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WS-18-429 i t i 'w ' Inspection,Worksheet Miami Shores Village 10060 N.E.2nd Avenue Miami Shores,FL Phone (305)795-2204 Fax (305)766-8972 Inspection Number: INSP-297678 PermitNumber: WS-2-18-429 Scheduled Inspection bate: March 12,2018 Permit Type:Windows/Shutters Inspector'Naranjo, Ismael Inspection Type:.Final Owner: MARSHALL,HAROLD Work Classification: Window/Door Replacement Job Address:1292 NE 94 Street Miami Shores,FL Phone Number Parcel Number 1132050100130 Project: <NONE> Contractor. RRC D VELOPMENT COMPANY Phone:(305)598.8761 i Building i'Jepartment,Comments (�i !n ract�o Ks—sedComments i REPLACING EXISTING WINDOWS 3 AND DOORS FOR t�lSP!11111}R COMMENTS False k IMPACT RESISTANCE c Inspector Comments , Passed Failed jCorrection Needed Re-inspection I Fee a , No Additional inspections can be scheduled until y reAnspect:w fee is paid' r E Mardi 09,2018 For Inspections please call:(305)762-4949 Page 5 of I6 9 Permit NO. 1NS-2-1$,429 Miami Shores Village Permit Typo:WindoWSIShufters 10050 N.E.2nd Avenue NE Perill 't ort<Ctassficalir�n llifii>Ridou�i/Door Replaceml Miami Shores,FL 33138-0000 Perm t Sltatus:APPROVED yF- Phone: (305)795-2204 toR1oA Y Issue Date.2%27/2018 Expiration: 08/26/201$ Project Address Parcel Number Applicant 1292 NE 94 Street 1132050100130 Miami Shores, FL Block: Lot: HAROLD MARSHALL Owner Information Address Phone Cell HAROLD MARSHALL 1292 NE 94 ST MIAMI SHORES FL 33138-2947 Contractor(s) Phone Cell Phone Valuation: $ 9,385.00 RRC DEVELOPMENT COMPANY (305)598-8761 (786)278-2022 ...._._. .._...�_®� _ . ... .., Total Sq Feet: 192 Type of Work:REPLACING EXISTING WINDOWS 3 AND DO Available Inspections: No of Openings:5 Inspection Type: Additional Info:REPLACING EXISTING WINDOWS 3 AND DO Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building i . I Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee �- Invoice# WS-2-18-68498 $2.25 02/27/2018 Check#: 13950 $ 129.25 $50.00 DCA Fee $2.00 Education Surcharge $2.00 02/20/2018 Check#: 13940 $50.00 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $179.25 I In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict c nformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID IT: that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and th rmore, I authorize the above-named contractor to do the work stated. February 27, 2018 Au rize4 Si ature:Owner / Applicant / Contractor / Agent Date Building6Lpartment Copy February 27, 2018 1 n ,. t y r f 1 A > , s t l Miami Shores Village BuildingDepartment RECEIVED 10050 N.E.2nd Avue, Miami hores,°Florida 33138 Tj'L Tel: (305)795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 u-h FBC 20 Imo" BUILDING Master Permit No. NS 18—(J2q PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip Folio/Parcel#: U7: Is the Building Historically Designated:Yes NO Occupancy Type: '- Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titlehol er): e� �' �"`b+�L j0� Phone Address: City:_Mite'-) j State: Zip��% Tenant/Lessee Name: Phone#: i [_mail: x �\` CONTRACTOR:Company Name: Address: k-�'7 City: �'�'a-i 1 State:E r Qualifier Name Phone1-3 2 ��9 State Certification or Registration 5�� Certificate of Competency#: DESIGNER:Architect/Engineer: ( ' Phone#: Address: C, City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: nz2 ` ' Type of Work: ❑ Addition ❑ Alteration ❑ New ® Re ai /Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ `W CCF$ CO/CC$_ Scanning Fee$9 Radon Fee$ DBPR$�•ZS Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ii)—; in')0A/9lYI Al Bonding Company's Name(if applicable) ` Bonding Company's Address _ City State Zip Mortgage Lender's Name(if a :cable) Mