co -Signer (if applicable) Date Service Provider Address X 1 1 10/25/2018 FT.LAUDERDALE FL 33309 Sig ure Behalf of Home Depot Date City State Zip R-1-128533-13-00304 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,I) (31 Jan. 18) v 50.1.2 MIAMI}QADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 1". including the High 34CLOCity Hurricane Zone DESCRIPTION: Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.I. MPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door an ', s eets I through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer;sig$ed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Cokrol•pevision stamp with•'•';' the Notice of Acceptance number and expiration date by the Miami -Dade County P;g4ij j%Contr. Ce ction. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, •* t}, state,' • • • • series and following statement: "Miami —Dade County Product Control Approved.", l�iipp11ess otherwis.e. noted •: • •. • ..••••• herein. .. .. .... 0 * 0 0:9 RENEWAL of this NOA shall be considered after a renewal application has beef flftd-.and there -has been . no change in the applicable building code negatively affecting the performance of this prdtluct. ; . • • ; . • • • •' • TERMINATION of this NOA will occur after the expiration date or if there has D;@n a revision o ;change; • • • • in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an %uftgement 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. COUNTY NOA No. 17-0504.05 —7v MIAhIFDAQE III , Expiration Date: January , 2 �2 Job f r] 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 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega, P.E. (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 par.1•BY`, TAS 2Q2-94 3) Water Resistance Test, per FBC, TAS 202-94•; • • : • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, an( AS202-94 • 5) Large Missile Impact Test per FBC, TAS 28i-N.4• • 6) Cyclic Wind Pressure Loading per FBC, TA$.IQ4'-94 . • • • along with marked -up drawings and installation diagram of a *i► e9tD-5S5UFD- 7700 PVC double entrance outswing doors, prepared by Fenesi>' IC4 Testing • Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, sign �(f and wale$ by Idalmis Ortega, P.E. (Submitted under previous NOA,No.16-0126.04) 0 00 • 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 11105115, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) Manuel , P.E. Product Contr I Ex iner 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 (CONTEi IMD) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated,05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reportt No, FTL.7339,- dated• • 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. '..' .. (Submitted under NOA No. 13-0815.03) •••••• •• •••••• 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading f(!i VC, TAS 202-94 ;••�•; 2) Large Missile Impact Test per FBC, TAS 26 i,�� • • • •' 3) Cyclic Wind Pressure Loading per FBC, TAS."-94 ... • • •; • • • along with marked -up drawings and installation diagram via• Rigid• aVC fixed..... window, prepared by Fenestration Testing Laboratory, Inc., T'c$t$8port No. •; FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naga, Jr,*P.E. % (Submitted under NOA No. 13-0815.03) • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel Pere .. Product Control Ex mine NOA No. 17- 05 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 NOA No.15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/3Or019.. •. :*00060000 •••• (Submitted under NOA No. 15-0409.03) 0 • 0 " 0 5. Notice of Acceptance No. 13-1121.01 issued to Vision ExtgysjQja§ Limited for their • • •; series "VE 2000 Tan 202 and lighter shades (Non—White).Bi�id Cellular PVC"': Exterior Extrusions for Windows and Doors" dated 01/23/f4; expiring osr04l/23/19-••- (Submitted under NOA No. 15-0409.03) """ "" ""' • 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extru ' 0" Lima ecT for their :• series "White Rigid Cellular PVC Exterior Extrusions fo# Wi1Wows.an%DoorC ,:. dated 01/23/14 expiring on 01/23/19. 00000 • � "' ...... (Submitted under NOA No.15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limifed %r their series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. -ft2-OF, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 21901.G. Durability -No Fog -Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr. -ft2-OF, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20'F in 48 hrs. (Submitted under NOA No. 13-0815.03) Manur,,E,.- re P.E. Product Cont x finer 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 5'h Edition (2014) and FBC 611 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 t�44 3/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) • • ...... . .. ...... G. OTHERS • .... .... . . 1. Notice of Acceptance No. 16-0126.04, issued to PGT Industries' fnc. for'thefr Series*; • • • "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Trangom� L.M.I.j approveT .. .. ... ...... on 05/05/16 and expiring on 01/23/19. ...... . . . . ...... Manuel Per z, P. . Product Control E_ am' er NOA No. 17-0504.05 Expiration Date: January23, 2019 Approval Date: December 14, 2017 E - 4 SERIES FD-5555, IMPACT -RESISTANT VINYL REINFORCED OUTSWING FRENCH DOOR & SIDELITErTRANSOM (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-DADE 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 BUCKS 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. 1X 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. 1/4' 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 SEALING(FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 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 E13D0. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 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 12) REFERENCES: TEST REPORTS: FTL-7339, 7371. 8715, 8716 & 8717 NONS: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA • 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. Materiel Min F" SteelScrew 120 ksi I" Screw 95 ksi 410 Screw 110 ksi Elm Aggre�GatorO 98 ksi a Elco UkmCaS i 177 ksi 410 SS Elco CmieRft*si 1897 ksi W61T5Alummm 22 ksi A38 Steel 58 ksi Gr. 33 Steel Stud 45 ksi GUIDE TO SHEETS: 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 •• DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Group Anchor Substrate Min. Edge Distance Min. Embedment A 3l16" EICO Uhracon Un9routed CMU, (ASTM C-90) 1" lhlgrouted CMU, (ASTM C-90) 2-1/7 1-1/4" #10 Steel SMS (G5) #10 410 S.S. SMS #10 18-8 S.S. SMS P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Aluminum, 6063-T5' 5116" 0.063" Steel, A36" 5116" 0,063" Steel Stud, A653 Gr. 33' 5116" 0.063" B 3/16" Elco Ultracon P.T. Southern Pine (SG=0.55) 112' 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" Concrete (min. 2.85 ksi) 1" 13/8" 114" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" #12 Steel SMS (G5) #12 410 S.S. SMS #12 1" S.S. SMS P.T. Southem Pine (SG=0.55) 9/16" 13/8" Aluminum, 6063-T5' 318" 0.071" Steel, A36" 3/8' 0.071" Steel Stud, A653 Gr. 33" 3/8' 0.071" (14 Ga) C 1/4" Elco Ultracon P.T. Southern Pate (SG=0.55) 1' 1-3/8' Grouted CMU, (ASTM C•90) 2-1/2" 13/4" Concrete (min. 2.85 ksi) 1" 1/4" Eloo 410 S.S. CreteFlex Concrete (min. 3.35 kei) 1" 1314" Ungrouted CMU, (ASTM C9D) 2-1/2" 1-1/4' 1/4" Elco 18-8 S.S. Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 13/8' Concrete (min. 3.27 ksl) 1-1/2" 1-3/8' 1/4' Eico Ultracon Concrete (min. 2.85 kai) 2-1/7' D 1 MIN. Uri I r1ttC/WJ nc"�Ivu i nc me , r� a,+aa „v. „-• Type # Description Where Used: 1 13/16" Lami. IG (1/8' T- 11/16" Air-118" ANN -.090" PVB - 1/8' ANN) Door 2 13/16" Lami. IG (3116" T - 5/8' Air - 118" ANN - .090" PVB - 1/8' ANN) Door 3 13/16' Lami. IG (1/8" T- 9/16" Air- 3/16" ANN - ,D9W SG - 3/18" ANN) Sidelite/Transom 4 1-3/18" Lami. IG (3/16' T - 1/2" Air - 3/16' ANN - .090' SG - 3/16" ANN) Sidelite/Trensom 5 13/16" Lami. IG (1/8" T - 9/16" Air - 3/16' ANN -.090' PVB - 3/16" ANN) Sidelite/Transom 8 1J/1tr Lami. IG (3/16" T -1/2' Air- 3/16" ANN -.090' PVB - 3/18" ANN) Sideliteffransom 7 1711W Lami. (3/16" ANN -.090" PVB - 3/16" ANN) Door/Sidelite/Transom 000 •ANR" = AI9NEALLQ • • • • OrPTEMPERED• • • • �!�" _:M'9TR IF L(MIL INTERLAYER BY KURARAY AMERICA, INC. • SSG• 90 T'EN 9 ® ET11'LAYER BY KURARAY AMERICA, INC. 000 SCDSHE@r 3 FOR SMCBR4NFORMATION, CODES I STANDARDS USED: •2017 ORIQQ��,,��l!ILDINGFODE (FFBBA�), 6TH EDLTIDJ (66 ),5TH EDftTTIIIO) • • • •2014 LQRIdfVBLILOINGjCODE *ASTM Ed 300-W • • • • • • • • •ANSIAkF&PA NDS-2005 FOR WOOD CYNS4RUCTION • •ALIMIALIM DlSR'N MANUALTADM-2M5 • • • • •AISI A00-12 • • • • • •AISC 360-10 • • • • • • • • • • • •• •• • • • •• •• ••• 9 • • ••• • • PRODUCT RG-VISWS s —plying with the Fko" Ac.p N. I ^ 11 uare" _ q UPDATED TO FBC 2017,, uC) ADDED SPACER DWGS. REVISED#22-JR-04/10117 U �a a o > Y rn Lf) 0 gw 7lo0 3 co Ui OJ 0 to � J O ny Z LL n i lL xw� "o� As 0 H F O j ZQ LL O K O aays cc ® V LU = x r z Z O LU alo>S O LL ..Z11 lit Z W O > 0 LL oply �>sa0 ra \\111 II I I II/ `�p1V LYNN''• ,y * :• No. 5B705 10 p0 F �SSIONAL C%,`\ ` ''ill/lllllll\` A. LYNN MILLER, P.E. P.E.# 68705 37-9/16' 38-3/4" WIDTH (MAX.MAX ) MAX. X. SL' HEIGHT MAX. SLAB (ALL DOOR HEIGHT CONFIGS.) TYP. DOOR SLAB X DETAIL HEET 40" MULL (X2) MAX P. OIXXIO (WIDE STILES AND WIDESTILES AND WIDE RAILS SHOWN ON SIDELITES) 111 MA HEW OR WA 30.8 FT' MAX SEE SIZE RANGES FROM TABLE 8 6 9, SHEET 5 EXAMPLE CONFIGURATIONS 40" +{ 76' MAX. �®f � Li MULL 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 8 9, SHEET 5 11r MAX. HEIGHT OR WIDTH OIX (SHOWN) ORO�X (SHOWN) OR XtQ {WADE STILES AND WIDE RAILS SHONM ON SIDELITES)_ +{I 40' 3MAXs MAX I"MULL �i 1' MULL I ONO (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES) 40' MAX. 38-314' HORIZONTAL. MULLION LENGTH I�'r---1 I 40" MAX. TYP. `— I"MULL 96' MAX. VERnCAL MULLION LENGTH •%GM : : ••• :4O�IMUMOF2OF2 N STILES AND NARROW AND NARROW • • • MULtED SIDELITES RAILS S W/N ORRAILS S OR �IDEL9TET • • • E S AND NARROW O/O WITH 4 • • • I ON SIDELITES • • • • • • • • HORIZONTAL NOTES: 1) 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 SLT/TR OR MULLED ASSEMBLY. • • 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWING RS A REFERENCE FOR SIZE LIMITATIONS. • • • MULLION WIDE STILES AND WIDE RAILS SHOWN ••• • • ••• ••• ON SIDELITES • • • • • • TRANSOM) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" MULL O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) H C) NO CHANGES THIS SHEET JR-04/10117 U UJI as K O o ct) r alap O cv r a O o uw i vl O J p OLLo a z co r UW 0 • 0 Q 79 W < 0"' o�p .oN JMp H- W Lc o Z 03 0 Z a Z 0 F- LL O N ® $ O 5 ,aa45 o S LL z Z U WO aioaG LL O LL J a Lo 0 J Z N 0 1 W LL a01 'asap sauas ... ,0'o `( LYN,y'�i a�•. LICENSE'•. C��i: * : No. 58705 pTE .�� O�ltq ' . ORION s;S,701VAL IENG��` A. LYNN MILLER, P.E. P.Ea158705 GLAZING DETAILS 1-3116' NOM. GLASS STACK I-- LAMINATED 1-N16" NOM. GLASS STACK 1-3116" NOM. GLASS STACK _ �{ LAMINATED 7C�LASSSTACK I fff GLASS STACK GLAAISS STACK _ SILICONE \ _418" ANNEALED GLASS /8' ANNEALED GLASS GLASS STRUCTURAL 17/18" AIRSPACE /�0. PVB 5l8" AIRSPACE �.0�. PVB 9116' AIRSPACEG �• POLYISOBUTYLENE 1/4" MOM. 118' TEMPERED GLASS �. 1I8' ANN ALED GLASS 3/16"TEMPERED GLASS • 1/8" AN EALED GLASS - 1/8-TEMPERED GLASS LNEALED EALED GLASS WITH DESICCANT EXT. GLASS 37 KODISPACE . u\ t/16' EXTERIOR 14 11/i6' ,46.4SG TPS EXTERIOR //,,EXTERIOR'I BITE �hl GLASS BITE � BITE �3 /__V_'�V1;a, ., „-- ,o .o �INT. GLASS �� GLASS TYPE 1 \J GLASS TYPE 3 GLASS TYPE 2 STRUCTURAL HOT -MELT BUTYL USED IN DOOR ONLY USED IN DOOR ONLY TYP. WIDE FRAME GLAZING D AIL, NARROW FRAME SIMI SILICONE FOAM /-3/18" MOM. WITH DESICCANT 1-3/16" NOM. _ GLASS STACK Imo— LAMINATED - 1.3I16' NOM. 1-31lB NOM. GLASS STACK LAMINATED GLASS STACK 7/16"LAMINATED EXT GLASS `SUPER GLASS STACK GLASS ) I GLASS STACK GLASS STACK GLASS SPACER / 3/16" ANNEALED GLASS 3/16' ANNEALED GLASS 3116" ANNEALED GLASS NyT7M /� 1/2" AIRSPACE - _,OgO^ SG 9/16- AIRSPACE / .090" PVB 1 /2" AIRSPACE OW PVB / 1/8' TEMPERED GLASS Imo' GLASS 3118" AN EALED GLASS 3/i6"TEMPERED GLASS 3/16" NyNEALED GLASS 3/16" AN EALED GLASS 3H 6' TEMPERED GLASS-, 11/16" EXTERIOR 14 11/18" 14 11116" EXTE:yp EXTERIOR O GLASS BITE GLASS BITE aGLASS BITE ALUMINUM a J*OA. EMENT 37 38 39 40 ) `fin 37 38 39 40 42 41 41 BUT 62 DESICC 41 GLASS TYPE 4 41 - GLASS TYPE 5 GLASS TYPE 6 DURASEALO TYP. NARROW FRAME GLAZING TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING EXT. GwsO SPACER DETAIL, WIDE FRAME SIMILAR. DETAIL, WIDE FRAME SIMILAR DETAIL, NARROW FRAME SIMILAR „PVB" = 090" TROSIFOLO PVB BY KURARAY AMERICA, INC. AD GLASSLAMINATED GLASS STACK "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. i3/t6" ANNEALED GLASS �.090" PVB - --311 EALED GLASS • • • • • • • • • • • • POLYISO- DESICCANT FILL AREA • • • • • • • • • • • • • • • • • • BUTSEA �- 5116" NOM. 27 11116" • • • • • • • • • • • • • r SILICONE SEAL GLASS BITE J- • • • • • • • • • • • • STAINLESSRO ROLL-FORMED EDGETm EXTERIOR 46 �XL `/ SPACER a• • • • • • • • • • • • EXT. GLASS GLASS TYPE 7 • . . • • . • • • • • • • • • • • • • • • USED IN DOOR, (SHOWN) • • • • • • INT. GLASS 8 SIDELITE/TRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 8 8970 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED '"plyi., w•itb 1Me Flari" Building Curie / "O Acacptaue No Expilatir:a Dat By Miam aria •O-„ C) ADDED SPACER DRAWINGS - ' JR-04/10117 U LU 2 as } � al"C 0 421 c�cm OJ arc O ❑ Oro Z m D U U_ ®� Xs a 1— Z �_ a u OMO o W rc H I.- , Z ❑ LL zz O O aa45 <Z W a n W ❑ O LL Z � 41 U Z J � C7 LL aN!1 '�saO 6dua$ LYNN F * : No. 58705 OF OR ZOIVAL /7/111111t\ A LYNN MILLER, P.E. RE.A` 68706 SINGLE DOOR INSTALLATION W 4' MAX 4" MAX 91n MAX. r 9' MAX. 91n' MAX f CENTERED BETWEEN CENTERED HINGESSEEi BETWEEN SEEI NOTE 1 12' O.C. NOTE 1 CENTERED 11 @ LOCK CENTERED BETWEEN �'� HES i� T1MAX. BETWEEN HINGESS, I I kjI I 0-12" L 9" MAX. MAX ANCHOR REQUIREMENTS SAME AS HEAD X •70.0 PSF Glass Types 2 8 7 X & XX Door. Deslpn Pnsan ♦ 8as +1 DOUBLE DOOR INSTALLATION (XX) I'� ASTRAGAL CLUSTER ENTS ^ — XX, (USING ASTRAGAL) 4" O.C. MIN., SEE TABLE 4, THIS SHEET, -FOR QUANTITY SEE TABLE 1, SHEET 1 FOR TYPE 1 I I I I SEE NOTE I 1 XX Door. Astragal Gusts r Anchors Required g Head & Sill Door Width (in) 46 60 72 7fi ` RRE Si ��Og 0 0 !b 4 4 4 5 4 5 4 4 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 & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: HORIZONTAL MULLION DESIGN PRESSURE +1.70.0 PSF SIDELITE-TO-SIDELITE MULLION INSTALLATION 00 -- SEE MULLION CLUSTER DETAIL BELOW I I I I I I I I I I I I I I SIDELITE I-PSIDELITE I ANCHOR REQUIREMENTS SAME AS HEAD MAX. ` 6" ` � MAX 4" O.C. MIN.,, II 1" MULLION +4' O.C. MIN. SIDELITE-TO-DOOR MULLION INSTALLATION (XIO OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) -- SEE MULLION CLUSTER `, DETAIL BELOW SEE TABLE 6, THIS SHEET, FORANCHOR QUANTITY. SEE TABLE 1, SHEET 1 FOR TYPE ~•_,SAME AS HEAD ..�_ MAX. ` 6" i 4" O.C. MIN. I 11 11 � SIDE- DOC Anthers Requlmd for a Vertiml Mullion (each mullion end) Door or SIdelfte/Tlarleom Width (In) 12 24 32 W V4 40 Mullion H.Wtd m Eg U m E3F3 o m U O 4g4 m U a O m 'g' U o ' (in) g' Door 80 WA 2 1 2 2 1 3 2 1 WA WA WA SLTRR 1 2 1 2 2 t 9 2 7 3 2 1 Door WA 2 1 3 2 1 3 3 2 WA WA WA SLTRR 1 2 1 3 2 t 9 3 2 3 9 2 AX. ON H IN CAL TIONS 1' MULLION + 4" O.C. MIN. 11 WSEE TABLE 6, THIS SHEET, FOR ANCHOR QUANTITY, SEE ' TABLE 1, SHEET 1 FOR TYPE FOR "OUO(1O" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR ()X), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. / TRANSQiv1 j `\`1 1. MULLION • • • • • • • 6" 11 HORIZONTAL • • • • • • • • WSTOUC&10N6: • • • 1) OOIORNINOE JAMBSOF44LL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.. SEE TABLE 1, SHEET 1, FOR - — 1 I MAX. MULLION • • • RLL RPPROVRD ARMORS. TOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH I I 1 11 APPLICATIONS • 9-tn' I ALWAYS I�UIRE• • • R)I I-ni1�ON(RE(OMMENDED 010 FLATHEAD SMS OR 3116' FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2 F A M LLEElk;,. &MINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR TWO (2) ANCHORS EXAMPLE, ON AN "XIO' CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DOOR OR �� (TYPE A-D) AT EACH DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. SIDELITE - �'�-, '--_ _ MULLION END. • ••• • • • ONES: • 4)SINGL`DCflR MAY I&IFAIFIGHT-HANDED. • • • &)4iYLLIONS16HOWN AFW_ STAN*RD 1' FRENCH DOOR MULLIONS. 40' MAX. MULLION LENGTH IN HORIZONTAL APPLIQA�IQNS. • • TRANSOMS WIDER THAN 40' WILL REQUIRE ADDR pIAT. • • •) MOLL® CONFICURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THEtOVIES19COMPOPENIF OP I" BE THE OVERALL ASSEMBLY OF. h~�r" STRUCTURE OR DADE-APPROVED MULLION BETWEEN • 4) FRENCMDOOR MULLR)N 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 SIDELITE/T%WSOM OR MULLED ASSEMBLY. TRANSOM AND DOORISIDELITE. R1 FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C) NO CHANGES THIS SHEET JR - 04110/17 z` W $ � U yea ai Y T.9 N a1a° O '- N o A �T o 0 ZJ ^� LL D = LL a ¢ TO LU I.- C4 Q Z m y Z ¢ O v ® $Lii+ O W laa4S F U W W Z Z WIr along O LL 2 L s U > 0 0LL agll �osa° savag 1,I%I I II II" / N * No.58705 WAI 70NAL ��G``• ll r n 111111 A. LYNN MO.LER, P,E. P.E.e 58705 I AtlLt e: SldelltefTransom Design Pressure (+/-, psi) for Glace Types 3 6. 4 Lonq Side (In) 633/16 66-5/8 1 68 70 72 76 78 82 84 88 92 96 98 104 108 ill 24 3 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 + -7 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 8 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 32 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +I-70 +1-70 36 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 383/4 +1-70 +/-70 +l-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1.70 40 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 42 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/.E9.6 +/88.5 44 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/89.6 +/886 +/87.7 +187.3 c 46 +1-70 +1.70 +1-70 +/-70 +1-70 +/-70 +1.70 +/-69.4 +188.7 +187.6 +/86.5 +/85.6 y 48 +/-70 +/-70 +/-70 +1-70 +1-70 +189.9 +188.1 +187.6 +187 +185.8 +184.7 50 +l-70 +1-70 +/-70 +/-70 +1-70 +/$8.4 +/87.6 +/-66 +/85.4 +/-64.1 N 52 +/-70 +1-70 +/-70 +1-70 +/89.1 +/87.1 +/86,2 +/.64.6 +/83.9 54 +1-70 +1-70 +1-70 +189.2 +188 +185.9 +185 +/83.4 66 +/-70 +/-70 +189.7 +188.3 +187,1 +184.9 +183.9 58 +/-70 +1-70 +l89 +187.6 +186.3 +184 80 +1-70 +/89.6 +/88.5 +/87 +/85.8 62 +/-70 +189.2 +/88 +186.5 833/16 +/-70 +189.1 +/87.9 +186.2 668/8 1 4189.1 1 +188.9 IAtlLt tl: Sidelite/Tranow Design Pressure, psf for Glass Types 5, 6 a 7 Long Side (in) 633/16 66SI8 68 70 72 76 78 82 64 88 92 96 98 104 108 111 24 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 28 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +l-70 +1-70 +/-70 32 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 35 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 30-3/4 +/-70 +l-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-6R9 +/89 +/88.3 +/87.9 40 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +189.8 +189.3 +188.3 +187.4 +/86.7 +It6.3 42 +1-70 +170 +/-700771-70 +/.69.5 +/88.8 +/-67.6 +187 +/-66 +185.1 .G 44 +/-70 +/-70 +/-7089.1 +I87.5 +/86.8 +185.6 +185 +/.64 46 +/-70 +/-70 +189.487.4 +185.8 +/85.1 +183.8 +/83.2 48 +/-70 +/8B.8 +188 1E16 +/84.3 +/83.5 +182.2 50 +/89.9 +187.6 +186.884.7 +1-62.9 +/82.152 +/89 +/86.6 +1-..783.6 +181.7•54 +188.3 +/857 +/-64.8.82.6 • • • • • • • • 56 +187.7 +185 +/.64.1 +1826 • • • • • +184.5 +183.5 • • • • • • • • • • • fi0 +187 62 +186.9 • • • • • • • • • • NOTES: • • • • • • • • • • • 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. • • • • • 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •• • • • • •. • - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28" O.C. MAX. I IF LONG SIDE IS 40' OR LESS 1 I I 23-1n• o.c. MAX. I IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) -i 28" O.C. MAX. IF SHORT SIDE IS 40' OR LESS ------------ (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 23-1n" O.C. MAX. IF SHORT SIDE IS OVER 40' 71 1 SEE TABLE 10. SHEET 6 FOR ANCHOR I QUANTITY, SEE - I TABLE 1, SHEET 1 j FOR ANCHOR TYPE. i i I I 1 I `1 I 12�MAX (LONG SIDE) 231n" O.C. MAX. IF SHORT SIDE IS OVER 40" I SEE TABLE 10, 28' O.C. MAX. I I I SHEET 6 FOR IF LONG SIDE IS i i ANCHOR 40" OR LESS 1 QUANTITY, SEE 1 TABLE 1, SHEET 1 FORANCHOR TYPE. I I I I I I I I I I I I 23-1n' O.C. MAX. I I IF LONG SIDE IS OVER 40" I I 1 1 I I I 1 12"MAX (LONG SIDE) 6* MAX. �I --------- (SHORT SIDE) (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) PRODUCT RSVIT as ¢empl' with Ore!Ftsslr� Beildwa Code Ac•ptlaoe Nu �//vJ+�-� £�QlnitlOe Dale / N' I q C_.r FRNO CHANGES THIS SHE- 04/10/17 • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • • • NOTES: • • • • • • • • • . • 1) NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMB•Y. • • • • • 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. ®0000000000000000©©©©©©©©©©o©©0000 ��0000000000©o©o©o©©©©o©o©o©o©©0000 ®r�00000000©o©o©o©oo©o©o©o©o©o©©0000 moo©o©o©o©o©o�0000©o©o©o©o©o©©0000 ��s�o©o©o©o©00000000©o©o©o©o©o©©0000 O�oo©o©o©o© o000000©0©0©0©0©0©©0000 ��©o©o©ate©0000000000©o©o©o©o©�� ©o©o©000000000000©0©0©��■�� ©�©o©o©0000a�oo■v0oo©©tea©�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCf REVISED az —plying with the Fkrida BwAing Code A:eeptiurtao No Mu � .V C) NO CHANGES THIS SHEET JR-oanal7 V ti SA o 0 LL Z CD W U 00 • i ~W 2' umo�0 oN HMO O O Z W LL z ~ O ¢ Z � i = Z 0 = Z ZW a!os o LL ¢ ,n w c O (zI LL �``�t11Y1LYN * r No. 58705 ONAL A. LYNN MILLER, P.E. P.E.R 58705 EMBEDMENT 1/4" MAX. EDGE DISTANCE�MSHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. 1 ANCHOR PER HINGE I JTO BE THROUGH _ _ SUBSTRATE. MIN.#10FLATHEAD r77 SMS, SEE TABLE 1,SHEET 1. \� EXTERIOR lul In' DETAILL 2X WO00 BUCKSTRIP ALSO SEE BELOW OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING TABLE 1, SHEET 1. THE CORRECT LENGTH OR 1/4" STAGGERING LOCATIONS. EMBEDMENT MAX. " -SHIM 23 23 10 EDGE 16 DISTANCE � l 1 IIJI/l INSTALLATION 29 OPTION 2 41 INSTALLATION e ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. L--- J"J v L� EXTERIOR EXTERIOR 32 •• •• • -� •• Ll I& 1' FRENCH DOOR MULLION • • 1 • 0 •�%• • 20 2 •• • • • • 1 ANCHOR PER HINGE TO BE THROUGH • • • • • • • • • • • EXTERIOR DETAILLA DETAIL • • • • • • • • �L SUBSTRATE. MIN. 3/16' FLATHEAD -•-i • • • • • • • • • • v ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. INSTALLATION NOTES: `� 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND ED% DIGTANC& LIMITS. A&IY INST4�LAJION OP'M41-10Nal MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • 000 • • • • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -IX-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X%VOOD BUCKS ARE WPTONAL IFVNIACAAYBE INSTAILED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X' ARE 1.1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE & WAOD 8@&S TO BE EN1 INNERLO BY OTAE. V OR AS APPROVED BY THE 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. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL TYP. ANCHOR TYPE. EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. PRODUCT REVISED 9 co plying With dw Florid• i4Wdmg Colo ry �^fJ1ffn,� LY A—ptanoo No '1._'. C) NO CHANGES THIS SHEET JR - 04/10/17 EXTERIOR 1' FRENCH DOOR MULLION DETAIL INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEDMENT TYP. ANCHOR TYPE, 1/4 MIUC. MAX EMBEDMENT AND EDGE DISTANCE PER < SHIM 23 SUBSTRATE,SEE EDGE TABLE 1, SHEET 1, DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. CONCRETEICMU ` PER ANCHOR REQUIREMENT 1X WOOD EXTERIOR BUCKSTRIP, SEE NOTE 2, THIS SHEET. SIDELITE/TRANSOM FRAME WIDTH DETAIL (F TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DOOR --► VISIBLE LIGHT WIDTH(DLO) i EXTERIOR ID DOOR FRAME WIDTH INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT OR STAGGERING LOCATIONS. EDGE DISTANCE EXTERIOR •• ••• • • • i • •• • • • • • • • • • 18 • •• • • • • • •• • • • • ••• • DETAIL G • • • • • • • • ••• •• • • • •• INSTALLATION NOES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGESISTAIII EMITS. ANY INSTALWITION OPINIQ"HOYW WAY BE USED ON ANY SIDE OF THE DOOR, SIDELTTE OR TRANSOM. •y, MASONRY. WOOD BUCKS DEPICTED ASD BUCKS DEPICTED ON THIS EET AS2X" ARE1-1/2RE BUCKS WHOSE TOTAL THICK OR GREATER. INSTALLATION TO THE SUBSICKNESS IS LESS TTRATE E � 8"-- BE EN;INItREP B?OT cERRSJNOR A: APPROVED BY TDIRECTLY OHE 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 T SOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • DETAIL�E 1/4" MAX SHIM EDGE DISTANCE 23 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. 52 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 1/4" MAX. 23 SHIM • 4 EXTERIOR CONCRETEICMU PER ANCHOR 32 V 17 17 REDUIREMENT INSTALLATION DETAIL C� OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. C) NO CHANGES THIS SHEET u JR-04/10117 U ? �2 �aa � � yo Y w u� O LO i J 6 N Z LL 11 Of U U_ ~ O W J ZLL to N z Q 0 .0 w 00 aays ® in Q z N O H Z LL O W 5 a,oas e LL K O -1Q Z U) to O j a111 Z '�sa0 LL salie5 .I ...... �'�'I.•. •.1�� * NO. 5870j5 ,* a 7Z F A-, -..ZORIDP.••• N ZONAL ��/rin1111\ A. LYNN MILLER, P.E. P.E.# 68705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH ' 1X BUCKSTRIP INTO MASONRY. EDGE I BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE 2X WOOD CONCRETE BUCKSTRIP 32 16 PER ANCHOR OR FRAMING, EMBEDMENT 4 REQUIREMENT o EMBEDMENT SEE NOTE 2, \ 1 " ,• THIS SHEET 1 1X WOOD __ 1X WOOD BUCKSTRIP, SEE P12ODUCT REVISED 23 BUCKSTRIP, SEE �� _ 2� �� NOTE 2, THIS SHEET. �; —plying withthe Flolid�t NOTE 2, THIS SHEET. /-. - — ,!a'TAx SHIM t7 1/4' MAX SHIM Building C.& ApimmmOM�l�llr�r7.i0Jl4 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE I j I 29 DISTANCE PER ANCHOR TYPE, jl SUBSTRATE,SEE -DMENT AND EDGE T SEE FLUSHBOLT TABLE 1, SHEET 1. ANCE PER SUBSTRATE, I I DETAIL, SHEET 12 TABLE 1, SHEET 1. AVOID I I RFERENCE WITH )SING ANCHOR BY B OSING THE CORRECT j I ;TH OR STAGGERING !(.y DETAIL�D \TIONS. 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 �Y ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X", ARE INSTALLATION BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10- 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2r ARE INSTALLATION ANCHORS 1-1121THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 - APPROVED BY THE AUTHORITY HAVING JURISDICTION. ��y�, 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER `/ SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH 114" MAX. S FRAME OF THE DOOR, SIDELRE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP OR FRAMING. SEE - l SYSTEM. NOTE 2, THIS SHEET �- I DOOR VISIBLE LIGHT HEIGHT(DLO) DOOR 33 FRAME HEIGHT 1 EXTERIOR a DETAIL INSTALLATION OPTION 2 • • • • • • • • • • INSTALLATION • • • • • • ANCHORS DIRECTLY • Y TM, ANCHOR • INTO MASONRY. • • T#E, "@DMEgt,, ].44E IJ • • ISTA ER• • / \ 1 SUBSTRATE,SEE TABLE 1, SHEET 1. • ••• ••• - •EMBEDMENT • C0jr.RETE PER • 11 • • ANCHOR 1 REQUIREMENT EDGE DISTANCE-- j • % • • • • • % • • • •• • • • •• ••• • 0 0 000 0 0 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET,. DETAIL SIDELRFJ TRANSOM WINDOW FRAME VISIBLE LIGHT HEIGHT HEIGHT(DLO) %(411 I DETAIL EDGE DISTANCE 29 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. 114" MAX. SHIM OR 3.4 KSI NON- SHRINK, NON-METALLIC GROUT -FULL LENGTH e EMBEDMENT 9M C) REVISED # 22 - JR - 04/10/17 U W a C13 w N N r 'ro- °+°p 3 Lo C7 N ay O 0 u1 Q J c Oro R Z (D S t7 = L V ®� 7 �e u..,G Ul ao H- Z'T x t 'oN prop o UJ — H � z uu, Z Q O O) O aa45 ® a 0 co P U 0 Z °lobs LL WF O W in w J Q N h O Z (n 0 j Z LL alll 'sap I E ,i°s �. `OvNl LYNAy ,'',,, ........... Mi .' LIGENSF'. �(� * NO.58705 -po G �ATME��' ((A�: TONAL IE \�.. A. LYNN MILLER, P.E. REA 58705 4.565 i 1.000" 1 O1 FRAME HEAD & JAMB #2D000,Rigid Cellular PVC 1.503" �•{ .080" 3.564' 1.075' 5 HINGE STILE REINFORCEMENT #20013,6063-T6 T+�z 1.359' ,062• INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC 4.922' 3.925' I 075" O LJ n ❑ .18r .312" 1.750' Q 3 q 1.375 2 FRAME SILL #20001, Rigid PVC .oeo• 3.518" .888" OTOP & BOTTOM RAIL REINFORCEMENT #20014, 6063-T6 3 PANEL RAIL & STILE #20002, Rigid Cellular PVC - 2.11 .278' .080" 3,518" 1.075' - 7 PANEL STILE REINFORCEMENT #20015, 6063-T6 �.140" 40' .281' 2-'1 060 060• 060" O14BEVELED O OGEE BEAD 15 BEAD #20005, Rigid PVC 420006, Rigid PVC --�{.632" 1.875" I 935• 0.125' .050" J � .386" SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC .314' � 1 .082' THRESHOLD 22 COVER #20057, 6063-T5 ANCHOR 23 PLATE #19031, 6063-T6 ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. 2.488" .761' T} I 3.518' .080" ACTIVE a ASTRAGAL #20016, 6063•T6 1+�-Iq450" .610" 070• 16 FRAME SCRE COVER #20007, Rigid PVC f285" --�•{ • • • .063- 24 THRESIHOLD 2 '�_ #20620 6063-T6• s • • • •• • �- 2.281" 582' Q 0Q 1.415r �075" 1 y OSIDELITE ADAPTER #20003, Rigid PVC 3.07V 1 az^ I 1.097" 374' .100" 4.561• .080' - - 3.918" 1.000" 9 INACTIVE ASTRAGAL #20017, 6063-T6 075" S �' .343 .840' 17 ADD -ON FIN/FLANGE 020008, Rigid PVC • • • •• .�J4 .oar • TT .200" J .050' 5 IP CAP • 620�21 a601i3 T6 10 1"FRENCH DOOR MULLION #20022,6063-T6 J+4 1.258' 1 O60' J_�F4- .375' .773" 062" T1.625' 1, RigRig" MULLION O� ACTIVE 18 CAP 19 ASTRAGAL COVER 20009id PVC #20011, Rigid PVC • • 26 HINGE TRIM • COVER #20023, Rigid PVC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .901" if O60" 1.041' 27 6"SQUARE BEAD #20047, Rigid PVC f'RODUCT REVISED a" _'pIyj'Q wih 8>c Florida liuildca8codn O 04. A n- os exPcfarioa _ 7 By NLmni edutl C) REVISED # 22 - JR - 04/10/17 W � U 1Y p C Y alb (7 � N O � p m ZLLCO �Y V VWo u? Je WUS F Z S2 -N JMO ~ J to p Q LL o Ix O 1aa4s 1- ® st O 0 = Z u L41 ZZ O aloes O K LL U) ~ J 6 O Z O aql 'sad sa�.a5 NY LYryV P��• �'' �10ENgF'• �� ::_ No. 58705 Pt 11NAI 0NG``. A. LYNN MILLER, P.E. P.E.# 58705 # POTPart# 0• cription Material 1 20WO D9 Sndelle/rrensom Mein rams oor r Mr 2 20001 Door F.— SIN RI9b PVC 3 20002 Panel Stle a Rag Cellular PVC 4 20003 SlleNm Adapter Rigid PVC 5 H Stile PaiMorce m Akin• 6063-TS 6 E13 20014 Panel Rail Rdrdorcertrnl Akan., 8063-TS 7 200111 Panel Stile Peirtbroemem Ak—, 6063-TO 9 20016 Acihe Aetna[ Rigid PVC 9 20017 hacthe Astralial Rigid PVC 10 2DO22 1' French Door Mullion Mum., W53-T9 13 2WN hacthe A.Irm l Corer Rigid PVC 14 20M 1.1/18' B" Bead Rigid PVC 1s 20006 1-1/16' Been Rigid PVC 16 2D0D7 Scww O—r Rigid PVC 17 2DWS Add•ur FinfFlulge Rigid PVC 18 20008 1' MuNbn Gp Rigid PVC 19 20011 Acthe Asbagd Co— Rigid PVC 20 2DO12 Single Door Astmgel Caen Rigid PVC 22 2D057 Th—hold Cover Aken., 8063-T5 23 19031 Anchor Plate Ak--• 9081T8 24 2DO20 Threshold Corer Mum., OD6378 25 2D021 Drip Cap RigN PVC 28 2DO23 Hinge Trim Cover ftid PVC 27 2DO47 7/16' Square Bead Mold PVC 28 Fin Weafh tdp 29 31 197113 714FPT4lM W Freme Wrdteutrp Frnro-lo-Wnde Slab Suave #14 X 1-1IT' Ph. FH, 16.825" O.C. Steidra SMI 32 7S101X Framrto-Nar. Slab Scmv #10 X V PK FH, 29- O.C. Stainless Steel 33 79X1FPT410 Reinforcement Strew #8 X 1' Ph. FH, 18' O.C. Stainless Steel 3< 710X2FPAX Frame A."nWV Screw #10 X2- Ph. FH Stainlwa Steel 35 714FPT41 W-W Slab Assembly Screw #14 X 1-1/2' Ph. FH Stainless Steel 36 71420X? 25 NW Slab Auer by Scow. 914 X2.1/4- Ph. FH Stainless Steel 41 20028 Selfhp Bock, 85 1/- 5 duno. l 42 Sack ang: Dov BM or GE-7700 Silicone 43 Arpon me 44 61-11-5140 H t Meg I 45 1052 S*dWQBlock 6'18- x 4' x 3HS', 85 +/- 5 dum Neopione 18 1514 Setti BIDck l/2' x l' x 1/8', 85 +-/- S dum. Neaprane 47 - 73 soo H•daere BOM. Table 12. Sheet 12 Aetelo 0MNs 91 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 a DLO HEIGHT SLTlTR 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 fell- ' 11 DOOR PANEL HEAD HINGE STILE DOOR PANEL LOCK STILE / f • • DOOR B / SILL • • w c SIDELITEfrRANSOM SILL WIWIDE FRAME (HEAD SIMILAR) PRODUCT REVISED as complying with the Florida Grdldm8 Cude ` , Acseptancs 1Vo � - {JQ'j-(_J Exnirettan Dore Miami o�7etCaWd P C)REVISED 022-JR-04/10/17 U W 0 M ne8 w nC Y 0 � r- e,on 3 U C4 3 W to u -- 2 Lo n, 0 OLLO Z cD VW C) U W F- Z S22 rc J N OLL Z m O QOf _ O Q laays ® J co Z W Z a W p al°'S O LL W tto U } C 5 v o a0!1 'Dsa0 s ua5 ON`( LYNN No. 58705 ATE S O11111 s�/ NAL11?�` A. LYNN MILLER, P.E. P.E.# 58705 • •• •• • • • •• •• ••• • • • ••• • • HARDWARE DETAILS & LOCATIONS 47-49 67 2 52,54 EQUALLY- / SPACED / 67 47A9 53-54 EQUALLY - SPACED \ 44" EQUALLY- MAX. SPACED \ ,1 10" 8" \ MAX. MAX.IA- TYR _ 70-72 "X" CONFIGURATION # PGT Part# Description Material 47 666032701 P3000 3-PT Rhino Lock (68"), Amesbury Inc. Stainless Steel 48 665032702 P3000 3-PT Rhino Lock (o\er 6'8" ), Amesbury Inc. Stainless Steel 49 71032XVPFX Rhkro Lock Screw: 1 D32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20026 Canter Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, ( : #10 X 1" Phil. FH 410 S.S. 55 7BX12PFHUX Strike Plate Screw, XIq: #8 X 1/2" Phil. FH 41U S.S. 601 75B1202 Flush Bolt (XX) 61 7803725 Flush Bolt Rod Q09 62 420034 Flush Bolt Guide pOQ 63 7832X12FPXP Flush 801t Guide Screw B-32 X 1/2" Phil. FH 64 48033N Gulde Pin ()OQ 65 88036 Flush Bolt Strike Plate (M, Amesbury Inc. Stainless Steel 66 7832X12FP)(P Flush Bolt Strike Plate Screw, ()Og: #8 X3/4" Phil. FH 410 S.S. 67 \arias Handlell-mer a1•rias Dummy Handie/Leuer 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw. #10.32 X 1" Phil FH Stainless Steel 72 7S101X Hinge, Frame Screw #10 X 1" Phil. FH Stainless Steel c "XX" CONFI HINGE DETAIL • • • • • •• • • • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• Is • SEE DETAIL, TOP LOCK SIMILAR \ 9116" BEYOND PANEL FLUSH BOLT DETAIL: 'rODu("T [ evisFD :.. re"lyl= 8 with tFe Ftore3s Lin.' ptB(ode "D Lxpirsrion p•.Ne nr.,:,u Plodkw C) NO CHANGES THIS SHEET JR - 04/10/17 a U > 7°a w_ 0 i° Y U) 0" In p J 00 Z W O VW 1-09mo W Z < W lY 'ON o > F I,- o Z J co LL Q Z Q W J Q O N r � � ® gN O LU ii = : CO ~ x Z Q W Ix O LL -J Z u�7 w U > 0 0 °II!1 '°s°p s°ues * No. 58705.•77 *' MATEI� r,,ONAL \ \ \ �. A. LYNN MILLER, P.E. P.E.# 56705 JOB# 10848626 WINDOW AND DOOR INFORMATION SHEET Name LEON Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 17-0411.08 1 PNL 65 70 48.6 52.8 71 51 NO NO 2 5 17-0411.08 1 PNL 65 70 48.6 65.1 52 37 NO NO 3 4 17-0411.08 1 PNL 65 70 48.6 52.8 37 37 NO NO 4 4 17-0411.08 1 PNL 65 70 48.6 52.8 37 37 NO NO 5 5 17-0411.08 1 PNL 65 70 48.6 65.1 73 37 NO NO 6 5 17-0504.05 PD-F 70 70 48.6 65.1 74 80 NO NO 7 4 17-0504.05 PD-F 70 70 48.6 52.8 74 80 NO NO 8 4 17-0504.05 PD-S 70 70 48.6 52.8 16 80 NO NO 9 4 17-0504.05 PD-S 70 70 48.6 52.8 16 80 NO NO 10 5 17-0411.08 1 PNL 65 70 48.6 65.1 51 37 NO NO 11 5 17-0411.08 1 PNL 65 70 48.6 65.1 73 51 NO NO 12 4 17-0411.08 3PNL 1/4 55.5 55.5 48.6 52.8 111 51 NO NO 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 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Shores Village ;, BY DATE 'ZONING DEPT - BLDG DEPT SUHJFCT TO COMPLIANCE WITH ALL FEDERAL S fA FE AND COUNTY RULES AND REGULATIONS 1 OF 1 5 4 3 2 144 NE 99 ST, MIAMI SHORES (LEON) EGRESS .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . FLORMA 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 PRE55URE5 IN P5F 170 MPH VELOCITY - EXP05URE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 4 z5 z4 z5 z4 4 z5 z4 z5 0-15 1 34.6 37.5 46.1 37.8 41.0 50.6 16-20 1 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COU NTI E5 WIND PRE55URE5 IN P517 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 1 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 1 36.7 39.7 48.9 40.1 43.4 53.6 16-20 1 39.0 42.2 51.9 42.6 46.2 57.0 21-30 1 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 -50 47.2 51.2 630 51.6 56.0 69.1 -6 t 449.1 53.2 65.4 53.6 58.2 718 ATION EXAMPLE MIAMI-DADE COUNTY WIND PRE55LIU5 IN P5F 170 MPH VELOCITY - F-XP05URE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 I z5 z4 do z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 1 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COU NTI E5 WIND PRESSURES IN P5F 175 MPH VELOCITY - FXP05URE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 A z5 z4 z5 z4 & z5 z4 z5 0-15 1 44.5 48.2 59.3 48.6 52.8 65.1 • 16-20 1 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.r. 90.2 51-60 56.6 61.3 75.5 61.. 67.1 82,9 LOCATION EXAMPLE MIAMI-DADE C"41TY i •.. • . GENERAL NOTES: • • • • • • • • 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS RRI AN • • SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY S L4K THE DE" rj 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 ENJIRIEF•.. •*rHE SIGNATt3RE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10NPUBLICATION.* 3• DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVA•LUATIONI3 .... REQUIRED BY THE CITY OFFICIALS. 4- str EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely s4&M obutin ction hag tMe size of single family dwellings. For building <- 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building Pw • • e B prevails in the u • exposure p 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 301, 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) •••••�.••.�.��. 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) •• F 11�E - TRIBUTARY AREA: 10 SQF ••• 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the �••• tJ ,.•••• ••••., �G Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. •�• Q� C E PPMF Inc CA 32459 950 N. Pine Island Road #915 Plantation - Florida 33324 E-mail: PPMF@AOL.com a<=BWx0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW No. 52609 - -' STA E OFCkr Fs \ ••�♦ � .TONAL "E!.' ••• • DATE: 09/17/2018 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL 9/17/2018 MIAMI-DIADE MIAMI-DADE COUNTY womh... 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.miamidndeaov/econom PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. includine the Hieh Velocitv Hurricane Zone. APPROVAL DOCUMENT: Drawing No. MD-HR5510•-01 titled "Horizontal Roller - LM", sheets I through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, sigt"44d sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product ControOkevisio$ stamp with* the Notice of Acceptance number and expiration date by the Miami -Dade County Product Controi•Seotion. •. ...... . .. ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...:.. LABELING: Each unit shall bear a permanent label with the manufacturer's aMVor logo,,"cI y. state, • model/series, and following statement: "Miami -Dade County Product Control Approved", unless o1herwise�: ..... .... ..... noted herein. • .. .. .. ...... RENEWAL of this NOA shall be considered after a renewal application has been-filed� and tZo,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 revision or change • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as anegn4ttement 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 Expiration Date: ep em er , Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NX7m spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading der FBC TAS =94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-94. • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and.TAS.20244 •..' ....:. 5) Large Missile Impact Test per FBC, TAS 28144• • 6) Cyclic Wind Pressure Loading per FBC, TAS•243-94 "" • Y • along with marked -up drawings and installation diagram of se4jj * l 0 and• s jne s • • ; • • • 5510 PVC horizontal sliding windows, prepared by Fenestration *LeAing "I:Qratory, . •. • • • Inc., Test Report No. FTL-8072, dated 02/03/15, signed and seale6by Idalmic Ortega, P.E. . . . . . ...... ..... (Submitted under NOA No.15-0903.10) .00 • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge M. Plasencia, P.E. Pr uct 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 (CONTMED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS : • • • : • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerjga, Inc. fQ; their • • •; • "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer�:dated731'/d9717, ....:• expiring on 07/08/19. • • • • • • • ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amat' th, Inc. fof n8r • "SentryGlas® (Clear and White) Glass Interlayers" dated 0.VF «5 expz n' *on . . 07/04/18. ' .... .... ...... 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fene: tm(ion Solutions USA • for their "White Rigid PVC Exterior Extrusions for Windows anh DoW&".44ted • • • • • • 08/10/17, expiring on 02/28/18. • • 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration SoliVVUSA, • Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. Prp uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0903. 10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. .. .. . . . . .....• .... .... . . . . . .... .... ....• ...... .... ..... .. .. .... ...... . ...... . . . . . ...... ...... . . ...... .. . .. . . . . . 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 2-6 ANCHORS, CLUSTER DETAILS 8" MAX. A SEE r SEE SHEET 5 L•� 10" MAX. SHEET 3i }T I EQUALLY SPACED ANCHORS PER TABLES 17-22 / SEE SILL •'' { --j- -EPHOLE----/ 4" O.C. DETAILS, BETWEEN SHFET3 `_.� + �— 2-3/4"MAX. O.C. B, SEE SHEETS - I ., I A 19" 76" MAX. D.C. MAX �r BUCK iHEIGHT I I 01® I I I W MAX III 3" MAX. �}( �— 75' MAX. BUCK WIDTH —+{ ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION 1_ SEE SHEETS D, SEE 916 r._ aSHEET4 j 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 —\ B" MAX I DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE & SMALL MISSILE LEVEL, SEE SHEETS 8-8 IMPACT RESISTANT t 5.&5' I+— t8.94'Ma. SO.C. TAX. O.C. I _ B, SEE EET3j' �S23PER 8 � OL£� SHEET 3 SEE �r ` E UALLY PACED / I I i e7 MA) -27 HEIIC MAX. B , 4" O.C. BE EN WEEPHOLES 3" MAX 3 140. MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES / STANDARDS USE •2017 FLORIDA B CODE (FBC), 6TH EDITION U,_ .CODE (FBC), 5TH EDITION -ASTM E13OM9 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE NY INTHE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. •ALUMINUM DESIGN MANUAL, ADM-2015 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 :ALUMINUM S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. •AISC 380-10 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-M' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN C. SEE r 10" MAX. SHEET4+ E, C SH 1 - 72' MAX. E BUC1 S I HEIGHT ANC SEE T I TABLE SHEETS J 9-16 O_ X I I _ 4" O.C. I Ir SEE SILL DETAH IaLSE SEE S 3" MAX. WEEPH SHEET4 BETWEEN I_ DETAILS p EEPHOLES SHEET —_'illy 75" MAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES' A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3R 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 NOS & ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 11111 t GENERAL NOTES ......................... 1 ELEVATIONS ....... . .. ..................... 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEGBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANN EL ...................... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES ..................." ANCHOR QUANTITIES ................. 9-16 EXTRUSION PROFILES & BOM.... 17 ASSEMBLY ..................................... 18 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD ST"AIIP"E J, 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX. XO, XOX). SIZE. GLAZING OPTION FROM (TABL91) AND • • • " • L �N 7� • ,� y►,Q .. �,- �� ReWeed W. JR DO&' 03/27/17 Revieton: UPDATED TO FBC 2017. ADDED TBLS. REINFORCEMENT LEVEL, DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW WENING USIW •� •��i•'' pCEYSF•• �� NOTE TD ANCHOR QTY. TABLES 6-16 (SHEETS 6.8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING• • (1R•:� i .00 F• (� � Revlxd By: Dote: Rerhlore OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. • • • [ •: • •R ..g.__ •� * 'i "V w• 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE IA�ALLA9ISM CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES I7-27(SHEETS 9-t8), VERIFY THE ANCHOWSUBSTRATE WILL MEET ? ; •^ • ' _ .O vvulll GENERAL NOTES & ELEVATION REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET _- -3 3 0- '•., SET ARE MET, ! • 5)INSTALL AS PER SHEETS FOR FLANGEEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHA[11N�I•INST,gILAT10N. -g '1� iS,� •. �ORIEA,.G� 1070 TECHNOLOGY DRIVE N. 1V}Et4110E. FL 134275 600 HORIZONTAL ROLLER - LM PRODUCT REVISED as complying with the Florida Bonding Code NOA-No. 1740411.08 F.lcpiraswn o;t• 09/24/2020 By Mla J ROSOWSKI 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. • • • : • : : re 0AIAI.11E 1t�� • COPYR1eMO2017 �eR ES't1G sense/user• SOae: Sheet: D—kv NO Rev: NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (1CHANNEi, FLATC+f, : • : LYN�1i1I�EK•P.E. • CERT. OF AUTH.929296 HR-5510 NTS 1 OF 18 MD-HR5510-01 B INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. P.E.p587E5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I Ht1Lt l' Glass Type HLLUrvH6LC W"J� Description (Listed from Exterior to Interior) 5 7/8' Laminated I. G.: 1/8- A Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Lites of 118' A Glass with .090' PVB Interlayer 6 7/8" Laminated I. G.: 1/8" T Exterior Cap + 7116' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 7 7/8' Laminated I.G.: 3116" A Exterior Cap + 318" 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 + 318' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .09T PVB Merlayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/15" Air Space + 6/16' Laminated; (2) Utes of 1/8' H Glass with .090" SG Interlayer 11 7/8' Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 5/16' Laminated; (2) Utes of 1/8" H Glass with .090" SG Interlayer 12 7I8" Laminated I.G.: 3/16" 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.: 118" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .09T SG Interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 114" Air Space + 7116' Laminated; (2) Utes of 3/16" A Glass with .090" SG Nltedayer 16 7/8" Laminated I. G.: 3/16- T Extedor Cap + 1/4' Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Inledayer Group Anchor Substrata Min. Edge Distance Min. Embedment• A #10 SMS (steel, 18-8 S.S. . or 47S.S) P.T. Southern Pine (SG=0. ) 7116" 1 B" Steel, A36" air 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' WIT' 0.050" 3116" steel Uh2con P.T. Southern Pane (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/e" Ungrouted CMU, (ASTM C-90) 2-1/2' 1-114" B #12 SMS (steel, SI S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) w16" 1-No" Steel, A36' 318" 0.050' Steel Stud, A653 Gr. 33' 31W- 0.0451" (18 Ga.) Aluminum, 6063-T5' We. 3/8" 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2" 1 raconI.T. Soult- 1/4" steel Cretellex Concrete (min. 3.35 ksi) 2-112" 1-3/4' D 1/4" steel Cretetex Ungrouted CMU, (ASTM C-90) 2-11T 1-1/4' P.T. Southern Pine (SG=0.55) 1 1" 114" steel Aggro Gator Concrete (min. 3.275 ksi) 1-1/7 1 3/8" 1!4" steel Aggro-Gator P'T. Southern Pr Grouted CMU, (ASTM C-90) 1 2 2" Group Anchor Substrate Min. Edge Distant Mln. Embedment E 2-1/2" x .131" Common Nag P.T. Southern Pine (SG=0,55) 3l8" 2-7/16" 2-112" Rlrgahank Roiling Neil P.T. Southern Pine (SG=0.55) 318" 2-7/16" F #10 Trusshead SMS (steel, 1&8S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 1/2" 1-3/8' Alumirwm, 6083-T5' 3l8" 0.05W Steel Stud, Gr. 33' 318. 0.0451' (18Ga.) Steel, A36' 3/8" 0.050, #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/1 B" 1.318, Aluminum, 6063-T5' 318- 0.063" Steel Stud, Gr. 33' 318" 0.050" Steel, A36" 318' 0.050" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 'A"= ANNEALED "H" = HEAT STRENGTHENED 'T' = TEMPERED 'PVB' =.090' TROSIFOL® PVB BY KURARAY AMERICA, INC "SG" = .D90" SENTRYGiAS6 INTERLAYER BY KURARAY AMERICA. INC. GLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 301. • Material Min. F" Steel Screw 120 kai 18-8Screw 95 ksi 410 Seiew r92ksl 110 ksi Eko Aggre-GatcM 96 ksi Elco UtraCor6 177 ksi 410 SS Eloo CmteFlexO 189.7 ksi 6063-T5 Alnirnan 22 kai A36 Steel 35 kai 58 ksi Gr. 33 Steel Stud 33 ksi 45 Kai INSTALLATION NOTES SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE 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 1-1/2"THICK OR 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 70 AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Frame Types (see Fig B) Glen Options (see Table 1) Installation Conditions Subdrale Option Detail Sheet JC'Annal 01) 1 4 Through the Integral An...... ....into 2X Wood Frarne/Buokatdp - sheet 4. option 6 ....Into Metal - sheat 4, option a Through the tarrne of the window ...... ....Into 2X Wood FramdBuckstdp - onset 4, option 6 .... into Metal - sheet 4, option 7 Flange (02) 1 4 Through the hems of the window...... ....into 2X Wood Frama/Bucksldp - sheet 3, option 1 ....kto Comrete/CMU - sheet 3, option 2 ..,.through 1X Buckatdp into ComrGdCMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 Integral Fin (g3) 1.4 Through the integral an...... ....into 2X Wood FrarnefBuckstrlp - sheet 4. option 5 ....into Metal - sleet 4, option 8 Through the tame of t e window. --- ......Into -..kto 2X Wood FrarnQMuckstdp - shest 4, option 6 Metal - sheet 4, option 7 Box / Eg04) 1.4 Through the frame of the window..........thro ....Into 2X Wood FnmsMuckstdp - sheet 3, option 1 ....I to CencretelCMU - stwt 3, option 2 1X Buckstrip into Comrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 4 g. ■ .,iEQUAL- :• y.- LEG �s -i h inwcm Ir .• ••• . . � Y y r Uil7<N •• ••• *; • No.L74 •i - • MIN. OF 3 xl .1, -3 3 , to). ST E'�� • 1070 TECHNOLOGY DRIVE C ONb 8�' MUBST •E. • • • • • (4 • `s4�� /�� ORIDP"•." �7 �� • N. VENICE. FL 34275 (941H80-160D wusmlra. ra i RA- • • �W/VAL �•� �1 • •// . • car+woNrevonrm ALLaxam • • • • • 41LytiN 1tlIP'Enl)i'.E • • • • • • P.E#597.6 • CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4ead Br Dote: I Rarbfon: JR 1 03/27/17 1 NOCHANG-THISetEET. PRODUCT REVISED as complying with the Florida •u11ding Code NOA-No. 17.0411.08 Expiration Dst•09/24/2020 ey Miamr-0� a Product Con GLASS/ANCHORS/FRAME OPTIONS J. ROSOWSKI Tale: cote. HORIZONTAL ROLLER - LM 05/15/15 Sarfw/1lodsC soots: Shsat "-wig N.Rer. HR-5510 NTS 2 OF 18 MD-HR5510-01 B INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. _ C� FLANGE FRAME _� n EMBEDMENT #10 OR#12 STEEL i i SMS (G5), SEE SHOWN I I JJJffL-- TABLE 2, SHEET 2. MAX SHIM U FFLIXE. DADE APPROVED MULLION, FBC COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VISIBLE VERTICAL OR HOR¢ONTAL. LIGHTTE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2, SHEET 2 BUCK HEIGHT VISIBLE 21 OROOR 23 LIGHT (SEE SHEETS 6-8) HEIGHT TYPICAL FOR ALL SASH WEEP NOTCHES 3/4" X 1/4'- 1-1/4"X 1/4' EQUAL LEG FRAME SHOWN INSTALLATION OPTION 2 ANCHOREDTHROUGH ' FRAME DIRECTLY INTO CONCRETEICMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE VERTICAL DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B-B FL FF Sh 114" MAX SHIM �r EDGE DISTANCE INSTALLATION 21R 22 OR 23 OPTION 4 SEE INSTALLATION NOTES SHEET 2 ( EE SHEETS ) ANCHORED THROUGH TYPICAL FOR ALL FRAME INTO METAL "XO' OR'OX" SASH —+-{ )•�— 1/4" MAX. SHIM FLANGE FRAME SHOWN OPERABLE SASH FIXED L.% I..J L.TE VISIBLE - _ LIGHT WIDTH VISIBLE �ZJ EXTERIOR 'Hi WIDTH '~ 74 nn ?4�01R25 26 V (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX' FIXED MEETING RAIL BUCK WIDTH ALL "XOX" FIXED MEETING RAIL BUCK WIDTH HORIZONTAL SECTION E-E (XOX) .'111(jj' CATION AS PER SECTION A -A ABOVE • • • � • • • • -,f�'� • • • w • A0 .• 000 • Qe14aef/ • • • • �10. 118705 •� INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. 1/4" MAX SHIM --� I EMBEDMENT 29 —v 28 EDGE DISTANCE (A\ -• •, ANCHOR TYPE, EMB IIII I\(YvlJj EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EQUAL LEG 1)AT MID -SPAN OF INTERLOCK FRAME hd((1) 3-1/2" FROM EACH SASH SHOWN CORNER AND AT CENTER OF SASH STILESMAILS 7-8) TYPICAL ("SASH EQUAL -LEG PRODUCT REVISED FRAME a complying with the Florida Building Code SHOWN NOA-No. 17-0411.08 )*to.- ReWabn Expiration D 0 24/2020 03/27/17 NoCRANGESTHISSHfr. By )ote: Rsrieion• Miami a Product Control VISIBLE LIGHT FORMULAS �� ':L 31 FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI (EQUAL CITE X080) ��` ATE 4iC 1070 TECHNOLOGY DRIVE rne: 0a� <OR10►,••' • N. VENICE, FL 34275 WIDTH: BUCY•W14TH/2 y1-1A' 'G-, +j• • • • �G;j` (B41H80 600 HORIZONTAL ROLLER- LM 05/15/15 HEIGHT: BUCIE HBIGHT-i114" • • • 1, ONAL•�^" 1��y covrr••Kromnrcr wouarraes W. • • • • /t•II t♦I I\%1 • I,ly ��o SerPsa/Model: SeUe: Sheet: Drolrlrg No. Rer. • • • • F•LYNNMIlERR.E. • • CERT. oFAUTH.#zBz06 HR 5510 NTS 3 OF 18 MD-HR5510-01 B • • • • P.E.# 58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X �- EMBEDMENT WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, EDGE SHEET2. Z� DISTANCE J-CHANNEL FRAME SHOWN n 1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 2. BUCK INSTALLATION OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 INTO METAL (INTEGRAL FIN/FLANGE REMOVED) --i i-- 1/4'MAX.SHIM 19 TYPICAL FOR ALL 'XO" OR "OX" SASH 30 16 '%OPERABLE \J SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. SHEET 2. EMBEDMENT 29 28 EDGE _—_ DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) FIN FRAME SHOWN INSTALLATION OPTION 8 i ANCHORED THROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SMS (G5j SEE TABLE 2, SHEET 2. 314' X 1/4" [J r-� - v 2l bJ-' - 1 LIGHT WIDTH r- ��J 14 1 J-CHANNEL 4• x 1/4" (l 3 (SEE SHEETS 6-8) TYPICAL FOR FRAME 16 ALL'XOX" FIXED MEETING RAIL SHOWN SHOWN 39 f" BUCK WIDTH PRODUCT REVISED 3 1/4" A+Ax HORIZONTAL SECTION C-C (XOX) as complying with the Florida SHIM MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE BulMing • FIN FRAME - �,1�1)AT 1) 3-112" FROM EACH SASH tt 1111111 NOA-No. 17-0411.08 CORNER AND (1) AT CENTER OF `� R.~ By: Data R-Won: Expiration Da 9/24/2020 SHOWN SASH STILES/RAILS • • • • • • • �� r NYlYNiy,t�"i'� NO CHANGES THIS SHEET. TYP. ANCHOR TYPE, _ • •,1 �r� •ij;.N ;T! JR 03/27/17 gY EMBEDMENTAND �� '.� R-1sed W. Data RevWm. Misme-0e r ue Control EDGE DISTANCE PER EDGE DISTANCE • • • C•••�� • • •7• : i SUBSTRATE, SEE SEE • • • • • i, - • ��0 B'i- { •. * =_ TABLE 3, SHEET 2. -� EMBEDMENT ;�-- .0 a _ Dr a W. ® OeaoNPFion: VISIBLE LIGHT FORMULAS p 3) I� ; J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL oA �F INSTALLATION OPTION 5 (EQUAL -LIT XO_$ 4X) % T <v 1070 N. ctutoLocvoixlVE nrb: Data ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ WIDTH_ BUCI•W BITH/2.4-114' ��•S• •F�OR�+• N. VENK;E, FL 34275 �, (941)ABD-1800 HORIZONTAL ROLLER LM 05/15/15 INTO WOOD FRAME OR BUCK- HEIGHT: BUOI(HBIGHT-1-t/4' • •/�/• L tt�� COPYR1GHTo 2o1TPOT NDuatRIES, NC. � � yl„t 0�H9 No. Rev. STRIP. SEE NOTE 2, SHEET 2. • • ! 11 1111h ALL RIGIITB RE!.vMa • • • • • • wLYNNNhLEERtP.E. • • HR-5510 NTS 4 OF 18 MD-HR5510-01 B • • • • P.ERti57ls • CERT. OF AUTH.#202M ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SILICONE STRUCTURAL 7I8' NOM. -�{ 7/8" NOM. �-•+- �{ 7!8' M. POLYISOBUTYLENE 1/4" NOM. WITH DESICCANT 78 KODISPACE 5/16" A/A PVB - 5/16" A/A PVB - 5/16" A/A PVB 5118" A/A PVB EXT. GLASS 7/16' AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 0 4SG TPS 1!8" A GLASS 1 /8" T GLASS 3/16" A GLASS 3l16" T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT. GLASS 7&7D 76-79 71F79 STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS POLYISO- BUTYLENE SEAL ROLL -FORME STAINLESS STEI E XT. GLASS � '-MELT BUM -3/t6" NOM. SUPER 77 CDA/`CDOAIVTTM / -INT. GLASS. _ALUMINUM REINFORCEMENT 5/16' NOM GLASS TYPE 5 --�{ 718" NOM. 5/16" H/H SG — 7/16" AIR SPACE- 1/8" T GLASS- EXTERIOR GLASS TYPE 6 -�{ 7I8' NOM. 5/16" H/H SG — 3!8" AIR SPACE 3/16" A GLASS a EXTERIOR GLASS TYPE 10 GLASS TYPE 11 8DURASEALa SPACER 12'NOM.GLASS 78"NOM. 7&79 BME TYP INT. GLASS DESICCANT FILL AREA 5116" NOM. SILICONE SEAL XL EDGETN SPACER GLASS 72 74 7116" A/A SG — EXTERIOR 114" AIR SPACE - 28 3/16" _A GLASS- 29 _ �I 7^ ]EXTERIOR 5116" H/H SG 3/8" AIR SPACE 3116" T GLASS aEXTERIOR 7&79 7116"A/A SG- 1/4" AIR SPACE- 3/16" T GLASS - aEXTERIOR GLASS TYPE 7 718' NOM. GLASS TYPE 12 GLASS TYPE 8 -1 718 -NOM. �_ 7/16" A!A SG — 5/1 W AIR SPACE - 1/8" T GLASS - aEXTERIOR GLASS TYPE 14 f I �J�y I�J I V V 11 I GLASS TYPE 16 PRODUCT REVISED Bu11din8 with the ❑UIUI GLASS TYPE 15 1.0Flori8. NOA-No. 17-0411.08 �• ..� 1 I I I l R.1161.1. Expiration Date 09/24/2020 :. Revved W. Dole: ••. ` �`J�,tL1M�H��4r, �� JR 03/27/17 NO CHANGES THISSHffT 6 y • TYP- GLAZING DETAIL • a • • • •S •' w' rCE�gFt. I r 1� ;'• 000 r-!P Revised Dr. Dote: Ravhtorc mlam -Da roauet ontro • • e I •: • 1, 5�05 i "A'=ANNEALED = : A - ® Deeorlptiea "" DescriptionE.Fdlgo GTPSSpacerSystemSpecornXT See this wnh Hot Mett Butyl t Sheet for el Spacer Materiels Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 r=TEMPEREDNGTHENED =� ' 1 I�.:� = GLAZING DETAILS J ROSOWSKI "PVB" _ .090' TROSIFOL®PVB BY KUFj�4RAYICA, INC, "SG" _ .090" SENTRYOLAS® INTE YY BY14 �:pRAY 'U" §R • %O '.O .(� •, /, idi�!•' .... G 1070 TECEWOLCW DRIVE N. VEI�BCE, FL 34275 I94,1+eo,eDo P4i) T'tla: HORIZONTAL ROLLER WINDOW - LM Doh: 05115/15 AMERICA, INC. • • • • • i,V/QIi' ` W-1600 ro7 wdlsrPoeS M�•la•77 1,• IA • IR ALL awry Seies/IAodet Stoe:lA-hvNs.Rer.FOR B LAMINATED GLAZING COMPOWENl6, SEErT•8LE /lLVNNuI E. •• CERT. OFAVEH. RZB285 HR-5510 NTS 50F 18 MD-HR5510-01 SHEET2. • • • • P.E..#687t15 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Index to All Design Pressure and Anchor Quantity Tables Max. Widh Max. Heigh Glass Type Rent Level Design Pms m Anclnr Ouentiy ]O OX 75' 54b,7& 1 6 6 17 9 yt•2 6T3 7 8 18 9 8 7 19 10 53'4 it 8 21 11 77 4 10 6 2D 10 75' 76' 4 12 8 22 11 4 12 8 22 11 XDX 12V 83' 3 9 7 23 12 4 13 8 24 13 4 14 6 25 14 14T6„ 4 15 8 28 15 4 18 8 27 16 4• MAX. O.C. V5-LANCHOR STER DETAIL 4" MAX. O.C. 4-ANCHOR CLUSTER DETAIL 4" MAX. O.C. —�-I tV3-LALNCHOR STER DETAIL S' MAX. O.C. 4• MIN. O.C. //// //// 2-ANCHOR CLUSTER DETAIL Glass Types Design Pressure(lbsit?) 5•e forXOorOXWmdows ReiM Level R1 AN Buck Heights up to 54' All Buck Width'O /•� up to 75' SLE IABLE17I'UKMIUMUKA— SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) �:u=tG•::1 SASH WIDTH TABLE 7: Glae Design Pressure (Ibs ) '8 forXOorOXWmdows Nrll Led R2 All Buck Heights up to SC 11 Buck Width. +65 /-70 up to 76" SEE TABLE 18 FOR ANCH H SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN H (REINFORCEMENTS SHOWN -IT IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) MEETING RAIL FMERxIR SASH WIDTH —ij R H MEETING RAIL JAMB ex EROR �i JAMB EXTERIOR PRODUCT REVISED - o as comphin• with the Florida C NOTES: Building • NOA-No. 17-041 1.08 i) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR •• ••• 111 11111 / r *` N 7 • • �i (1•R•" 'N�}O� Rerbed Bp Dote: RedNon: JR 03/27/17 CORRECTED TABLE 5. lapirat'an Date 09/24/2020 INTEGRALFIN. 2) FRAME DIMENSIONS ARE B K WIDTH • • J C1i,.= ccw ..l • • �1 F 19s( �� RewW By. Date: Raw im. By Mla a uct Control BUCK HEIGHT (SHEETS 3-4). S SIZE IS PER THE FIGURE. • C • • :�P (�.5�D5 TO • 3) FOR SIZES NOT SHOWN, R(�I� UP �C E c� • *o • a': 10 ••N • • • BY: NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. "1/3-113.1/3" U( —T = �A •, 3I �= " Daeuou— DESIGN PRESSURE TABLES J ROSOWSKI DJ 4) `t/4-12-1/4" AND INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RAAf A THE 0 •, A E O "n •• p �:/� • tOR10•�.•• 1 /L 1070 TECHNOLOGY DRIVE N. VENICE, FL 34Z75 HORIZONTAL ROLLER - LM Date: 05/15/15 ADJACENT COLUMN. 'C ro INDI ATES • �'�p"-" �.'o ,•�1j� (NIH8D-teoo �Dt017PO7 nCusTRxs•utad grywt: yypy Ny Rrr. THAT NO STANDARD SASIiFIOUATKN•�S • • • IAlot, ttt\\ Skl FALL WITHIN THE RANG.• • •• • • 4p LYNN MIjLEFINRE. •• Gam' f1F ATM' YIB2B8 HR-5510 NTS 6OF 18 MD-HR5510-01 B • • • • P.E11587#6 • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TAn1 c A- Glaee Types Design Pressure (lbslft ) 5.6 for XO or OX Windows Rald Level R3 All Buck Heights up to ST AN Suck Widths +50 /-50 up 75 StE I ABLC 19 H ANI.TlllltA Glass Types 5.8 Sash Colfigulation Seth Width Renge (a) Design Pressure (Ibsltt) for XOX Windows REiId. Le1el R3 Window Buck Hoot 48• 35-114• 11-391-11.391 +5D.0 500 +50.0 •50.0 +50.0 50.0 38" 1%(.%-% /e-%1-% 12.308 - 12.308 +5D.0 -50,0 +50.0 50.0 +50.0 50.0 y'�'y 11.391 - 13.397 +50.0 -50.0 +50.0 50.0 +50.0 50, 0 45-118" si h 13,398 - 14.683 +50.0 .50.0 +50 0 .50.0 +50.0 50.0 -%-% 11.391 - 12,297 +50.0 .50.0 +500 .50.0 +50.0 50.D 47-3/4" h %-% 12.298-15.558 +50.0 .500 +60.0 50, 0 +50.0 50. D 41 52-518' Custom 11.391-IZO18 +%0 -WO +50.0 -50.0 +50.0 50.0 Y,%-y 12.017.13.397 +50.0 50.0 +50.0 .50.0 +50-0 1 50.0 h 13.398 - 17.D16 +50.0 -50.0 +50.0 -50.0 +60.0 50.0 43 Custom 11.39t-13.397 +50.0 -500 +50.0 50.0 +50.0 50.0 9 w. % %-s/4 13.398.15.360 +50 0 -50.0 +50.0 -60.0 +50.0 50.0 %-% % 15.381 - 19.641 +50.0 -50.0 +50.0 -60.0 +5D.0 50.0 Custom 11.391 - 13.397 +50.0 500 +50-0 -50 0 +50-0 50.0 75" % k 13,398 - 19.110 +50.0 50.0 +50.0 50.0 +50.0 50.0 j4-h l�s 19.111 .24841 +50.0 500 +50.0 50.0 +50.0 -%0 Cullom 18.300-19397 +50.0 500 +5&0 .500 +491• A4.1- 96" 34-%-% 19.398 - 24.360 +50.0 -50.0 +50.0 50.0 +50.0 -500 Custom 24.381. .50.0 -50.0 +50.0 50.11 +50.0 -50.0 120' %-h.'/4 -30.360 +50.0 500 +50.0 50.0 +491• d9.1• +50/-50 FUH CiIA-S I YFCa a -a •' MIN. SASH SIZE= WINDOW WIDTH -5928 2 ate I-L.- -l.- SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL as colnWng with th• Florida FRAME TYPES & CONFIGURATIONS) NOA-n Coda NO1ding :7-0411.08 11 I III • • • • • • ',�,11 '� Rer sed � JR ac Do 03/27/17 RerWom NO CHANGES THIS SHEET. Expintlon Date 09/24/2020 i • a•`f.��,ICMsy�(f~� sy • • • ��. •�� •� • : • • • • • •,� Reriaad W. Data: Rsr4ion: NGam a ro uet on ro • ::. yo. i870i .. ... • • . DESIGN PRESSURE TABLES Oman By: J ROSOWSKI NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. • • • • 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGI.WE. • • THe TABLE. STATE T •. • �� h.!cL pglpty � t't • % •' �� • /• �BNAL E 1TECHNOLOGY DRIVE M.. VENICE, FL 34276 (941)-480.18DD HORIZONTAL ROLLER - LM Date: 05/15/15 3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON • w • • �� • i//elll«it�1 POT QO��re'"�' Shalt: LVaW^g N. R3 4)"1/4-112-1/4- AND -l3-113-1W INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASP WIDTH • *CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLMTAIN •• •caPytllDlH�roml • • AI LViM MILLER•P.E• SerNe/Yodek Sonia: 7 OF 18 MD-HR5510-01 B RANGE IN THE ADJACENT COLUMN. THE RANGE. • • • •P.EJI SB705 • • CERT.OF AUTH 02M HR-5510 NTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GIIrs ryp•s Design Pressure (Ibsfftt) 6-B for XO or OX Windows RIM. Level R4 Ali Buck Heights up to 72• All Buck Width. +501-50 up to 75' SEt IABLt LU rvrc AN- - Glass Types 5-e Design Pressure (Ibse)for XOorOX Windows Rekd. Lend R4 Window Buck H - t 48' 54' 83" 25-1/2' .650 1 .70.0 +65.0 1 -70.0 +65.0 -700 15 28• +650 1 -70.0 +65.0 -70.6 +65.0 700 36" +850 -70.0 +66.0 -70.0 +85.0 -7011 42' +65.0 -70.0 +65.0 -70.0 +65.0 •70.0 41r +65D -70.0 +65.0 -70.0 +65.0 •70.0 -70.0-M0 .65.0 -70.0 75' +650 •70.0 +85.0 •70.0 +64.3' -64,3' "+=_/U rvrc.- I".. - SEE TABLE 21 FOR ANCHORAGE Glass Types Rsh 10-12 eif Level R4 Sash Sash VN�h Rang. �) Design Pressure (lbse) for XOX Windows Window Buok 48" 54• 83" Custom 11-391-13.397 +66.0 -110.0 +65.0 -110.0 +85.0 -110.0 60' X_�- f3.396-15360 +86.0 -110.0 +650 -110.0 +65.0 -110.0 -'/.-X 15.381-49.641 *650 -110.0 +65.0 d10.0 +BS.O -110.0 ra Custom 11.301 - t3.397 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 T5' %-X_X 13.398 - 19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -ima 19.111 •24.541 +86.0 .110.0 +85.D -110.0 1 +65.0 -1 ill0 m w.tam 17.641-19.397 +65.0 -110.0 +05.0 -110,0 +65,0• -104.6• ' W. 19.398-24.360 +650 -110.0 +65.0 -110.0 +85.0• -109.5' Custom 24.361 -31 641 +850 -110.0 +65.0 -11N +66.0 -110.0 'x_+� 29.841 -32515 +85.0 -110.0 +65.0 -110.0 +66.0• -104.6• 120 X-X 32.518-39.611 +86.0 -110.0 +Bb.O .110.0 +65.0 .110-0 140" Custom •• - 39.641 +65.0 1•110.0 +66.0 -110.0 +65.0• -104.6• .,..,......,,.,...- •• MIN. SASH SIZE - WINDOW WIDTH - 60.72 2 Glass Type. 14-16 Seen Contg_� Ssah WidWindows Range 0n) O D•sign Pressure (lbsf e) for XOX ReiM �vel R4 Window Buck Haight 48' 1. 63' Custom 11.391-13.397 +65.0 -110.0 +850 -110.0 +65.0 -110.0 60° }¢_X_+h 13.398-15.360 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 X-jy-)S 15.381-19.841 +-0 -110.0 +65.0 -110.0 +85.0 -110.0 Custom 11.391 - 33.397 +65.0 -110.0 +65.0 A10.0 +85,0 409.3 75' 'X_eh-X 13.390 - 19.110 +650 -110.0 +65.0 '110.0 '55.0 -102.0 19.111 - 24.641 +65.0 -110.0 +65.0 -110.0 +85.0 -102.9 tD Custom 17.641 - 19.397 +85.0 -110.0 +65,0 -1to* 0 +65.0 -97.4 ' 96• X_X_/ 19.398-24.360 +55.0 -110.0 +65.0 -110.0 -65.0 -92.0 S Custom 24.361 - 31.641t +65.0 -110.0 +65.0 4110 +65.0 -88.4 X_%_y M641 -52515 +65.0 1110.0 +65.0 -108.6 +65.0 -84.3 120 X_ X 32.518-39.841 *65.0 -110.0 +85.0 -105.0 +65.0 .80,8 140" cualom -39.841 -105.0 +05.0 -800 Glass Types 10.12 6 14-18 Design Pressure(Ibslif) for XO or OX Windows Relnt Level R4 Window Buck Height 54" 1 63" 76' 25-112' +65.0 .110.0 +65.0 1 -110.0 +65.0 -110-0 g 26" +65.0 -110.0 +66.0 1 .110.0 +65.0 .110.0 m 30" +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 m 42" .55.0 -110.0 +65.0 -110.0 +55.0 A10.0 48" +65.D -110.0 +65.0 -110.0 +65.0 -110.0 60" +65.0 .110.0 +65.0 -110.0 +85.0 -939 75" +65.0 70.0 765.0 7103.5 +65.0 4110 Jtt I A15Lt LL rl.et WK.nv _ R y IT EXTERIOR a 6 d 66Paa Sash CuAguradon Sash Width Range (in) Design Pressure (IbsM) for XOX Windows R4 Wlndow Buck 36" t 60-1 1 &T Custom 11.381-13.387 +65.0 -70.0 .65.0 1 -70.0 +65.0 -70.0 1 +65.0 •65.3 ST 74_X_% 13.398-15.390 +65.0 -70.0 +65.0 1 -70.0 +65.0 -70.0 +65.0 -70.0 c X-X-X 15.361 -19."1 +65.o -70.0 +68.0 -70.0 +05.0 -70.0 +85.0 a0.0 3§ Custom 11.391-13.397 +65.0 -70.0 +65.0 49.8 +63.3 B33 +53.2 -632 y 75' Y-h-X 13.39B-19.110 +65.0 -70.0 +68.D -70.0 +G&A 465 +55.2 -552 %_X_+fs 19.111-24.641 +65.0 -70.0 +55.0 -70.0 +65.0 -70.0 +85.0 -66A Custom 18-360 - 19.397 +65.0 -70.0 +50..9 .60.9 ♦555 -65.5 +49.1 -49.1 98• X-),_X 19.398-2C360 +65.0 -70.0 +62.1 -62.1 +560 -68.0 +50-3 50.3 Custom 24.381 - 30.3W +66.0 -70.0 +65.0 -70.0 +65.0 417.3 +57.0 -57.0 120' +_%-Y4 -30.3W -55.0 -70.0 +59.9 -69.9 +555 418.5 +49.1 •49.1 __-'M_1N. SASH SIZE = rnnwvr rnv - stt IAtlLt zq rvrc Alwnvlwuc TABLE 14: 2 Glass Spas 7 & Ralyd. Level Sash Configuration Sash Rer ge (in) Design Pressure (lbsfi ) for XOX Windows . Beck Height Wi Custom 11.391 -13397 +65.0 1 -70.0 +650 -70.0 +65.0 -70.0 +65.0 a0.0 13.398.15.380 +65.0 -70.0 +65.0 -70.0 +66.0 -70.0 +65,D .70-0 1 5.361 -19.641 +850 -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 +65.0 -70.0 +65.0 -70.0 75• +/+_'-+/+ 13.398-19.110 +65.0 -70.0 +65.0 -70-0 +65.0 -70.0 +65.0 -70.0 X-X X 19.111 - 24 e41 790 -70.0 +66.0 -70.0 +85.0 -70.0 +65.0 -70.0 1 Custom 18.360-19,397 +65.0 -70.0 +65.0 .70.0 1 +65.0 70.0 +65.0• -672' 98• X_ % 19.398.24.360 +65.0 -70.0 +860 -70.0 +65.0 70.0 +85.0• -68.8' Custom 24.361-30.360 +65.0 •70.0 +65.0 -70.0 +65.0 -70.0 +65.0 --70.0 120' X_+,�_y+ ••-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 a0.0 +65.0' a7.r • +65/-70 FOR GLASS TYPE 8 MIN. SASH SIZE = WINDOW WIDTH - 59,28 2 'GLASS TYPES 10-12 6 1416 MAY NOT BE USED WITH PRODUCT REVISED J-CHANNEL OR INTEGRAL as �omp�ying with the Florida FIN FRAMES Bulldine Cost• 140A-Na 17-0411.08 • • �� .��.••� '�F�.e• • Mwr EMxia piratlw•D09/24/2020 • • • • • e,"6Y LYhIAI ND CANGES THSSNE- • E By• R.,4..d B,- D.ta: Revision,: Product wont rol • • 4{t • No. 581050 er •SEE TABLE 27 FOR ANCHORAGE ��'. ?I !I;- Or_ ® DESIGN PRESSURE TABLES % O�'. STA '- �U , 1070 TECHNOLOGY DRIVE 7 tb NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED 8Y (1<ASS T(I� •% �` '•f[OR1DP .•' •� `• • . VENICE" FL 94276 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIOU • • • Sa, •" '' N`� • 1}480.1e00 HORIZONTAL ROLLER - LM 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON TH E. • • • •'�f��iAL•I ��t"` • IzrvwoNresxl as,r+c• SQI„/wee; Syr,; Shwr. 4)'1/4-1/2-114'AND'1/3-it3-1fJ' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE 1Q4DTH JGE• • •` t-4,4ILLE�P E• HR-5510 NTS 80 F 18 IN THE ADJACENT COLUMN. •CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THj RANGE• • • P EY ft" I CEITT- DFAUTIL 929296 SECTION DETAIL MEETING RAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN IN FIGURES APPLYTO ALL FRAME TYPES 8 CONFIGURATIONS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J ROSOWSKI 05/15/15 M -D HR5510-01 B Glass Types Anchor Quantities for XO orOX Windows 5-8 Sash Width 30" Height 1 36" Height I 48" Heigh[ 54" Height 30" Height 39' Height 48" Height 54" Height Head Head E Head E Head E Head E Head E Had E Head E Rein[ Level & SIB . & Sig -" & Sill _; & Sill m & Sill `; & Sill & SIII -- & SAI 11 Anchor Group A Anchor Group c 25-117' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y 36" 17.397 1+C2+1 2 1+C20 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 S m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 e0" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group 6 Anchor Group 0 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 zU 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 g 60. 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' 1 36.897 2+C2+2 121 2+C2+2 31 2+C2+2 1 3 2+C2+2 131 2+C2+2 1 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 0 FUH UEbiu-N YKtbbv Ka TABLE Glass Types 5-8 Sash width �) Anchor Quantities for XO orOX Windows 30" Height 1 36" Height 1 48" Height 54" Height 30" Helght 38" Height 48" Helght 54" Height em . Level R2 Head & Sill E Head & SIII E Head & Sill B Head & Sill 1 Head & Sill 11 E Head & Sill `O E Head--6 & Sill e E Anchor Group A Anchor Group C s m 25-112" 12.147 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 42"' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 50" 29.397 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 Anchor Group B clot GroupD 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1•C2+1 • +�2+i 3 3+C +i• 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3,.1+� + +I; +, 3 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1t�+1 1 1+ Z+ +C +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 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 60 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 •2+C2kf 3 244C 2+C2+2• 75" >1 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 131 2+C2+2 t 3 1 2+C2+ I 12kC2+11 13E 2+C. •3 Q+C2+2 MINIMUMCHOR QUANTITIES SHOWN.. ALL ANCHORAGE MUST ALSO • • • EiA ft ir6—webwKr .g emzF COMPLY WITH THE MAX. D.C. SPACING SHOWN ON THE ELEVATIONS. • • • • • Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anch« Group F 3.8" 4' GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PERJAMB 2 C3+2 3 HEAD AND SILL ANCHOR QUANTITY : (2) 2)ANCHORS 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. SEE ELEVATION, SHEET SEE ELEVATION, SHEET 1 -- — SEE CLUSTER DETAILS, SHEET 8 SEE 37.EEIING SEE ELEVATION, SHEETI ELEVATION,SHEETI RAI. J--- REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB 1+C3+2+C�4(EIE))&Ar-N� AND SILLANCHOR QUANTITY: CHOR AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET I SEE ELEVATION, SHEET I r---V I SEE ELEVATION, 7/�7rl 'Xr1SEE ELEVATIONSHEET 1 RAIL SEE CLUSTER DETAILS, • SHEET 5 • REPEAT ANCHOR PATTERN AT SILL NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH • • y1Bx. Anchor O.C. Anchor AND BUCK HEIGHT (SEE SHEETS 3.4). Group F SASH SIZE IS AS PER THE FIGURES ON I for "Integral- p SHEETS ". ylpacing • Fin" Installation 2) FOR SIZES NOT SHOWN, ROUND UP TO 4" THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED •s complying with the Florida nul% Code NOA-No. 17-0411.08 Expi.dion Date 09/24/2020 By Mlamt • product Control TO ANCHOR F--E--OTE LES. Ln e- 2 to I j s- j Ala o W > Ij O y > o co 0 o o� LO > W 0 N K to lTi OJM Z LLS Ri O—' X LLI � ® 1 wo H Z t2 T J n>LU � a Cri z F— tY J u- O Q7 ® Z I�vs �t' � � Imo-• Z a Z +ton O O o N o ZQ O o ANY LYN/y,��'%� �'t�••' VCENSF'• .!i * : No.58705 VVit p0 � � '' RC pR10P •' �2� A. LYNN MILLER, P.E. I ABLE IV: Anchor Quantities for XO or OX Windows Glass Types 5-8 Sash Width 30" Height 1 38' Height 48' Height 54" Height 63" Height 30" Height 36' Height 48" Height 54" Height 63" Height Head Head Head Head E Head E Head E Head HeadIII HeadIII Head Reinf. Level PN & Sill III $ Sill ' & Sill & Sill W & Sill 1 & Sill ' &Sill &SIII &SIII 8 SIII R3 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 r •6 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+02+1 4 1+ + 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 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41+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 42+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 42+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 41 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 41 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 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+�+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 ecc 4 2+C2+2 reel c a Fnn nGCr(:N 4 2+C2+2 PRFCSI 4 IRF Max. Anchor O.C. Spacing for "Integral- Fln" Installation Anchor Anchor Group E Group F TABLE 20: Anchor Quantities for XO or OX Windows Glass Types 6.8 Sash 30" Height 36" Height 48" Height 54" Helght 63" Height 7T' Height 30" Height 31r Height 48" Height 54" Height 63" Height 72" Height Width Head Head Head A Head E Head Head Head Head E Head Head E Head Head Reinf. Level "� & Sill & Sfll &Sill & Sul & Sill &Sill &Sill &Sill Sill $SIII 8 Sin &Sill Anchor Group A Anchor Group C R4 25-in' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 19 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+q+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 42 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+q+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 m' 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+q+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+q+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 14 1+C2+1 4 1+C2+1 5 1+G2+1 + +1 2 ?+ 2 §1 1+CP+1 4 1+C2+1 5 1+C2+1 5 1628" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+ 1 5 + -A 2 14C24M 4 4+C2+1 4 1+C2+1 5 1+C2+1 5 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+ +'r 5 ♦+Cl+1 214C2d 1+CZ+1 4 1+C2+1 5 1+C3+1 5 2 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 +C2+ + +1 EI+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+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 5 1+G3+160" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2*C4+Z 2+ +2 2 +C2+2 3 2+C2+2 4 2+C3+2 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+ +2 5 2+Cl+2 _ _ 2 2•C2+2 3 Q+q4Q ecc Teal 4 2+C4+2 F 1n FnR DFSI(IN 5 2+C4+2 151 PRESSURE • • • • • • • MINIMUM ANCHOR QUANTITIES SHOWN ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN C4 T• HE ELEVAIIIZI • • • • • : • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F 3.2 1 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, 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 comp)ying with the Florida Building Code NOA-No. 17.0411.08 Expiration Dat• 09/24/2020 By Mlam' r uet Contro m ADDED NOTE TO ANCHOR OTY. TABLES. REMOVED GLASS 5 FROM TABLE 20. ui a— CD o `o O o or�a CO o Y n vWi ILD c O J0 r= = a SUj(o ~ ®� LU a W "N = H z i axe n Z U W Lt. yL� $ Z laws ® i Z Z � o Le O ON Z O Q = pnll '%id 6iUYs _ - \I11111 r11/ll .�`NOtIY LYNN�i. * : NO. 58705 J ATTEE J Sb F .• (V ` "ONAL 1`Il\• A. LYNN MILLER, P.E. P.E.# 55705 Class Types Anchor Quantities for XO or OX Windows 5 - 8 Sash Xr Height 38 Height 1 48" Height 54" Height 63" Height 30' Height 36" Height 48" Height 54" Height 83' Height Width Head E Head Head E Head Head E Head E Head E Head E Head E Head Reinf. Level (ml & Sin & Sill & SII ' & Sill & Sill 0 &Sib ' & Sill & Sill & Sill R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 tl 28" 13.397 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 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.327 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 g 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 21 1+C2+1 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 48" 23.397 1+C2+1 2 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 M�C2�+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 Max.Anchoro.C. Anchor Spacing for "Integral- Group F Fln" installation 4" TABLE 22: Glass Types Anchor Quantities for XO or OX Windows GLASS TYPES 10-12 & 14-16 MAY 10-12 & 14-16 Sash NOT BE USED WITH •I-CHAHrd_L FIN 30" Height 36' Height 48- Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54' Height BY Height 76" Height Width Head n Head Head E Head E Head E Head Head Head E Head E HeadIII Head Hems • FRiNTEGRAL FRAMES Reinf. Level (in) &Sib -� &Sill &Sill -i 0 & sill ° 8 SIII '-i m &Sill & Sill m & Sill -� m &Sill m & Sill nm & S11( m & Sin m -a R4 Anchor Group A Anchor Group C 25-112' 12.147 1+C2+1 21 1 +CY+ 1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 E 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 W. 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Not Allowed 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 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 NOTES: 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 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE Ic AS ERTHETS FIGURASH ES N AS PER THE FIGURES ON 75' 36.897 2+C2+2 2 2+C2+2 131 2+C3+2 141 2+C4+2 141 2+C4+2 5 2+C4+2 151 Anchor Group B • • • • • • • Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 +C3+1 5 +1 2 1iC2+41 6 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 sHEETs6e. 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 t+ +1 Cri 2 1+ClIM 1+C2+1 4 1+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 4 1+C3+1 4 1+C3+1 5 1#i"A+1• 1+CfF1 4t 1rC2-W 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Y SHOWN, ROUND UP TO THE NEXT AVAILABLE 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 m WIDTHORHEIGHT 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 DIMENSION SHOWN ON 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 E&+C4112 5 +C2+2• 2+C2 'i#M+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 g THETABLE. 3)sEESHEET9FORA GUIDE TO USING THESE 75" 1 36.897 2+C2+2 2 2+C2+2 131 2+C3+2 141 2+C4+2 141 2+C4+2 +C4 + +2. 2 2+C2+2. 3 2�C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 • • • • • • • SEE TABLE 12 FOR DESIGN PRESSURE NIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SACWN CWTHE ELEVATIOYS. • ! TABLES. ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED with th• FloridamlC No"m • 17-"11.08 Expiration Date 09/24/2020 Miam ro uc ntr m ADDED NOTE TO ANCHOR OTY.TABLES. U ate- � tii ui r O w � O N � O aiDO (n 0 C i• n Z j zLL � r rn .2 Tg lY UUo =< C0C L 0H DMD IW- Z q (7 W J J OD } F W J O J � Q >a�s Z Z aloe p O o 0. C) N `_ LLo U Q 2 qJ1 'axa0 sw 't .•'• LLCENSF'•. * : No.58705 40 A. LYNN MILLER P.E. P.E.# 5e705 IINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS Glass Types 5-8 Sash Sash Anchor Quantities forXOX Windows 24^ Height 30' Height 38' Height 48- Halght I 54' Haight4I+C2+0+C-2+1 24- HeIgM 30- Height 38' Height 48' Haight 54' HMM Sr Height Reir11 Le1el Contguratlon Ran (n 9a ) Hand &Sill a Head &Sill Head 8 Siff E Head & Sill E Hoed & Si1 E Head & SIB ' E Head & Sill E Head & Sill Head & Sill ER3Anchor Head & Sill n Head & SUI m Group A Anchor Group C 35-1/4' Ji-Yi-yi 11.391-11.391 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+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+t 4 1+C2+D+C2+1 438' YS-%.% 12.308-12308 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 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+14 1+C2+0+C2+14 1+C2+0+C2+•1 4 i4.%-% 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+CZ+O+C2+1 3 1+C2+O+G2+1 4 1+C2+0+C2+T 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45 1I8' Ya-ii-iS 113.398-14.683 1+C2+O+C2+1 2 1+C2+0*C2+1 2 1tC2+0+C2+1 3 1+C2+O+C2+1 4 1+G2+prC2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+O.C2+1 3 1+c2+o+c2+1 4 1+c2+D+C2+1 4 t+c2+0+C2+1 4 Y+-%-Y: 111.391-12.297 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 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' YS-}�-% 12298.75.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 i+C2+O+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+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 HC2+O+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+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 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 g 52-116' %-h-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 Y.-Y,-M 13.398 - 17.016 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+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+t 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3/+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 NC2+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 80" %-}4-J, 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+l+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+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 2 1+C2+O+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 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 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+G2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' %-Y4-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 1 2IN 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 t+C2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 3 t+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y3-x-% 19.111-24.641 i+C2+1+C2+1 2 1+C2+1+C2+1 21 3 1+C2+t+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 t+C2+1+C2t1 4 1+C2+1+C2+1 4 Custom 1&360-19,397 1+C2+3+C2+1 2 i+C2+3+C2+1 21 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 i+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 86' %.%-% 19.398 - 24.380 1+C2+3+C2+1 2 t+C2+3+C2+1 21 3 1+C2+3.C2+i 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 Custom 24.381-30,360 1+C2+2+C2+1 2 1+C2+2+C2+1 2+1 3 1+C2+2+C2+1 41+C2+2+C2+1 4 1+C3+2+p+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 4120" Y-Yi-Yi -30.380 1+C2+3+C2+1 2 1+C2+3*C2+7 2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+p+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+grC2•+1 3 1+C2+3+C2+1 4 1+C2t3+C2+1 4 1+C2t3+C2+1 4 Anchor Group B 1 Anchor Group D 35-1/4' Yi-%-% 11.391-11.391 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1 1+C2+0+C2+1 4 1+C2+0+C1+1 4 t+C2+0+C2+1 z 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1. Ys-%-% 12.308-12308 1+C2+0+C2+1 2 1+C2+D+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+CL+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 %-%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 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+D+C2+1 4 1+C2+0+C2+1 4 45-118' -YS-Y, i3.398-14.683 t+C2+0+C2+1 2 1+C2+0+C2*1 2 1*C2+0+C2+1 3 1+C2+0+C2t1 4 1+C2+O+C1+1 4 1+C2+0+C2+1 4 i+C2+p+C2+1 2 1+C2+O+G2+1 2 1+C2+O+C2tt 3 i+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+t 4 )5-+%-y 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+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' -YS-Ji 12296-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1tC2+0+C,2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1tC2t0+C2+1 4 1+c2+0+C2+1 2 1+C2+0+C2+1 2 1+G2+O+C2+1 3 1+c2+0+C2+1 4 1+C2+WG2+1 4 NC2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 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 52-1/8' i4-%-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 HC2+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 Ys-%-YS 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C1*O+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+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y m Custom 11.391-13.397 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 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" Yi-%-Y4 13.398-15.350 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+t+C2+1 4 1+C2+1+(.2+1 4 14C2+1+C2+1 4 %-%-% 15.361-19.641 1+C2+0+W+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 +1 4 4qdt�31 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+0+C2+1 4 Custom t1.391-13.397 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 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' %-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2-C2+1 3 1+C2+2+C2+1 4+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 7+C2+2+C2+1 4 1+C2+2+C2+1 4 Ya-%-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4+ 4 +C2+1+p+1 4 41- 7+C2+t+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 i+C2+1+C1+1 4 1+C2+1+p+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 42 4 +CW3+42+ 4 +Cj+3+jAi 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 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4+ 4+ 3+ + 4 +Cf+3+fW+i 2 1+C2+3+C2+1 2 t+C2+3+02+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 [1;2.l .381-30.300 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4+4 4 tC0+2.Z- 4 +CA*2+C2+ 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y:-Yi-% -30.360 1+C2+3+C2t1 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+C +3+ +1 4 + +3 1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1n4fI C2+3+C2+1 411+23 cC2+1 c Max. Anchor O.C. Spacing for "Integral- Fln" Installation Anchor Group E Anchor Group F 2,9' 4- ^ MIN. SASH SIZE = WiNDOW WIDTH - 59.28 NOTES 2 • • • • : •S�RAI • • • 2)FOR • • 3)VE • • • •4) -1/4- 0 • IN THE DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). IS AS P&R THE FIGI• 90N•IEWFS 8-8. ES.NOT SHOWN. ROUNDRIP TOITHE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ISE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED as comPlyyinY with the Florlda Building Codi NQA-No. 17-0411.08 Expiration Date 09/24/2020 By Mlam a s uel Conlro [_FAD.E. NOTE_ TABLES. U 1n a- Y m o O O 9 Z 0 } Oa aN 9a Z LL m SSA o= =UJ7 0 WU� G as 5ma F- Z v W n n J co orZ�' u ♦— W LL O H - �N Z M taa4S N Q J Q H Z a153 o O O CD ~ = U N_ LO Q = agl ��sap saua ```1 " fill -- .�'LYIVIV � 2 ..•"• L1GEN,gP ••. ��pi' * No.58705 A F i��s •'•:2pii1D1`...•G��: '. L A. LYNN MILLER, E. P.Es 587p5 AINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.G. SPACING SHOWN ON THE ELEVATIONS. T AULE Z4: Glass Types 5 & 6 Sash Sash Anchor Quantities for XOX Windows 24` Height Xr Height 36' Height 4W Height 54" HsigM Or HeightL24- Height 30' Height 38' Height 48- Height 54- Height Sr Height lmelRange Cant{plrationReinf (In) Head & Sill Head & Sill Head & S91 Head & Sit Head & SiI Head 8 SBI & SI9 Heed & Si8 Heed & SAI Head 8 Sill Head &Sill Fbad &SillAnchor Group A Anchor Group C m y 35-1/4' J�-li 11.391-11.301 Not Allowed O+C2+1 D+C2+1 1+C2+0+C2+1 1+C2+0+02+1 1+C2+1+C2+1 1+C2+0+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 +C2+1 +C2+1 +C2+i +C2+1 +C2+1 +C2+1 +C241 11.3 2 1+C2+0+C2+1 2 1+C2+04Cx+1 2 1+C2+D+C2+1 2 1+C2+04C2+1 2 i+C2+4+C2+1 2 1+C2+0+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+O+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+O+C2+11+C2W+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+t 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+1+C2+1 2 1+C2+0+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+p+C2+1 2 14C2+1+C2+1 2 1+C2+/+C2+1 2 1+C2+3+C2+1 2 14C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+O+C2+1 3 1+C2+O+C2+1 3 1+C2+0+C2+1 3 1+C2+0+C2+1 3 1+C2+1+C2+1 3 1+C2+0+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+O+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+p+C2+1 3 t+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2+O+C2+1 4 1*C2+O+C2+1 4 I+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+1+C2+1 4 1+C2+0aC2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+0+C2+1 4 1+C2+1+C241 4 1+C2+1+C2+1 4 1+C2+O+C2+1 4 1+C2+3+C2+1 4 1+C2+2+C2+1 4 1+C2+1+C2+1 4 1+C2+0+C2+1 4 4 1+C2+OtC2t1 4 4 1+C2+0+C2+1 4 4 1+C2+0+C2+1 4 4 1+C2+1+C2+1 4 4 1+C2+0+C2+1 4 4 1+C2+1+C2+1 4 4 1+C2+1+C2+1 4 4 1+C2+0*C2+1 4 4 1+C2+1+C2+1 4 4 1+C2«1+C2+1 4 4 i+C2+p+C2+1 4 4 1+C1+3+C2+175' 4 1+C2+2+C2+1 4 4 1+C2+1+C2+1 4 38" J,-j�-% 12.306-12.308 45-1/8' 11.391-13.397 13.398-14.683 47-3/4` y-)5-y. 11.391-12.297 J4, h-Y. 12.298 - 15.558 52-1/8' Custom 11.391 - 12.016 y-yz-y 12.017-13.397 Ya-Ya-Y 13.388-17.016 80" Custom 11.391-13.397 y-y--% 13.398-15.380 15.301-19.641 Custom 11.391-13.397 y-y-y 13.398-19.110 %-y-% 19.111-24.641 Custom 18.360-19.397 +C2+12 +C2+1 +C2+12 1+C2+3*C2+t2 2 1+C2+3+C2+1 1+C2+2+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+i 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+/ 3 1+C2+2+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 41+C2+2+C2+1 4 1+C2+3+C2+1 4 4 1+C2+3+C2+1 4 4 1+C2+2+C2+1 4 yY,_y 19.396-24.360 Custom 24.381-30.360 y--�..-�.+C2+1 360 2 1tC2+3+C2+1 2 i+C2+3+ +C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group 35-1/4" Y.-%-h 11.391 - 11.391 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2t1 3 1+C2+0+C2+1 A l+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C241 2 1+C2+ +O+C2+1 4 1+C2+0+C2+1 4 1+C240+C2+1 4 3fr )i-)i-)i 12.300-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2«1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+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 y-%-y, 11.391-13.397 1+C2+0+62+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+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+E+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45-V8 y-%-Y. 13.398-14.683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+7 4 1+C2+O+C2+1 4 1+C2+0+ y-y-`/. 11.301-12.297 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+4 4 47-3/4" Yi-X-1S 12.298-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C241 4 1+C2+O+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+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+7 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+02+1 4 52-118' y-y-y 12A17-13.397 1rC2+1+Cx+1 2 1tC2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+t 4 1+C2+1+C2+1 4 1+C2+1+C2+i 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+D+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+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+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+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+C241+C2+1 4 m 60, y-Y,-y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+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 ya-%-Ya 15.361 - 19.041 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+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C240+C241 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+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 2KI+C2+3+C2+1+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75' y-%-y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+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 22+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -y-% 19.111-24.841 i+C2+1+C2+t 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1"+1"44 4+ +1+ 1 4 + +1+C 12 1+C2+1+C2+1'22+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 +C2+3+C24R 4 +CO+3+C2+ 4 +CO+31C2+1 2 1+C2+3+C2+1 22+1 3 1+C2+3+C2+t 4 1+C2+3+C2+1 4 1+C2+3+C3+1 4 y_ y 19.398-24.360 1+C2t3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3tC2+i 4 1•C2+3+C84+ q+ +3 4 *3 +1 2 1+C2+3+(x+1 22+7 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 to24.381-30.380 1+C2+2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1 +2 4 +1Z+24C2+ 4 +00+2+C2 2 1+C2+2+C2+1 22+1 9 1+C2+2+C2+i 4 1+C2+2+C2+1 4 1+C2+2+C2+14 y -30.360 1+C2+3*C2+1 2 t+C2+3+C1+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C21 4 1+ +S+C 1 2 1+C2+3+C2+1 22+/ 3 1+C2+S+C2+1 4 1+C2+3+C2+1 +•! FAR r1FRIr�N 4 1+C2+3+C2+1 4 PRFCCI IRF NOTES: MIN. SASH SIZE • WINDOW WIDTH -5928 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). Max. Anchor O.C. AnCha • • • RSASH SINE IS AS PW THE FIG"%ONSIEF•TS e-6. Spacing for "Integral l�lOUp F 2) FOR WES NO•SHOWN, ROUNDS PP TCaTHE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P 9 9 3) SEE A@ff 9 MDR *GUIDE TOKISING YVESE TABLES. Fin" Installation 4" • • • 4) "Ti4-1lt-itAIA `10 1/,O1/39INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE • • •IN THE ADJAFEN121UMN,-%SIOM" INGRATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eomplying with the Florida Building Lode NOA-too. 17-0411.08 Expiration Dots 09/24/2020 b U L0 c `1 m z t j .AeS o O W ILLJ K f5 i O O O O o °1OQ Y U) to Ln C� N K OJ °7 n H N3 = Z {L CO N .°° =wpmp ®� C= = g 'ON Idyl a0 6 LL1co CL oZv L) W JJ LL � r r? ® 'us Q Z Z alto a 0 0 o z = U N � � to U Q = apt 'xa0 aquas `\\01111 aIll, ,.1 �Y LYNAI ��1'��•••'L�CENSF'�Q�� II- No. W705 '. S�ONAL A. LYNN MILLER, P.E. PEA 58705 uoi V WTH TNF MAY O C SPACING SHOWN ON THE El TABLE25: mnvm,.m,,....�,�.� .<.,,,. „�., �, ....,.. .,.........,.........._ ,....... , ___ __.._ _......... Anchor Quantities for XOX Windows Gies Types 24' Height 37 Height 36• Height 48" Height 5a' Height BY Height 24' HefgM 30' Height 36" Height 48" Height 1. Height 63" Height 7 $ 8 Sash Sash Conligutetion Width Range (s1) Heed $ Stll n Heatl $ SIM Heed 8 Sll Heed $Sill o Head 8 SBI E Head 8 Sili m Head 8 Sili a E Head $ SiN Need $ 501 E Mead $ Sil � Heed & S4I Heed $Sill E Retnf. Level � R4 Anchor Group A Anchor Group C 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 35-1/4' x-x-x 11.391 - 11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 11+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+O+C2+1 4 38' x-x-x 12.308-12.308 1+C2+0+C2+1 2 1*CZ+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+I 4 1+C2+O+C2+1 4 45-1/8' y_+/r-y 11.391-13.397 4+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 x-'h-x 13.398-14.1183 1+C2+1+C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+Q+1 4 1+C2+1+C2+1 4 I*C'2+1+C2+1 4 47-314' y_+�y 11.391 - 12.297 !+C2+0+C2+1 2 1+C2+0*C2+1 2 1*C2+0+C2+1 3 1+C2+0*C2*t 4 1+C2*O+C2+1 4 1+(2+0+C2+1 4 %-x-% 12298 - 15.558 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 Custom 11.391-12.010 cB1�, 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+I+C2+1 4 x_yy_x 12.017 - 13.397 7+C2+O+C2+1 2 t+C2+0+C2*1 2 1*C2W*C2+1 3 1+C2+0+C2+1 d 1+(2+O+C2+1 4 1+C2+0+C2+1 4 x-x-x I3.398-17.018 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 a 1+C2+1+C2+1 4V+C2C2+1 4 Custom 11.391-13.397 m 1+C2+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 S 1+C2+1+C2+1 4 1+C2+1+C2*i 4C2a1 4 j,_ x 13.398- 15.380 'g 80• aC2+1 2 1aC2*D+C2+1 2 i+C2*O+C2+1 3 1+C2+0+C2+1 4 1*C2+0*C2+1 4C2+1 4 h-x_x 15381-19.811 c +C2+t 2 1+C2+3+G2+1 2 1+C2+3+C2+1 3 1*C2+3+C2+1 4 1+C2+3+C2+1 4C2+1 4 Custom 11.39I-13.397 +C2+1 2 1+C2+2-G2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+14C2+1 4 %-x-y 13.398 -19.110 75" +C2+1+1+C2+1 r1-C-2-3+C2+1 2 i+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4C2+1 4 x.J o.jS19.111 -24.641 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�_�_� Custom ill 360-19.39T +C2+1 2 1+C2+3+C2+1 2 1+CZ+3+G2+1 3 1+C2+3+C2+1 4 1+C2+3a l 4 1+q+3+C3*1 4 19.398-24.380 1+C2+2+C2*1 2 1+C2*2+C2+4 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 t+C2+2+C2+1 4 1+q+2+C3+1 4 Custom 24.361-30.380 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 d 120' Y-x-y -30.360 Anchor Group B Anchor Group D x-x-x 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 7+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O-C2+1 4 1+C2+O+C2+1 / 1+C2+0+C2+1 4 35.1/4• 3 4 1+C2+0+C2+1 4 I+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+O+C2+1 4 1+G2+O+C2+1 4 38' x-X-x 12.308-12.308 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+O+C2+1 11+C2*D+C2+1 11.391-13.397 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+G2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2*1 4 1+C2+O+C2+1 4 45-1/8' y4_}4_y 1+C2+0+C2+1 2 1+C2+D+C2+1 2 I-r2+O+C.2.+1 3 1+C2+O+C2+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3/+C2+0+C2+1 4 1+C2+0+C2+7 4 1+C2+0+C2+1 4 K-x-x 13.398.14083 I+C2+1+C2*1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+7 4 1*C2+1+C2+1 4 1+C2*1+C2+1 4 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+G2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7a12+1+C2+1 4 47-3/4' �_x.x 11.391 -12297 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1*C2*0+C2+1 2 1+C2+O+C2+1 2 1*C2+O+C2+1 3 1*C2+O+C2+1 ♦ 1+C2+0*C2+1 4 1+1 +0+C2+1 4 12.298-15.558 1+C2*O+C2+1 2 1+C2+O+C2+1 2 1+G2+O+C2+1 3 1+C2+O+C2+1 Custom 11.391-12.018 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+I 4 1+C2+1+C2+1 4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+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+t+C2+1 3 1+G2+t+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1/8' y-x-sc %-x-% 13.398-17.016 I+C2+D+c2*1 2 1+C2+0•C2+1 2 1+C2+0+C2+1 3 I+C2+O+C2+t 1 1+C2*O+C2+1 4 1+C2+6•C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 I+C2+O+C2+1 3 I+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0*C2*1 4 mCustom 11.391-13.397 1+C2+1+C2+1 2 1+C2+11 C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+i+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 taC2+1+C2*1 4 1*C2+t+C2+t 4 60- 13.398-15.300 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+i J 1+C2+1+(:2+7 4 1+C2+1+C2.1 4 1*C2*t+C2+1 4 k_x_x 3 1•C2*0*C2+1 4 7*C2+o+C2*1 4 t+q*g•C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0-C2+1 3 1+G2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 c x-yr-x 15.361-19.041 1+C2+0+C2+1 2 1+C2+O+G2+1 2 1+C2+O+C2+1 4 Cuslom 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 3 1+C2+2+C2+-1 4 HC2+2+C2+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 3 1+C2+2+C2+1 4 1+CZ+2+C2+1 4 1+C2+2*C2+1 4 75'-J/r-}� 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2*C2+1 4 19.111-24.641 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+C?f+C2a 1+09+I•C3+7 1+V+YC2+7 1+C2+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1*C2+1+G2.1 4Ll+G2+l+G2+i Custom 18.380-19397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2*3*C2+1 3 1+C2+3+C2+1 4 1+ 3+C2+i 1+ * C3 4 1*�2* C2•I 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 4 96" +/+_ x 19.398. 24.350 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+3+C2+1 3 1+G2+3+C2+1 4 1+CS•3+C2+ i-63+3aC3.1 4 1+�f?G2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 4 tom 24.3830.380 1+C2+2+C2+1 2 1+C2+2+c2+12 1+C2+2+C2+1 3 1*C2+2*C2*1 4 1+Cyr2+C2i t. q t t 1+ 2+ C2H 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 4 1+C2+3+C9-1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1*C*3+C2+1 4 I+C3+3+C3+1 4 taC2*3+C2*1 2 1+C2+3+C2+12 1+C2+3-C2+1 3 1+C2+3+C2+1 4 1+C2*3+C2a1 a 4 120" -�i-/+ -30.380 SEE TABLE 14 FOR DESIGN PRESSURE " MIN. SASH SIZE = WINDOW WIDTH - 5928 NOTES: Max. Anchor O.C. Anchor 2 • • V WANE DWENSIONSARE BUCK JH Aat=Bi1CK HEIGHT (SEE SHEETS 3 4). SASH SIZE IS AS PER THE Group F • • 6IOURES Cyl SHEETS 84 Spacing for "Integral- • • 34 FOR SIZE6 Y4T Sh1PWV ROUND I TO THI NEXr AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin" Installation • ASEE OHEST 99OR•+ GWDE4TO I+SINO THE4 TABLES. 3.r • ••I14-1/2-1/4'A0D'M3-1N.1/3-INWCA&ETHA9 JHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 0 I I A THE ADJACEIlr COLIOMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as COMPI n� with the Florida Building Cod• NOA-No. 17-0411.08 Expiration Date 09124/2020 By Miami -Oa ucs Control 61 ADDED NOTE TO ANCHOR QTY. TABLES. m i Q r 0 i to h 0 jWv t0 �N{ ONj IL0 OLL o Z LL =Ulm ®cc LIt.3co rsa W 'ON F Zv J �J,1/0 r S! m 0_0 �Z�% u Of W LL O J ® g Z 1-4S a <j 0 Z Z a/°�S o p O o U Z a17f1 �°9rd re $ `11111111111 ////// 01AY LY/y v No. 58705 o TF'STA /VAL IENG�� A LYNN MIf[ILLER, P.E MINIMUM ANCHOR QUANTITIES SHOWN ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. TABLE 26: _ Anchor Ouantitis• forXOX Windows Glass Types 21.11 ight 30' Hams 38' Height 48' Heijht 64- Height 6311MM! 24" Height 30- Helgft 96' F1dgM 48' Height 64' Hd9N 9N 10. 12 Sash Sash Configuration Width Rarps (In) Head A Sill a Hmd A Slll Head a SIN Head A Si Head A Sill HeaHad A Sill Head A Sill E. Head A SIIIEj Head A S01 I'lo Heed A S91 m Head &Sill m Le1el ,� Anchor Group A Anchor Group C 1+p+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 i+C2+D+C2+1 4 3S1/4' %-%-Yi 11.391 - 11.391 i+C240+C2+1 2 1+C2+D+C2+1 2 1+C240+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 3i-�-7i 12.308. 12.308 38' 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+O+C3+1 44S118' )4-36-�'/i-34-h 11.391-13.397 1 2 1+C2ap+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+p+0'C3+1 4 13.398-14.883 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+C3+0+C3+1 4 1+C3+0+C3+1 4 -Y,-y 11.391.12.297 47-&4' 1+C2+WC2*1 2 1*C2+O+C2+1 2 1+C2+OrC2+1 3 1+C2+o+C2+1 4 1+C3+0+C3+1 4 /+C3+0+C3+1 4 Yi-li-): 12-298 - 15.558 1+C2+OK 241 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+0+C3+1 4 Custom 11.301-12.616 1+C2+WC2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 Y4 Y2_% 12.017-13.397 52.1J8' 1+C2+O+C2+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+q+1 4 %-%-h 13.398-17.016 tl 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+t 4 1+p+2+C3+1 4 1+C3+2+C3+1 4 Custom 11.391 .13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 7+C3+2+C3+1 4 1+C3+2+C3+1 4 ?S-'/:-% 13.398 - 15.380 m 60' 1+C2+O+CZ+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+D+C3+1 4 1+C3+0+C3+1 4 1+C4+D+CA+1 4 15.3ai - 18.647 1+C2+2+C2+1 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 1+G2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+ga1 4 Custom 15.381-19.641 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+ga3+C3+1 4 1*q+3+p+I 4 1+C4+3+C4+1 %-%-)i 13.398-19.110 75" 1+C2+O+C2+1 2 I+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+D+q+1 4 1+C4+0+04+1 4 1+C4+O+G4+1 4 %4 -Y.-% 19.111-24.641 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1,C2+3+C2+1 3 1+C3+4+ 3+1 4 1+C3+4+C3+1 4 1+C4+4.C4+1 4 Custom 17.641 - 19.397 +C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2«1 3 1+q+kC3+1 4 1+C3W+q+i 4 1+C4+4+G*7 4 y-%-Y+ 19,398.24.380 06' +C2+2+C2+1 2 2*CZ+2+C2+ 2 2+C2+2+C2+ 2+p+3+q+ 4 2+C3+3+ga 4 2+C4+3+0r+ 4 }�-'/-Ys 24.J81-31.841 +C2+3+C2+2 [2--2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 2+q+kq+ 4 2+C3+4+q+ 4 2+C4+kCA+ 4 Y-%-y 29.641-32.515 12C +C+2+C2+2 2 2+C2+3+C2a2 2 2+C2+3+C2+22+C3+3+C3+2 132+C3+4+C3-2 4 2+C4*3+C4+ 4 2+C4a3+C32.518 -19.641 4C2+3+C2+ 2 2+C2+3«C2+2 2 2*C2+3+C2+24 2+C4+kG14 4 2+C4+4+C4+ 4 Custom N •39.641 140' Anchor Group B Anchor Group D Yi %-Ya 11.391-11.391 I+C2+0+C2+1 2 1+C2+O+C2+1 2 i+C2+0+C2+i 3 1+C2+ C2+t 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+t 2 1+C2+0+C2+t 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2at 4 35-1/4" 3 t+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+C211 2 i+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 38" Ya-Ya-ii Y4-y-y 12.308-12.306 11 .391 - 13.397 1+C2+D+C2+1 14C2+0+C2+1 2 1*C2+0+C2+1 2 1+C2+O+C2+t 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+q+0+g41 4 1+C3+0+G3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+o+C3+1 4 46118' Ya-%-% 13.398.14.683 1+C2+O+C2+t 2 1+C2+O+C2+i 2 1+C2+0+C2+i 3 1+C2+0.C2at 4 1+C2ap+C2+t 4 1aq+p4q+1 4 1+C2+0+C2+1 2 1+C2ap+C2+1 2 1+C2+D«C2+1 34 1+C2+O+C2+t 4 1+C2+0C2r1 4 1+ a )'-YrY° 11.391 - 12297 1+C2+0+C2+1 2 1*C240+C2+1 2 1+C2+O+C2ai 3 1+CZ«04C2+-1 4 1+q+0+q41 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 i+C2«B+C2+1 2 i+C2+0+C2+/ 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 t+C3+0+C3+1 4 47-314' N- � 12298-i5.556 1+C2+OaC2+1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+C2+p+C2+1 4 1+q+0+C3+t 4 1+q+04C3+1 4 1+C2+p+C2+1 2 1+C2+O+C2+t 2 1+C2+O+C2+1 3 t+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 2 t+C2+MC2+1 2 1+C2+0•C2+1 3 1+C3+D+C3+1 4 14C3+0+C3+1 4 1+C3+O+C3+t 4 1+C2+O+C2+1 2 1+C2+O+C2+t 2 t+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+p+q+1 4 1+pa0+q+1 4 Custom 1091-12.016 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 52-118' )±-YrY 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 }�-�-3i 13.30 .17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+04C3+1 4 1+C3+O+q+1 4 1+C2+p+C2+1 2 1+C2+O+Q+t 2 14C240+C2+1 3 1+C2+O+C2+1 4 14q+p+q+1 4 1+C3+O4q+1 4 V 1aC2+2aC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C2+2aC2+1 4 1+C3+2aq+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 3 1+C2+2+C2+1 4 1+C3+2+q.1 4 1+C3«2+q+t 4 fi0" Custom Y-Y2-Y 11391.13.397 13.398-15.360 1«C2+2+C2+1 2 1*C2a2*C241 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 m )S-%-Y, 15,381 - 19.841 1*C2+p+C2+i 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+q+1 4 1+6t+0+C4+1 4 1+C2+O+C2+1 2 1+C2r0+C2+1 2 1*C2+O+C2+1 3 1+C3*O+C3+1 4 1*p+D+q+i 4 t+C4+0+CA+1 4 11.391-13.397 1+C2+3+C2+t 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 1 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1++3+C3a1 q 4 1+C3+3+q+1 4 Custom 3 4 i+q+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1aCk2+CA+1 4 7S Y-Ya-Yn 13.398.19.110 1+C2+2+tx+t 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C3+3+C3+1 1+03+0+p+1 4 1+C4+0+C4+1 4 1+C4+D+C4+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+0aC4+1 4 1aC4+OaC1+1 4 %-Ys-)i Custom 119.111 - 24.641 17.641 - 19.397 1+02+O+C2+1 1+C2+3+C2+1 2 1+C2+O+C2+1 2 1+C2+3+C2+1 2 +C3+0+C3+1 1 2 1+C2+4+C2+1 3 3 1*q+4+q+1 4 1+C3+4+ 4+ 4+ •1 4 i+ +3+ +1 1+C2+3+C2+t 2 1+C2+3+C2+1 3 1+C344+q+1 4 1+C3+4+q+1 4 1+04+4+C4+1 4 2 1+C244+C2+1 3 1+C3+4+C3+1 4 1+C3+4,1t3+1 4 1+CA•4.011+1.t 1•C2,d+c7j a 1+G2+3+C2*i 2 1+C2+3+C2+1 3 I+C3+3+C3+1 4 1+C3+3+q+1 4 1+C4+3+C4+1 4 B8' %_%_ 4 19.398 - 24.360 t+C2+3+C2+1 2 1+C2+3+C2+1 C2 1 t+t2a2*C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+t 4 t+C3+2+p+1 4 1+C4+2+C4+1 4 -�-3i 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+q+3+q+ 4 2+C3+3+ 4 2+ y-+h-% 29.fi41-32.515 +C2a3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+q+4r 3+ 4 2+C3+4+q+ 4 2+CA*4+aN 3PC2WC2* Z 2+C2+36C2+2 2 2+C2+3+C2+2 3 2+C3+4+p+ 4 2+q+kq+ 4 2+C4+kC4+2 4 120" Yi--�-)i 92.518-39.841 +C2+3+C2+2 2 2+C2+3rC2+ 2 2+C2+3+C2+2 3 2+q+4aq+ 4 2+CA+4+ +2 4+ 4+C5 2+ +2a 2! 2rt2�3aC2+2 2 2+C2+3+C24 3 2+g43+q+ 4 2+CA+3+C4*2 4 2+C4+3+01+2 4 2 2*C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+ 4 2+G1+4+Ck 4 2+CS+kC5+2 4 2+C2+3+C2*2 2 2aC2+3aC2+2 2 2+C2+3+C2+2 3 2aq+4+q+ 4 2+C4+kCA4 4 2+C4«kCA+4 140' Custom -39.841 2+C2+3+C2+2 REF TAR! F 15 FOR DESIGN PRESSURE NOTE5: 1) FRAME DIMENSIONS ARE BUCI6WIDTW "SUCK WIGHT(SEESHEETS,%4L• ••• WINDOW WIDTH - 60.72 SASH SIZE IS AS PER THE FIGUIRESON SHEETS 6-8. • • • • GLASS TYPES 10-12 A 14-16 "' MIN. SASH SIZE _ — 2 2) FOR SIZES NOT SHOWN, RONND 4UP TO�HE NEXT4W4ARW WITH OR HWGHT D14NSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 3) SEE SHEET 9 FOR A GUIDE TObSINO T14ESE TABL146. • • • • • • J-CHANNEL OR INTEGRAL 4) "1/4-1/2-1/4- AND "V3-1/3-i/3"tNDICATE *AT THOSE STANO/IRD•ASH COJNFI(WRATIW* FALL WITHIN THE SASH WIDTH RANGE • FIN FRAMES IN THE ADJACENT COLUMN. 'CUSTOM" INEICATES THAT AO STANDARD SASHICONFIGe1RATIONS FALL WITHIN THE RANGE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0411.08 Expiation date 09/24/2020 ey Mlam Produc! orkro M ADDED NOTE TO ANCHOR p QTY. TABLES. u' 4 In i +aa co 6i O O 0 O LO O n � � a1a0 LO Uj 0 sNsT{ R n j r = 2a0 = z11 Rg X:LI(0 0 z a Lr3 J _j o�^ y m J Dm0 co c°) H W tL O J o m Z iaa45 ® m = z Ij Of Q Z Z 20 5 p O o N v Q 0 ap!1 rosa0 s �. ANY LYNry * : No. 58705 *_ S�T TTE� : �� "'S�ONAL 1EN A. LYNN MILLER, P.E. P.E.0 58705 Al - Al C rn 01 V WITH THE MAY n r FVATIONS. Glass Types 14 - 16 Sash Conligira9an Sash Width Range (in) Anchor 0u antities for XOX Windows 24" HelgN 30" Height 36- Haight 1 48" Height 54" Height 83' HI 4" Height 30' Height 36' Height 48' H*lt 54" Height W- Haight Raint Level Head 8 Sill Head 8 Sill Head 8 $11 Head 8 SIB Head 8 5111 Head 8 d 8 5111 c Heed 8 Sill a a Head 8 691 v Heed 8 SIP a Head 8 Si0 a a Head 8 SIN 2 Anchor Group A Anchor Group C 35.1/4` 3W 4S1fB' 47.14' 52-1/8' m 60' 75" 1. 120" 140" x-x-x 11.39i-11,391 Not Alowed +O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C3+1 4 1+C2+0+C2.1 4 x-x-x 12.308-12.3W +D+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+C3+O+C3+1 4 x-x-x 11.391-13.397 +0+C2+1 +O+C2+1 2 1+02+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 3 I+C3+0+C3+1 4 i+C3+0+C3+1 4 1+C3+0•1C3+1 41+04+0+C4+1 4 4 1+C3+0+C3+1 4 x-x 13.398-14.863 x-Y2_X 11.391-12.297 +0+C2+1 2 1+C2+0+C2+1 2 1+-C2+O+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 i+C4+0+04+1 4 x-x-x 12298.15.558 +O+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 irC3+D+C3+1 4 Custom 11.391.12.010 +0+C2+1 1+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+0.m+1 2 1+C2+0+C2+1 2 1+Q+O+C2+1 2 1+C3+0+p+1 2 1+C3+O+C3+1 2 1+p+0+C3.1 3 1+C3+0+C3+ 3 1+C3+0+C3+1 3 11+C3+0+p+, 4 1+04+0+C4+1 4 I+C:4+0+C4+i 4 1+CA+O+C4+, 4 1+C4+O+C4+1 4 4 1+C4+0+C4+1 4 4 1+C4+0+C4+1 4 Y X-Y/. 12017 -13197 x-x-x 11398-17.016 Custom 11.391 • 13.397 I+ 2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C3r2+p+1 4 11+C3+2+C3+1 4 1+C4+2+C4+1 4 Y+-x-Y. 13.3W - 15.300 1+C2+1+C2+1 1+('2+D+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2r0+C2+1 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2r0+C2+1 2 1+C2+3+C2+1 2 1+C2+2+CZ+1 2 1+pr0+C3+1 2 1+C2+3+C2+1 2 1+C2+2+CZ+1 I 2 1+C3+0+p+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+0+C3+1 2 1+C2+3+C2+1 1+C3+2+p+1 3 1+C4+0+C4+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1rC4+D+C4+, 3 i+C3+4+C3+1 4 1+p+2+p+1 4 1+C4+0+Ci4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+7 4 1+C5+D+C5+1 4 1+04+4+04+1 4 t+C4+2+C0+1 4 4 1+CB+O+C5+1 4 4 1+C4+3+CA+1 4 4 1+C4+3+C4+1 4 4 IrCS+p+CS+, 4 4 1+C4+4+CA+1 4 x-x-X 15.361 - 19.641 Custom 11.391-13.397 x-Y,-x 13,396-19.110 Ye-x-x 19,111 - 24.641 Custom 17.641-19.397 x-%-Y+ 19.398 - 24.360 1+C2+3+C2+1 1+C2+2+C2+1 2+C2+3+C2+2 2+C2+2+C2*2 2 1+C2+3+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+ 2 2+(2+3+C2+2 2 1+C2r3+C2+1 2 2+C2+2+C2+ 2 2+C2+3+C2r 2 2+C2r3+C2+ 3 1+C4+4+C4+1 3 2+CA+3+C4r 3 2+04+4+C4+ 3 2+CA+3+C/+ 4 1+C +4+CA+1 4 2+04+3+04+ 4 2+C4+4+04« 4 2+C4+3+C4+ 4 1+C4+3+C4+1 4 4 1+C4+2+CA+1 4 4 2+C4+3+C4+ 4 4 2+04+3+04r 4 x-x-Y. 24.361-31.641 28.841-32.515 x-x-x 32516.39.641 Custom - 39.641 2+C2+3+C2.2 2 2+(2+3+C2+2 2 2+C2+3+C2+ 3 2+CM4+CA+ 4 2+CA+4+CA+ 4 2+CA+S CA+ 4 Anchor Group S Anchor Group D 35-114' x-Yi-x 14.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2r1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+CI+0+C2+1 4,+C7+0+C2+1 4 1+C2+0+02+1 4 36" x-x % 12.308 - 12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C 2+1 9 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+p+0+C3+i 4 1+C2+O+C2+1 2 1+C2+O+C 2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C3+0+C3+1 4 x-%-% 1091 - 13.397 1+C2+0+C2+1 2 iKx+p+C2+1 2 1+C2+0+C2+1 3 1+p+0+p+1 4 1+p+D+C3r1 4 1+C4 1+C2+0+C2+1 2 1+CZ+O+2+1 C4+0+C4+1 2 1+C2+0kC2+1 3 1+C3M*C3+1 4 1+p+O+p+1 4 1+C4+0+C4+1 4 45-1f8' x-%-% 13.398.14.883 1+C3+0.C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C3+1 4 1•C3+0+C3+1 4 1+C3+0+C3+i 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 %-Y'-x 11.391-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0.C2+1 3 1+C3+0+C3+1 p 4 I++0+C3+1 4 i+CA+0+G+1 4 1+C2+OrC2+1 2 iKx+0+C2+1 2 1+C2+O+C2+1 p 3 1++0+C3+1 4 1+C3+O+C3+1 4 1+G O+C4+1 4 47-14" x-x-x 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2«0+C2+1 3 1 1+C3+D+C3+1 4 I+p+0 C3+1 4 1+C3+0+C3+1 4 1+C2+10+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Custom 11.391-12.018 1+C2+0+C2+i 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+C3+0 C3+1 4 1+04+0+04+1 4 1+CA+0+C4+1 4 1+C2r0rC2+1 2 1.C2+0+C2r1 2 1+C 3+0+C3+1 3 1+C'4+0+C3+1 4 1+04+O+CA+1 4 1+C4+0+C4+1 4 52-116" x-%-Y, 12017 - 13.397 1+C 2+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+C9+0+C3+1 4 1+C4+0+C4+1 4 1+CA+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2,+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+O+C4+1 4 1+C4+0+G+1 4 %-x-x 113.396.17.0111 1+C2r0+C2+1 2 1«C2.O+C2+1 2 1+C3+O+C3+1 3 1+0+0+0+1 4 1+C4+0+04+1 4 1+C4+D+C4+1 4 1+C2+D+C2+1 2 i+C'2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0*CA+1 4 9 Custom 11.391-13.397 1+C2+2+C2+1 2 /+C2+2+C2+1 2 1+C2+2+C7+1 3 1+C3+2+C3+1 4 1+C3+2+C3-1 4 I+CA+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1++2+C3+1 4 p 1++2+C3+1 C2 4 1+C4+2+CA+1 4 m BC' X--x-x 13.398 -15.3W 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2rp+1 3 1+&+0r64+1 4 1+C3+2+p+1 4 4 1+CA+0+C4+1 1+04+2+C4+1 4 4 4 1+C5+142+�352+, 1+C2+1+C2+1 2 1+C2+0+C2+1 2 1+C2+1+C2+1 1+C2+0+CL+7 2 1+C2+1+C2+1 3 2 I+C.3+0+C3+1 3 1+C3+1+p+1 4 1+C4+O+C4+1 4 i+C3+1+p«1 1+C4+0+C4+1 4 1+C4+1+C4+1 4 4 1+CSr0+C5+1 4 Y.-%-% 15.361.19.641 i+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C3+0rp+1 Custom 11.391-13,397 1.C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C4+3+CA+1 4 1.C4+4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4,+CA+3+CA+1 4 1+C:4+3+C4+1 4 75" %-x-x 13.398.19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C4+3+64+1 4 1+CA+4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C,'2+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+CA+1 4 1+C4+2+C4+1 4 %-%-Y. 19, 111 - 24.841 1+C2+0+C2+1 21+C3+0+C3+1 21+C3+D+Ciri 31+C4+O+C/+141+CS+O+CS+1 4I+CS+4 1+C2+O+C2+1 21+CB+Orp+1 21+C3+0+C3+1 31+C4+0+C4+1 4,+CS+O+C5+1 41+S+O+C5+14 Custom 17.841-19.3t47 i+C2+3*f2+1 2 1+12+3+C2+1 2 1+C2+4+C2+1 3 1rp+4rp+1 4 1+C4+4+ + 4+ 4 1+C1+3+C2+1 2 1+12r3+(2+1 2 1+C2+3+C2+1 3 1+pWrC3r1 4 1+GI+4+CA+1 4,+CA+3rC4+1 4 96, x-x-x 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+CA+44A+1 4 1*Gy *+ 1 1+ C2+1 2 i+C2+3+C2+1 3 1+C:4+3+C4+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 x-x-x 24.361 .31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+ 4 2+CA+ + 4 it RC2R+C1+1 ! IAM+2+C2+1 2 1+C2+2+C2+1 3 1+CA+2+C4+1 4 1+04+2+04+1 4 1+C4+2•CA+1 4 29.841-32.515 +C2+3*C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2*2 3 2+CA+4+G4+2 4 2+C4+NCsl 4 2+C4jrC2 2+ + C2+2 2 2*(2+3+C'x+ 3 2+CAW+CAr2 4 2+C4+4rCAr2 4 2+CA+3+C4+2 4 120"-�-y 32.516-39.641 +C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+CA+2 4 2+C4+4 + 4 2+52+2+C1.2! 2+CZ3+C2+2 2 2+C2+3+C2+ 3 2+CA+3+CA+ 4 2+GN3+04+2 4 2+CA+2+C4+ 4 140' Custom -30641 2+C2+3+C2+2 2 2*(2r3+C2+ 2 2+C2+4+C2+29 2+CA+4+C4+ 4 2+C4+q+Cq+ 4 2+CA+4 2+(2+3+f2+ 2 2+C2+3+(2+2 2 2+C2+3•C2r2 9 2+CAW+C4+2 4 2+CA+4rC4«2 4 2*C4+e CA+1 c --- 1) FRAME DIME SION E BUCK IDTH ANl¢ UCK HEIGHT (SEE SHEETS 3-4). WINDOW WIDTH -80.72 SASH SIZE I R FIGURES N SH TS • • • • • • " MIN. SASH SIZE = 2 2) FOR SIZESgNOT•SHOVI�V. ROUND T E T AVAIV�& WlDili OR HEIGHT DIMENSION SHOWN ON THE TABLE 3) SEE SHEET gFOR A C♦11DE U T 5 4) "1/4-1/2-114ilAND-1/3-VJ&1/3-INDICATE TP#T Ty0STaNDJRD CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE BL IN THE ADJACEMT COLUMN. 'CUSTOM"jNDIC/11TES THAT NQSTAND SASH CONFIGURATIONS FALL W17H IN THE RANGE. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ring with the Fls, a Building NOA-Nm COG 17-0411.08 expiration Date 09/2412020 By Miam not ntro m ADDED NOTE TO ANGHOR e OTY. TADLES. � Y m In 0 . as o w it W to O O Of j z W woo > n VI ILul 0_j ZILL r0 cep_ UWo K ®� CO r Zv c�a J a, W n>� of > J WIL r J to ® & Q _j -pT = Q F Z Z a1— LL O O o o N U IY U) Q O alil 'xW aquas `Mil u. rail//' \ 14Y LYNIV _ * r No. 58705 4 %0T'-.• ATE F i�ss •. ORION •'G�� ,, ()/VAL 00'\ /f//llllllti A LYNN MILLER, P.E PEA 58705 Bill of Material # Part III Description Material 1 620121 Frame Head, Sib and Jambs - ,-Channel PVC 2 620122 Flame Head, Sill and Jambs - Flange PVC 3 620123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 AM) -Lift Insert / Trim Corer PVC 14 620131 Fixed Meeting Rail PVC 15 620158 Track Insert 6063 TB At 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620166 Monorail 808:1 TS Al 19 620156 Pull Rail Warlock 6003 TB AI 20 620144 Pull Rail Interlock Corer PVC 21 620150 Light Sash Reinfocement 6063 T6 Al 22 820151 Standard Sash Reirdorcement 6063 TO Al 23 620152 HD Sash Reinforcement 6063 TB AI 24 020153 IStandaid Meeting Rail Relnbresmerlt 6005 T5 Al 25 620154 HD Meeting Rail Reinforcement e005 75 Al 26 620155 H.D. Horl2. Roller Meeting Rail Reinforcement 6005 T5 AI 27 710X114PPA #10 x 1-1/4' PH. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187' x .220' Poly Pile 30 #8 x l' Ph. PH SIDS (Interlock Mounting Screw) 41O SS 31 78X312PPA #8 x 3-1/2' Ph. PH SMS (Ftxed Meeting Rail Screw) 41O SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cover PVC 34 r 720187 linstallation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 71199 Sweep Lock Cast Zinc 391 720190 Auto Lock Corer Assembly Cast Zrlc 401 #6 x 1.1/8' Ph. FH SOS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 421 76X34PPA #8 x 3/4" PH. PH SIDS (Keeper Screw) SS 43 7612FPTX #B x 112" FPH Tek (Reinforcement Screw) SS 44 Leadstile Top Comer Key Nylon 45 Leadstlle Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 LamL I.G. Bead PVC 74 Backbadding, GE 7700 or Dow 791 Silicone 75 71 B84/5 Setting Block (7/8' x 2- x 1/8"� 85 +1- 5 dum. EPDM 60 61011 Rol -buried Screen Alum 81 6 0012 lExtruded Screen From Alum 821 Extruded Screen Spreader Bar Alum 83 47042W Screen comer Key with P011 Ring PVC 84 47041 WICKGLB Screen Comer Key No PuI1Ring PVC 85 7CASPM Tension Spring SS 86 61BIBC48 Screen Cloth Fberglass 87 61635161614 .140" Screen Spline (Machina/Hand Rolled) Vin 1 NOTES: 1)17EMS # 5-12, 18. 35, 3e, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500" 3.500" 3.500" .062" --►I�- .062" 1 � 2.445" 1 Ef Tj 2.445 2.445 .L-L�1fLI� �L J_ CIP-"P"QjF-1C:3F-1r�I .625' J-CHANNEL .625"7011.GE FRAME FIN FRAME 1.375 O FRAME& � EAD, SILL AEAD.SILL & 1.375 O HEAD, 8 2' 4 507" �1.87-T 1.641" 1.437' Imo - EQUAL LEG FRAME OHEAD, SILL & JAMBS 1.630' k- 2.100- 2.176" 0 - - .772" .065" o a 1.020" 1.375" .590" .4711. .065' .060" �f� .070• .050" 1.000- 1231 �••� F-- LIFT L UFT RAIL 13 &TRIMCOIVER� t4 MEETING RAIL 15 FIXED TRACK K7 i6 SASH RAIL �19 INTERLIOCK 0- NTERLOCKCOVER .316" .070" 1.100" ' �L .750" 0 ,764' ILA -ray �.71t}"S' ��71S" .025 �-j�-� .035" -►}�-� �1�1.185'� I "VJT LAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD 72 BEADING O SCREEN FRAME B1 SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT 4 t 070 -I - --{ 1.1ez F- T- 1- F-- -i I- .zao 1.184' � t T -�-t��T- .070' -�-t- .094" .070" .791"�=A'T 1. 11" 1. j- � 1.z29' .810" u��uJ11 13°• 164" L .074" -..-I r - .150' 1.331' - - � 1.340" �-- -+-1 1.340- F-- rANoARD HD 23 FRCEMENT 24 MEETI GRAIL OFAIMEETING HRAILRMEETING 17 MONORAIL REINNOO REINFORCEMENT REINFORCEMENT REINFORCEMENT RaNeed 9y. able: Rarklare • • • • i i`��,�,�pp t �jy� i , • • RIRV" 03/27/17 n° owNces rH s sr. � . • • • • * . • • A.06705• i. *•;• • • • • %�� '•. L� • • • APRWP. '• \ "b • • • • • • PE.e 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • L�OFQ. WINDOW EXTRUSIONS & BOM IT TECHNOLOGY DRIVE Tree. lENICE. FL 34276 HOR,IZONTAL ROLLER- LM WG 3elW, nbd& $Cato' -F HR-5510 NTS 1 17 OF 18 -CERT. OF AM, 82MO PRODUCT REVISED as complying with th• Florida 6aliding God* Non -No. 17-0411.08 Expiration Dot • 9124/2020 By Mi. mT-D0d'prodoc4 Control J ROSOWSKI D05/ate: 15/15 MD-HR5510-01 I B MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SASH ASSEMBLY DETAILS EXTERIOR ATTACHED TO SASH RAIL Egress Lock BIN of Material i1 Part# Cowriptlon Material 100 7MC7024 Multi -Point lack Operator Cast Zinc 101 73340 Opamtor mounting Plate Seel 102 72015 MullipciM Lock Keaper Aluminum 103 720214 MukipciM Lock Guide Nylon 104 220217.221 Tie Bar (LengNl Varies) Stainless Steil 106 71024X12F FX #10 x 1/2" HIR MS Stainless Steel 108 78X1FPAX t#8 x 1" Ph. FH SMS Stainless Steal 107 78X75FPTX #8 x 3'4" Ph. FH SOS I Stainless Steil ATTACHEDMB _/ 103 2 ``` 30 FRAME JPMB 27 `1\ \ ' EGRESS LOCK I 37 DETAILS 40 (NOT TO SCALE 86 &1 OR 84 67 OPT. AUTO LOCK 45 -� , O PRODUCT REVISED as __Plying with the Flarlda - ATTACHED TO aulldinp Code � FRAME JAMB 108 NOA-No. 17-0411.08 I 48 Date 09124/2020 ExpirationxQ 4Expiration + 1ot By 16 - 10 wmam ad yoduct contmi 82 14 II OPT. 72 X4 Nil 40 41 ® 47 OPT. SWEEP LOCK ART JAMBO 80 OR 81 42 16 1 O 1ONOTECHNOLOGY DRIVE MITERED FRAME WITH 1 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS tllllll CERT. OF AUTH. #29296 SCREEN • • • • •• LYtvly R"�R By.03/27/17 n ASSEMBLY �.`��pNY NO CHANGES TH6 sr ter. DETAILS ' � • • • • • • • � Q; ':F� ; Rew.a W. Dat.: R.dsron: • • • • • • i * ;' No. 58705 33 B3 0 84 O • • • • • • •_ * - =� '•, it k7' �_ w.wPtlo�: EXPLODED WINDOW VIEW ororn J ROSOWSKI EXTERIOR FRAME ;I ;0,1•., aTE ; • •• :�-'4j •S�oNRI0#1 � now HORIZONTAL ROLLER - LM 05/15/15 NOTES: FOR CLARITY. DETAIASSEMLS • �. ..• AL !r!/ Sleet Rw: 1)GLASS AND SOME PARTSlOPTIONS NOT SHOWN ON DRAWING 1. OTHER FRAME TYPES APPLY. • • • • •--.� • • • • • I 11�� Ii, P.E SAH-lModak Soda: proatrg No. 2)J-CHANNEL FRAMESHOWN,PART# •• • • • • •• A. LYNN Mht HR-5510 NTS 18 OF 18 MD-HR5510-01 B 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS &8. • • • • • • P.E.#58705 • •• •• • • • •• •• ••• • • • ••• • • 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) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) 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 pode. This product is approved as described herein, and has been designed to comply with the Florldl Sdilding...... DESCRIPTION: Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelifeddd Transflm='L.M.IP:!,' P awing o. - .1, titledmy FrenchDoor gip . ,. .eets •••• through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by Ammwfacturer,.signdd and..... sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Comke} Revision sta" with..:.. • the Notice of Acceptance number and expiration date by the Miami -Dade County Prednet Contra! Section. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name -or logos city, state,. series, and following statement: "Miami —Dade County Product Control Approved unless othptwise• 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. JQN0A No. 17-0504.05 Expiration Date: January , 12)o5 Ir] Approval Date: December 14, 2017 1 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.13-0815.03) 2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision 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 Aix Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5570/1*D- 2770 PVC double entrance outswing doors, prepared by Fenesfrati ft Testhag Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, §ice Aand Valea-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 • • • • • • Y • 2) Uniform Static Air Pressure Test, Loading lei: MC, TAS.202-94 so 3) Water Resistance Test, per FBC, TAS 202-2j. . 0 4) Forced Entry Test, per FBC 2411.3.2.1, andTASV_02-q4 5) Large Missile Impact Test per FBC, TAS 2Q 1-24. :**so* 6) Cyclic Wind Pressure Loading per FBC, TAS'203-94 . along with marked -up drawings and installation diagram of a Series FD-553S/PD- 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 11105115, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) y Manuel , P.E. Product Contr 1 Ex4niner 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 (CONTEWED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.03) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 0 • along with marked -up drawings and installation diagram of a P.VC fi1'8d*Mndo`x,..... prepared by Fenestration Testing Laboratory, Inc., Test Report i�o: FTI.r9�38., dated - 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) • • • • • .... .... . . 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading Per F.AC, TAS 2D2-94 .. • . 2) Large Missile Impact Test per FBC, TAS DR 94 • • • • •:.. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • • • • • along with marked -up drawings and installation diagram W40at *Rigid PVC fixed '. window, prepared by Fenestration Testing Laboratory, Inc., Test Re port + ? • • • • FTL-7339, dated 05/23/13, signed and sealed by Jorge A. NayayIr.;P.E. •.. •. • :00 (Submitted under NOA No. 13-0815.03) • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel Perez .E. Product Control Ex mine NOA No. 17- 05 Expiration Date: January23, 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 NOA No.15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limbttl• far the".... series "VE 2000 Tan 202 and lighter shades (Non —White) 4tigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/1",'Q??iring br 6f %23/19.• • •: - (Submitted under NOA No. 15-0409.03) • • • • • • 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrf1 jt !? LimW ter their... • series "White Rigid Cellular PVC Exterior Extrusions foji-V indows aad.Doors'::..' dated 01 /23/14, expiring on 01/23/19. . • . • • • • • • • • •; • (Submitted under NOA No. 15-0409.03) • •"" ' 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusio.Us Lim te6ter their 6•' series "VE 1000 Tan 202 (Non -White) Rigid PVC EftaAor Extxusipns f�'..•; Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr. -ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft2-`F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. 13-0815.03) Manuel ere P.E. Product Contr 1 Ex iner NOA N6444504.05 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 5`h Edition (2014) and FBC 611 Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) • G. OTHERS • 1. Notice of Acceptance No. 16-0126.04, issued to PGT Industrltg;.tiic. f6f th8ir Series•.•'. "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Trar�%oj•- L.M. t.jitpproved• • • • on 05/05/16 and expiring on 01/23/19. .... 000 0000 ..... ...... .... ..... .. .. . ......... ...... . . . . . . . ...... .. ...... .. . .. . . . . 7, Waw, u- Manuel Per Product Control E_ am' 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 & SIDELITE/TRANSOM (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-DADE 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 BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE 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. 1/4" 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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 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 E1300. 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, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Group Anchor Substrate Min. Edge Distance Min. Embedment A 3116" Elco Uttracon Ungrouted CMU, (ASTM C-90) 1' 1-1/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" #10 Steel SMS (G5) #10 410 S.S. SMS #10 18-8 S.S. SMS P.T. Southern Pine (SG=0.55) 1/2" 1-We" Aluminum, 6D63-T5' 5/16" 0.063" Steel, A36• -5/16" O.G63" Steel Stud, A653 Gr. 33` 5/16" 0.063" B 3116" Elco Ultracon P.T. Southern Pine (SG=0.55) 1/2" 13/8" Grouted CMU, (ASTM C-90) 2-112" 2-1/4" Concrete (min. 2.85 ksi) 1" 1/4" Elco Ultracon Ungrouted CMU, (ASTM C-9D) 2-1/2" #12 Steel SMS (GS) #12 410 S.S. SMS #12 18-8 S.S. SMS P-T. Southem Pine (SG=0.55) 9/16" 1-3/8" Aluminum, 6D63-TW 3/8' 0.071' Steel, A36' 318" 0.071" Steel Stud, A653 Gr. 33` 3/8' 0.071" (14 Ga) C 1/4" Elco Ukracon P.T. Southern Pine (SG=0.55) 1' 13/8" Grouted CMU, (ASTM C-90) 2-1/2" 1.3/4" Concrete (min. 2.85 ksi) 1' 1-318" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1' 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 1/4" Elco 18-8 S.S. Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 13/8" Concrete (min. 3.27 ksi) 1-1/2" 1-3/8' Elco Uttracon Concrete min. 2. s' 2-1/2" 1�/8' 1 12) REFERENCES: TEST REPORTS: FTL-7339, 7371. 8715, 8716 & 8717 NOA'S: 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 • • • • • • • • 'AN•'=•NNEAl" • • • • • •r- APTEMPERED 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. • • • • • •PVA' = e90'•rROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. • • • *SG�-0§0' SEA �RYGLASO INTERLAYER BY KURARAY AMERICA, INC. MIN. OF 3 1 HHtAUS tlC 1UNU I NL MC I --- Materiel Min F" Min F. Steel Screw 92 ksi 12D ksi I" Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Etc Aggre-Cats® 57 ks1 96 ksi Elco UkraC>n• 155 ksi 177 ksi 410 SS Elco CleleRez® 127A ksi 189,7 ksi W63.T5 Aluminum 16 ksi 22 ksi A3B Steel 36 ksi 58 ksi Gr. 33 Steel Stun 33 ksi 45 ksi Type Description Where Used: # 1 1-3/16" Lami. IG (11W T- 11/16' Air-1/8" ANN - .090' PVB - 1/8' ANN) Door 2 1-W16' Lami- IG (3/18' T - 5/8" Air -1/8" ANN - .09(' PVB - 1/8" ANN) Door 3 1-3/16" Lami. IG (1/8" T- 9/16' Air- 3/16" ANN - .090' SG - 3/16" ANN) SideliterTransom 4 1-3/16' Lami. IG (N16' T - 1/2' Air - 3/16" ANN - .09D' SG - 3/16" ANN) Sldeiiterrransom 5 1-W16' Lami. IG (1/8' T- 9/16' Air- 3/16" ANN -.090' PVB - 3/16" ANN) Sideliterrransom 8 13/1fY Lami. IG (3/18" T - 1/2' Air - 3/18' ANN - .090' PVB - 3/16- ANN) Sideliterrransom 7 7/18' Lams. (3/16" ANN - .090' PVB - 3/16" ANN)I Door/Sidelite/Transom GUIDE TO SHEETS: • • • e • • • • SE6116HRET •RDR SPACER INFORMATION. GENERAL NOTES ........................... 1 ELEVATIONS ................................... 2 CODES I STANDARDS USED: GLAZING DETAILS .......................... 3 DESIGN PRESSURES ..................... 4-5 • 21 jj FLORI BUILDI CODE (F ) EDITION 1i ANCHORS ........................................ 4-6 • • a2$13 FLORI A BUIL4 JCODE INSTALLATION ................................ 7-9 • e •/WTM El 300" • • • • EXTRUSION PROFILES .................. 10 • •AINSUAR&P7•NDIII-20a6 FpR WOOD CDNSTFOCTION PARTS LIST, L ................... .'11-12 • • •AU4MINUM DESIGN (MANUAL, ADM-20e5 • • CORNER DETAILS..... ..................... 11 • -A%I S10D-12 • • • • HARDWARE DETAILS ..................... 12 1 •AISC 360-10 a • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED u, tt Plyh€ wiw ire Fkxids Huildi g(7ak .". ..en.i/ C) UPDATED TO FBC 2017, GUIDE TO SHEETS: • • • e • • • • SE6116HRET •RDR SPACER INFORMATION. GENERAL NOTES ........................... 1 ELEVATIONS ................................... 2 CODES I STANDARDS USED: GLAZING DETAILS .......................... 3 DESIGN PRESSURES ..................... 4-5 • 21 jj FLORI BUILDI CODE (F ) EDITION 1i ANCHORS ........................................ 4-6 • • a2$13 FLORI A BUIL4 JCODE INSTALLATION ................................ 7-9 • e •/WTM El 300" • • • • EXTRUSION PROFILES .................. 10 • •AINSUAR&P7•NDIII-20a6 FpR WOOD CDNSTFOCTION PARTS LIST, L ................... .'11-12 • • •AU4MINUM DESIGN (MANUAL, ADM-20e5 • • CORNER DETAILS..... ..................... 11 • -A%I S10D-12 • • • • HARDWARE DETAILS ..................... 12 1 •AISC 360-10 a • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED u, tt Plyh€ wiw ire Fkxids Huildi g(7ak .". ..en.i/ C) UPDATED TO FBC 2017, ADDED SPACER DWGS.. REVISED #22 - JR - 04/10/17 U LU z a ti C0 } n aroo 7 10(7 OJ N O U) aN O ZLLZo x Ld 17 ®a u.xa0 WZ - tE a 0_' w1 t H 0M0 Q > Q LL O O laa4s ® V # W H 7 S Z O Z W Z alo>s O LL � rD Z W n to W O CO LL aprJ rosa0 sava5 `111t I I..1/1 ,.`` NY LYNN ''%. * : No.58705 UZI��; r4NNAL 1,?``�� A. LYNN MILLER, P.E. P.E.# 58705 37-9/16' 38-3/4" MAX SLAB ( MAX. ) WIDTH MAX. / d M X. SL' HE MAX. SLAB (ALL HEIGHT CONFIGS.) TYP. DOOR SLAB x DETAIL HEET 40" 1- ( MAX. �� MAX. 1' MULL -�{ -+•,' X2) TYP. OoxxIo (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES 111 MA: HEIG OR WI EXAMPLE CONFIGURATIONS 40" n76' MAX MP. �I MAX," � T1'1' MULL 30.8 FT' MAX SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 XX 30.8 FT' MAX - SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 111" MAX. HEIGHT OR WIDTH 6 +{I 40' 3 MAX. ^_ + L MAX 1^MIUI �a TMULL lid OIX (SHOWN) OR XIO O X O VIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE SHOWN ON SIDELITESZ RAILS SHOWN ON SIDELITES) 40' MAX. 38-314' HORIZONTAL MAX, MULLION LLNUIH .1'1 111 40' MAX. TYP. F►- 1' MULL 98' MAX. VERTICAL MULLION LENGTH • SINGLE O • • • • • iop(MAXIMUM OF 2 NA W STIL :.:MO I+LED SIDELITES) RAIL O S EL ES • • LWIDE S➢LES AND NARROW • • 000 • • • • RA>�HOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD V 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 APPLICATION • • L. • • • • • • 660 6) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. • • • • 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRA%VgS AS • • • • A REFERENCE FOR SIZE LIMITATIONS. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) 1 l" MULL O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) y C) NO CHANGES THIS SHEET ' JR-04/10117 U ? as > INU I` Y aloe O Q u�i 0 d Of 2 Zo CID 0 = LLl 6 (_i O O Ag 11 w < HZ W .oN JMp N CDLU a" O Z 01 F- fq Z Q 0O cl ® IaavS 2 LL Z O H ZS Z W U ° O � LL W a U d ; apt 'sap s LYIV �``��ONtGEN N��C'�' Pam: • SF •. !�'i TE Al * : No. 5870b • � 11100 A. LYNN MILLER. P.E. P.E.058705 GLAZING DETAILS 1-3/t6' NOM. �y..._�� 1-3/16" NOM. GLASS STACK L� GLASS STACK 1-3/16" NOM. GLASS STACK GLAA'SS _ STANCK D I f GLASS STACK f STACK SILICONE GLASS \ _418' ANNEALED GLASS a/8" ANNEALED GLASS 3116" ANNEALED GLASS STRUCTURAL 11/16" AIRSPACE �090• PVB 5/8" AIRSPACE 090. PVB 9/16' AIRSPACE /1/8" —.090" SG pOLYISOBUTYLENE 1/4" NOM. .—IV ANN ALED GLASS 1/8"TEMPERED GLASS 3/16"TEMPERED GLASS " AN EALED GLASS - 1/8"TEMPERED GLASS 3116' AN EALED GLASS WITH DESICCANT KODISPACE EXT.GLASS 37 14 "EXTERIOR +< 14 '4SG TPS EXTERIOR 6GLASS O11/16' EXTERIORBITE GLASS BITE GLASS BITE 4z 37 :u va an 4z `—INT. GLASS GLASS TYPE 1 �J LASS TYPE 2 LASS TYj STRUCTURAL HOT -MELT BUM USED IN DOOR ONLY USED IN DOOR ONLY TYP. WIDE FRAM SILICONE NOM. D AIL, NARROW FR FOAM /-3/16" WITH DESICCANT 1-3/16" NOM. GLASS STACK —}�-►��.� 7116" LAMINATED - 1-3/16' NOM. y�J 1-3116' NOM. GLASS STACK 7116" LAMINATED GLASS STACK 7/16" LAMINATED EXT. GLASS— O SUPER I GLASS STACK GLASS STACK GLASS STACK SPACER \ —3/16'ANNEALED GLASS ^3116' ANNEALED GLASS 3/16" ANNEALED GLASS NXTTM /� 112' AIRSPACE .090" SG 9/16" AIRSPACE / 090" PVB 1/2" AIRSPACE / �" PVB 1/8" TEMPERED GLASS INT. GLASS 3/16- TEMPERED GLASS 3116' AN EALED GLASS 3/16' EALED GLASS 3/16' TEMPERED GLASS , 3/16" AN EALED GLASS 14 11/16" EXTERIOR C4- 1/78' EXTERIOR 14 11/16" EXTERIOR J� GLASS BITE a Q k.-iSS81TE a / GLASS BITE ALUMINUM a U 4 REINFORCEMENT 37 3B 39 40 ��n 37 38 39 40 n 3737 38 3a 4040 42 �'_.16"NOMI— TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 7116" LAMINATED GLASS STACK i3/16' ANNEALED GLASS 090' PVB 3116' A EALED GLASS 11/16" GLASS BITE GLASS TYPE 5 GLASS TYPE 6 TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• BUTYL UM & DESICCANT FOAM EXT. GLASS DURASEALOO CDAl,CD �v \—INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL 3i \ ILAI '44jNI--` STAINLESS EXTERIOR 4$ a • • • • • • • • • • • EXT. GLASS 46 ds • • • • • • • • • . . • •.. • • • . GLASS TYPE 7 ••• i• • • 0 i i • i • e• USED IN DOOR, (SHOWN) • • • • • • & SIDELITE/TRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XL EDGETm SPACER INT.GLASS PRODUCT REVISED O 'ptyi s with the Floral Banding CO& / D Ac ptm 14. Expitatir:n Dnt BY Mi... ade C) ADDED SPACER DRAWINGS - 'm JR - 04/10/17 U L.0 3 K Y ❑ () 17 (� N �f b Ln N 0 t� rc 0 Z0 J CDaw M ❑ LL m _'� = DI ®a ,Ig WC.) a It ,x o�0 .oN F- W caTi u JM0 iO4 o Z U ❑ LL 0 p q O iDa4$ aZ W o n a W O O fir Z Lf) U} Z a O > 0 LL all'1 '�sa0 s ua5 VCENSLc _ * No.AN 58TD5 O STA OF r7ONAL IEN A. LYNN MILLER, P.E. P.E.R 58706 SINGLE DOOR INSTALLATION N DOUBLE DOOR INSTALLATION 4' MAX. �-{ 4' CLUSTER _ASTRAGAL- j 9-il2" MAX. I^ 9' MAX. _ _ 9-10 MAX. _r_ _ _ _ I I I I /' \ CENTERED�I BETWEEN HINGES CENTERED BETWEEN B HINGES SEE' NOTE 11 12' O.C. NOTE 1 CENTERED I B EN HINGES I \ MAX- CLOCK CENTERED I BETWEEN HINGES \ '•� ' J�I 10-112 L 9' MAX. MAx. ANCHOR REQUIREMENTS SAME AS HEAD X X a XX Door. Design Prs-- al +1.70.0 PSF Gleaa Types 2 8 7 4" O.C. MIN., SEE TABLE 4, THIS SHEET, FOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE I I I I I I I I i 'SEE NOTE 1 I I I I 10.1/2' J MAX I ANCHOR REQUIREMENTS XX (USING ASTRAGAL) XX Door. Astragal Cluster Anchore Required Q Head & Sill Door Width (in) 48 60 72 78 o $'a �g �e log 9 2 at c�PJ ce l 2� H{m}t ga 2� 80 4 4 4 5 4 5 4 4 96 4 5 4 8 4 6 5 4 TRANSOM -TO -DOOR (X/O)OR TRANSOM-TO-SIDELITE (O/O) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS. SIDELITES & TRANSOMS TO THE SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION O O (XIO OIX XIX OIXIO XIOIX, OIXXIO, ETC) -' SEE MULLION CLUSTER SEE MULLION CLUSTER ,DETAIL BELOW �� `�� DETAIL BELOW ATTACH DOORS AND SIDELITES TO THE \ \i MULLION AS PER �I- III THE INSTRUCTION I I OF THE INDIVIDUAL DOOR OR SIDELITE I \ I `, I > I i BLE 5: TA VERTICAL MULLION i I i MAX. LENGTH CN DESIGN PRESSURE APPLICATIONS •/-70.0 PSF I I i I SIDELITE LF SIDELITE DOOR SAME AS HEAD MAX. 6' i \ �1"MULLION ' MAx � 4" O.C. MIN, 8" �} +14" O.C. MIN. I/ III 1 I 1 I 1 I I. SEE TABLE 6, THIS SHEET, FOR ANCHOR QUANTITY. SEE TABLE 1, SHEET 1 FOR TYPE SAME AS HEAD 8' \ �1' MULLION 4"O.C. MIN. i 4' �� 4" O.C. MIN. -�1 -11 t�t�� SEE TABLE 6, THIS SHEET, FOR ANCHOR QUANTITY, SEE TABLE i, SHEET 1 FOR TYPE FOR'OIXXV AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING / THIS TABLE. MULLION AS PER 1"MULII IIdle • • • • • • • • • • THE INSTRUCTION i • • IN6TFRJC.NM • • OF THE INDIVIDUAL TRANS Q�1 \`t 6' II HORIZONTAL • O R ANG! JAMESOF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.. SEE TABLE 1, SHEET 1, FOR PRODUCT -- �' MULLIOI`? • • • L P V 1EJCHORE. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH ji APPLI IaNSRR • G I� AT BBEC ��''QQ�Ni�NDED #10 FLATHEAD SMS OR 3116- FLATHEAD ULTRACON FOR EACH HINGE ANCHOR ALWAYS REO6im 2) FOR L D(UNIT�DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR TWO (2) ANCHORS EXAMPLE, ON AN'X10- CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE TABLE 7: DOOR OR _ �\ (TYPE A-D) AT EACH DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, HORIZONTAL MULLION SIDELITE MULLION END. _ • 000 • NOTES i ••• ••e DESIGN PRESSURE _ • • • • 1) SINGLE@DOOR MAY � LEFi OR RIGHT-HANDED. +1-70.0 PSF • • • • •2R MULLIONS SHOWI•ARE STANDARD 1' FRENCH DOOR MULLIONS. 40" MAX. MULLION LENGTH IN HORIZONTAL APW ICSTIONC e • e MALE1 CONFIOURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NCA. II ,ter TRANSOMS WIDER THAN 40' WILL REQUIRE ADDMIONAL • E LUN�ST 040HENT DIPS TO BE THE OVERALL ASSEMBLY DP. STRUCTURE OR CADE-APPROVED MULLION BETWEEN FREIQCH DOOR MOLLION IS LIMITED TO 96- IN VERTICAL APPLICATIONS AND 40IN HORIZONTAL APPLICATIONS. TRANSOM AND DOOR/SIDELITE. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/W TFtSOM OR MULLED ASSEMBLY. B) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Anchors Required far a Vereul Mullion (sach mullion •red) Door or sidelltearansom Width (#q 12 211 32 1 38-W4 40 JSLTfTR. m U m e ❑ aJ�i 9 e B U P E 4� u �eP WA 2 1 2 2 1 3 2 1 WA WA WA 1 2 1 2 2 1 9 2 1 3 2 1 WA 2 1 3 21 3 2 WA WA WA 1 2 1 3 2 1 3 3 2 3 9 2 • •e• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REV3SBST as—plyurg whh an Fbiie Building Code �r Aeseptanw No 2xp rotbn Dato I \.A 1 h C) NO CHANGES THIS SHEET JR-04110/17 LLJ C Y a aio0 � } pl- & rfj o A j� o 0 OLLc' Z <O = W 0. U U_ y Oma $ COO 04 IF- IaoO�aNH vS LLJ jr a1ZUZ 5 O WJ LLoN rn� U ; LL® aprl�sa4 5auag 1i/1111111 /1j .� LYNv _ * NO.58705 W-T-E� :•�[[/� FS''•F40RIDO' •''G\?. // TONAL 1e \ ,`�� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 8: SIdeIlbRremom Design Pressure (+!•, pd) for Glass Types E S 4 Si Os (In) B3-3l16 86518 68 70 72 76 78 LO 2 84 88 92 96 98 104 108 111 24 +1-70 +1.70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/•70 +f-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 *l-70 +/-70 +/-70 +/-70 +/-70 32 +l-7p +l-70 +r-7p +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/70 +1-70 +170 +1-70 +1-70 +1-70 36 +1-70 +1-70 +1-70 +1.70 +f-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 +1-70 +1-70 +1-70 383/4 +1-70 /70 +1-70 +1-70 +/-70 +/-70 +1-70 +r-70 +1-70 +/-70 */-70 +l-70 +/-70 +/-70 +/•70 +l-70 40 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +l-70 +/-70 */-70 +/-70 +/•70 +l-70 +/-70 +/-70 42 +/-70 +l-7p +rao +1-70 +r•70 +/-70 +1-70 +/-70 +1-70 +170 +1-70 +/-70 +/-89.6 +/88.5 44 +1-70 +1-70 +/-70 +/-70 +/-70 +l-70 +/-70 +1-70 +/-70 +189.8 +/886 +187.7 +187.3 46 +/-70 +f-70 +1-70 +/-70 +l-70 +/-70 +/.70 +/89.4 +/88.7 +/87.8 +/66.5 +185.6 $ in 48 r/-70 +1-70 +/70 +/-70 +/89.1 +/87.8 5p +/70 +1-70 +1-70 +/-70 .4 +187.6 +/-66 +/85.4 +/-61.1 rn 52 +/-70 +/-70 +l-70 +1-70 7.1 +/86.2 +/84.6 +f83.9 54 +r-70 +1-70 +1-70 +/89.2 5.9 +185 +/- 3.466 +1-70 +170 +f89.7 +188.3 4.9 +/83.958 +/-70 +/-70 +/89 +187.6 460 ft+1-70.9 ♦/-70 +r89.6 +/68.5 +f87 62 +r-70 +189.2 +/88 +188.5 63a116 +/--t +/89.1 +/67.9 +186.2 668/8 +1-69.1 +/68.9 TABLE 9: Sidelite/Tmnsom Dedgn Pressure, pal for Glow Types 5, 6 & 7 Long Side (in) 83-3116 66SdB 6B 70 72 76 78 02 84 88 92 96 98 104 108 111 24 +/-70 +/-70 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +f-70 +/-70 +/-70 +l-70 2e Z70 +1-70 +1-70 +l-70 +/-70 +l-7p +/-70 +l-70 +r-70 +/-70 +r-70 +/-70 +/-70 +1-70 +1-70 +1-70 32 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +f-70 +1-70 +l-70 +1-70 +/-70 +/-70 36 +/-70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 383(4 +/-70 +/-70 +1-70 +/-70 +/-70 +170 +/-70 +1-75 +/-70 +1�.9 +/-69 T:6 +/-6 9 40 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/69.8 +1.69.3 +168.3 +1a7.4 +l66.7 +/68.3 42 +/-70 ♦/-70 +1-70 +/-70 +/-70 +169.5 +168.8 +187.6 +187 +/66 +/85.1 S 44 +/-70 +f-70 +1-70 +l-70 +/89.1 +f67.5 +/66.8 +/85.6 +/65 +/-64 46 +1-70 +1-70 +189.4 +188.4 +187.4 +185,8 +185.1 +I63.8 w 46 +l-70 +l68.8 +1 8 -+/66.9 +166 +/64.3 +/83.5 +182.2 50 +169.9 +1678 +I66.8 +165.7 +/64.7 +162.9 +l62.1 52 +169 +/66.6 +/65.7 +164.6 +/63.6 +/61.7 • • • 54 +188.3 +185.7 +/-64.6 +163.6 +182.6 • • • • • • • • 56 58 +167.7 +187.3 +165 +184.5 464.1 +162.8 • • • • • • • 50 +167 62 +186.9 63-3116 +1-66.8 •• • ••• •• • • • • • • • • • • • •• • • • • • % NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITElTRANSOM OR MULLED ASS B• • • • LY. • 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. • • • • • • • • • • • •• •• • • • •• •• •e• • • • 000 0 0 SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. IF SHORT SIDE IS 40' OR LESS 28' O.C. MAX. I IF LONG SIDE IS 40- OR LESS I i 23-1/2' O.C. MAX. IF LONG SIDE IS OVER 40" I 6' MAX. I L __--___----- (SHORT SIDE) -i (WIDE STILES AND WIDE RAILS.SHOWN ON SIDELITES) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28' O.C. MAX. I I IF LONG SIDE IS 40" OR LESS I I I I I I I I I I I I I I I I I I I I 23-112' O.C. MAX. I I IF LONG SIDE IS OVER 40' I I I 23-1/2' O.C. MAX. IF SHORT SIDE IS OVER 40" I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY. SEE - TABLE 1, SHEET 1 FORANCHOR TYPE. i _j I I I _ I -)12- MAX (LONG SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" SEE TABLE 10, SHEET 6FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. -12'MAX (LONG SIDE) 6'MAX. _-----------J (SHORT SIDE) �I (NARROW STILES AND NARROW AND NARROW RAILS SHOWN ON SIDELITES) PRODUCT RHVISM Aft � b as .DIYiB A- dPeg Code , - Ac•p4sue No Evi.non Dae � By M'v i uct C) NO CHANGES THIS SHEET ' JR - 04I10/17 • �O��ii��ta00 mm ml. mmm M�m� mulm -mm . ......... . .. ... .. . .... .. . ..... . . .. .. ... .. .. NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/fRANSOM OR MULLED ASSIBLY. • • • • • 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. . . . . . . . . . . ®��•0000000000�■00000©©©©©©©©©©o©©0000 ��0000000000©o©o©o©©©©o©o©o©o©©0000 ®�a00000000©�©o©o©oo©o©o©o©o©o©©0000 O�oo©o©o©o©o©oe0000©o©o©o©o©o©©0000 �oo©o©r:�©o©00000000©o©o©o©■�©o©©0000 O�oo©o©o©o©00000�aoo©o©o©o©o©o©©0000 Om�©o©a©o©0000000000©o©o©o©o©�� ©o©o©000000000000©0©0©0©��■� LU a 1.2 co Lo ' Lo • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED u eandylog niN the FbrMa D TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING TABLE 1, SHEET 1. THE CORRECT LENGTH OR STAGGERING LOCATIONS, MAX• 28 23 10 SHIM .-. c 26 EXTERIOR EMBEDMENT 1/4" MAX. TT - SHIM EDGE DISTANCE / TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE- MIN. #10 C FLATHEAD SMS, SEE TABLE 1, SHEET 1. 72 5 EXTERIOR 70 DETAIL�A 2X WOOD SUCKSTRIP ALSO SEE BELOW OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE 'ATLYRjl1Y INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. •,;� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. U_ LJ-/ 47 48 32 • • • • • - •EXTERIOR I • 1" FRENCH DOOR MULLION • tj • • �' • (20 2 • • • • • • • • • • • EXTERIOR DETAIL�A 1 ANCHOR PER HINGE TO BE THROUGHg�z dILQ • • • • • • • • J L SUBSTRATE. MIN. 3/16" FLATHEAD i^, • • • • • • • • �J ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. INSTALLATION NOTES: • ••• • • ••• ••• 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT ANDLDGZ DISTANCE LIMITS. ANY INSTA•LATION OPTjON ShpWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • 000 • • • • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- • UACS 152E PTIEN*_ IF SFIITCAN BE IN•TALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X' ARE 1.1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRAA F WOLICKS TO B�ENeIg�RED BY%TWE 0 S APPROVED BY THE 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. • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 009 0 0 DETAIL TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. PRODUCT REVISED w complying with the FkwW li.ldmg Code Ac ptae°e 140 imtion Date �Q,��^, By iriii, NO CHANGES THIS SHEET - 04/10/17 C `l) i r Q °7O0 O 0 N 0 a� 0 OLLo 1:La7 G a ,re O U � ` of° .v0 o_ �W � u �Ma Z $ U3 Z Q O r of W ®� O S J°a4S Z O Z Q W °O°5 Q LL J h j Z LL anu�saa s „aS ��`��NY LYNiy �''•, 'CT`'••CICENs" * : No. 58705 ATE / s�� /o 1 IIVAL IEN 0. A. LYNN MILLER P.E. P.E.# 587M EXTERIOR ()0" 31 L 1" FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH I BUCKSTRIP INTO MASONRY. EMBEDMENT • < 114" MAX. ° SHIM EDGE DISTANCE TYP. ANCHOR < TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 1, SHEET 1. CONCRETE/CMU PER ANCHOR REQUIREMENT IXWOOD EXTERIOR BUCKSTRIP, V SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DOOR VISIBLE LIGHT WIDTH (DLO) / EXTERIOR V INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. DETAIL DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET /� 1. AVOID INTERFERENCE WITH OPPOSING TYP. ANCHOR TYPE, 1 1p 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT EMSEDMENTAND \- OR STAGGERING LOCATIONS. EDGE DISTANCE PER 23 10 SUBSTRATE,SEE EDGE - TABLE 1, SHEET 1. r \-1 �1 DISTANCE 31 EXTERIOR "' •a • • • • • • • • • • • CONCRETEICMU • • SIDELITE/TRANSOM FRAME WIDTH 18 • • • • • • • • • • • • • • • • PER ANCHOR REQUIREMENT DETAIL( DETAIL�G ••• ••� ••� ••• ••• INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCEpINI=S. ICJ: IASTALL : ON OPTION SHOWN&%YIBE `wIa ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1 X', ARE BUCKS WHOSE TOTAL THICKNESS IS 1E55 THAN 1-1/2". 1X WOOD BUCY•S ARE 10N�L I,�r1A CAIO B�INSTALLEbDIREC-MY TO MASONRY. WOOD BUCKS DEPICTED AS'2X" ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BU•KS60 BE ♦<wINEERED BI OJEFO OIZAS •APPROVEUB: THE 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. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCEPER SUBSTRATE,SEE TABLE 1, SHEET 1. 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 1/4" MAX. 23 SHIM EXTERIOR 32^2 V o1v7r DETAIL INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. PRODUCT REVISED . —14ying with the FJX*k 3w1di.6 Code Acee,I. M. I C) NO CHANGES THIS SHEET ' JR-04/10/17 a D1 � �aa 0: �o i 0 N & al°U 0 ui V) o -jo �' 0 I O o Z co 52 1 U Li • Aga HZ W I.- > J Z LL O Q c0 Ir O 1aav6 = Z Z aZ 'IOJS LL W F O LL C Q N O Z fq O I j Z LL a111 '�sa0 saue5 ON`( LYNX/ �''•,. or, St". * No.58705 ' ORIOP.• GN, 70NAL A. LYNN MILLER, PE. P.E.# 68706 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE ° — PER ANCHOR , REQUIREMENT 1X WOOD BUCKSTRIP, SEE t NOTE 2, THIS SHEET. ANCHOR TYPE, =DMENT AND EDGE ANCE PER SUBSTRATE, TABLE 1, SHEET 1. AVOID RFERENCE WITH DSING ANCHOR BY OSING THE CORRECT 3TH OR STAGGERING 4TIONS. 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. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'IX', ARE INSTALLATION 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 "9X" ARE INSTALLATION ANCHORS 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS &� 2�4q APPROVED BY THE AUTHORITY HAVING JURISDICTION. �/ J \ 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH 1/4" MAX. S FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP SYSTEM. OR FRAMING. SEE NOTE 2, THIS SHEET EDGE DISTANCE 2X WOOD BUCKSTRIP ' OR FRAMING, • EMBEDMENT SEE NOTE 2, ` THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 29R SUBSTRATE,SEE FLUSHBOLT TABLE I, SHEET I. %IL. SHEET 12 DETAIL I� f j DOOR VISIBLE LIGHT HEIGHT(DLO) DOOR ��f FRAME HEIGHT DETAIL INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. EXTERIOR a INSTALLATION OPTION 2 • • • • • • • • • • • • • I STAL TION •ANI10�S2ECTLY • 23 TYp.1111CHeR • • IyTO 41ASONRY. • • • TNIE, @l BL•DM@NT• • • • AND• • • • • DIST� E PES2 • • 010 SUBSTRATE.SEE TABLE 1. SHEET 1. L EMBEDi1ENi • tORE PE CHO • •A REQUIREMENT ° EDGE DISTANCE] • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISTANCE EMBEDMENT ENi 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 SIDELITE/ TRANSOM WINDOW FRAME VISIBLE LIGHT HEIGHT HEIGHT (DLO) �(411 I DETAIL TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER 29 SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM OR 3.4 KSI NOW SHRINK, 23 NON-METALLIC GROUT -FULL LENGTH ° a EM� ENT EDGE DISTANCE PRODUCT REVISED z. tdyingwith tin Florida Building C.& A _pturcn No • O24.O5 Expiration Date A� Ry Aliertu C)REVISED #22-JR-04110/17 U i U1 ❑ o A � ]C y C7.N Q g toto , J G �� 0 O ZL crop o u = LU p • �8 _ `JMQ oW ) H �Z U to z Q LL O 0) of O )a°vs 1- U 0 Z LL Lu F= 0 xZ ]�Lil )jZ5 9 LYN/yM '�.. `: ��4,`I!.•'`10ENSF ''�� * : •�` N0. 58705 ' o STATE ��L ' A;SZONAL 1'e • A. LYNN MILLER, P.E. P.E.# 58705 4.565" i, L:f 1.000" O1 FRAME HEAD & JAMB #20000,Rlgld Cellular PVC �+ 1.503" 1 .080' 3.564" Li �-[ - --►� 1.075" HINGE STILE 5 E REINFORCEMENT #20013,6063-T6 1.994" 1.359' r�--� INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC 4.922• �-2.281' 582' u °4 3.925" --� -f 1.45T 1 075" .075" J .312' 1.750' 1 1.375" 187" o�a��q OFRAME SILL O PANEL RAIL & STILE #20001, Rigid PVC #20002, Rigid Cellular PVC 1.500' ►{ 2.146" -7 .278' .080^ 3.518' .080• 3.518" -� .888' �- 1.075- OTOP & BOTTOM RAIL PANEL STILE REINFORCEMENT 7 REINFORCEMENT #20014, 6063-T6 #20015, 6063-T6 140* .281' J 281- � J oso• oeo" O14 BEVELED 15 OGEE BEAD 15 BEAD #20005, Rigid PVC 920006, Rigid PVC 632'� 1.875- I 1 935" 0.125^ T� 386 .0501,J4 SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC 3 1 .062' � THRESHOLD 22 COVER #20057, 6063-T5 .191' ANCHOR 23 PLATE #19031, 6063-T6 080" --y 1.075- I-- 8 ACTIVE ASTRAGAL #20016,6063-T6 1.450" q .610" 070" 16 FRAME SCRE COVER #20007, Rigid PVC 1 O SIDELITE ADAPTER 111 #20003, Rigid PVC 9 INACTIVE ASTRAGAL #20017, 6063-T6 075' 3' t�1 •�" i�t 17 ADD -ON FIN/FLANGE #20008, Rigid PVC .374• 4.561' .100" 1.000" 10 1"FRENCH DOOR MULLION #20022,6063-T6 1.258' 1 060, .375" .773" r .062' T�1 1" MULLION O� ACTIVE 18 CAP 19 ASTRAGAL COVER 0009, RigRigid PVC #20011. Rigid PVC •• ••• • • • • • •• 2.285" -�-I • • • •I • � • • 11• F 047' O50' -��- .063' .200' O24 THRESHO • • • AtliN['E TRIM CAP • • 25 P C L� *COVER #20020, 606j-' � *20E2106003-76 • : •#2 • ., Rigid PVC • • • • • • .901, O60" 1.041" 7/16"SQUARE 27 BEAD #20047, Rigid PVC 11 ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS LTD. I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED m w pjyine with the Mddth auildin8C-& Accept-N' /7D 04. - 05 C,apimti-Dd / 2DR C) REVISED # 22 - JR - 04/10/17 U W > "b � ¢ alb to (� ? O �Ha 0 to Ln 0 ZLLS w ULLc u Ts Uj CD I < H Z a S2cm Ir 'ON �Ma o�� H OZ Obi � !ry o Q LL o ILL 0 aaus F ® � 0 U rn Z a IZ Z up, O LL Lo Ir J Lo U Z 5 L a70 s,o sa,.is �."�ONY LYIV^r •,, No. 58705 .• -V = =�0 '�mn!��L�� 0NAL II Ii IEN A. LYNN MILLER, P.E. P.E.# 58705 • POT Part 0—tripion Material 1 20060 Door 8 Setelke/liansom Main rams Ce6uler PVC 2 20001 Door Frame SIil Rigid PVC 3 20002 Panel Stile 3 Rail Ce9utar PVC 4 20003 Sldeilta Adapter RigidPVC 5 20013 Hingo Stile Rainbrcarrnt Akan, 908}TB 8 20014 Penal Rail R hdomenork Akan., 6063-TS 7 20015 Penal Stile Retrdoroemam Akan, 6053-T0 8 2DO18 Atha A.Unal Rigid PVC 9 2D017 Inaothe As ld PVC 10 20022 V Fonoh Door Mufilon Ah m, 6063-TG 13 20004 kiectke Astragal Oner Rigid PVC 14 20005 1.1116' Baal Bead Rigid PVC 1s 2tX108 1-1r1C Ogee Geed PVC 18 20007 Scow c— Rigid PVC 17 20008 Adrian FaYFlage Rigid PVC 18 20009 1" MuBien Cep Rigid PVC 19 20011 Acthe Astragal Cover RIOW PVC 20 2DO12 Single Door Astragal Caw Rigid PVC 22 2DO57 Threshold Cover Alum.. 8083-T5 231 19W1 JAWIMPleft Alum., 8083-116 24 2D= 7lsashoM Cover Alum.. 8063-75 25 20021 Drip Cap Rigid PVC 26 20023 HkW Trim Cowr Rigs PVC 27 20047 7/16' Scitare Bea id PVC 28 Fin Weatherstrip 29 197113 Frame Weadrersbip 31 714FPT41 Fmn%4o-Wxle Slab Sw . 014 X 1-112" Ph. FH, 16.625' O.C. StainNea Steel 32 7S101X Frame-to-Nar. Slab Sore. 010 X 1" Pt, FK 2S O.C. Stainless Steel 33 78X1FPT410 Reinb umnot S— 08 X V Ph. FH, 18' O.C. St pleas Skit 34 7101QFPAX Foma A—bly Screw. 010 X2' Ph. FH Stainless Steen 35 714FPT41 W-W Slab Asw Scow 014 X 1-1/2" Ph. FH SteMleas Steel 38 71420X2.25 N-W Slab Assembly Screw 014 X2.114 Ph. FH Stainless Sted 41 20026 Setting Block, 85 +1- 5 duo. ViyI 42 BackGddng: Dovr985 or GE-7700 Silicor• 43 Argon Gas M BHL5140 Hot tMIt I 45 1652 Se Block 9/16' x 4' x 3116, 85 +/- 5 duo. 4wpono 46 1614 Set&V Block 1/2' x 1' x 1/8', 85+/- 5 dum. Neoprene 47 - 73 eve Nsrdvn BOM, Table 12, Sheet 12 90 20093 koo90 As Ca ACHal 1911 2Do35 JACtha As al 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 0 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 a DLO HEIGHT SLT/TR FRAME WIDTH -12.1 = DLO WIDTH WHEN USING PART 0 4: (NARROW RAILS OR STILES) SLTI TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR PANEL HEAD DOOR PANEL HINGE STILE DOOR PANEL LOCK STILE —0 • DOOR 6 SILL • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDELITE/TRANSOM SILL WIWIDE FRAME (HEAD SIMILAR) PRODUCTREVISED . —plyiM with the Fh wida OruldinB Curia ^ ' Acsept:ows Expirs[ion Doe Tb' Mimi a aARCCCrxBra[ C) REVISED 0 22 - JR - 0411(1/17 > z > `) C 3[ n eon 3 i C4 o N ? w rri 0 j U1 O U) z LL oLLi As 0 LIJ �Z ri< cT,l O °N JMO O 1 I- F— J C4 O Z c3) U Z O m ILL O O Q 7e=45 ® 0 J U) j Z W Z a W p O ILL W rn U } 5 X O L9 e111 .°S� seuas ANY LYNH e( �'��.•'........... VtCENS,'-. No. 58705 � E��F� .>� s O NAL A. LYNN MILLER, P.E. P.EA 587D5 HARDWARE DETAILS & LOCATIONS 47-49 62, 63 67 '2 52, 54 EQUALLY - SPACED / 87 _ / 47-49 53 54 EQUALLY - SPACED \ O \ a EQUALLY- MAX. SPACED JF� J�L \ 10" 6" MAX. MAX. TYP. 70-72 ")C CONFIGURATION # POT Part# 1 Description Material 47 666032701 P3000 3-PT Rhino Lock (Vi ), Amesbury Inc. Stainless tael 48 666032702 P3000 3-PT Rhino Lock (over 68"), Amesbury Inc. Stainless Steel 49 71032XIFPFX Rhino Lock Screw: 10.32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, Qg: #10 X 1" Phil. FH 410 S.S. 55 7BX12PFHUX Strike Plate Screw, ()N: #8 X 1/2" Phi. FH 41U S.S. 80 7SB1202 Flush Bolt Q09 61 7803725 Flush Boll: Rod Q09 62 420034 Flush Bolt Guide (M 63 7832X12FP)P Flush Bolt Guide Screw. B-32 X 1/2" Phil. FH 64 48033N Guide Pin (Xlq 65 78036 Flush Bolt Strike Plate (XX), Amesbury Inc. Stainless Steel 66 78 Flush Bolt Strike Plate Screw, (XX): 9B X3/4" Phil. FH 410 S.S. 67 vedes Handle/Lewr 68 cries Dummy Handle/Leaer 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032XIFPFX Hinge, Sleb Screw. #1032 X 1" Phil FH Stainless Steel 72 7S101X Hinge, Frame Screw. #10 X 1" Phil. FH Stainless Steel O 52,55 53,55 68 70-72 "XX" CONFIGURATION \ 61 SEE DETAIL, TOPLOCK SIMILAR HINGE DETAIL: • • • • • • • • •• 9116' BEYOND • • • • •P`1NEL • • • • FLUSH BOLT DETAIL • • •• • • • • • •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .s cnrnp ymg With tlyt Florida 3„tiding Code .:s=Mvsce No E:�iratiaa FYMa ny n,t:.,:ni 3 oduct .y C) NO CHANGES THIS SHEET JR - 04/10/17 ILI a w y Qq J cq O to p 0 -, w u Z t0 U Ud c 4s "°� Z a < tl a IY � .ON 9M0 _ Y J O Cl) Z Q - Q O N Ir ® N O LI 7»4S U t0 Z a' W ar°'S jr a IW7 LL Z w U } ; O u� LL LL aiY1 'osa0 a uag \`�tltii ntttr \\'t�ONL GEN,gF * No.58705 ' STATE ....OR.... ? 7/'()NAL1 �. A. LYNN MILLER, P.E. P.E.# 59705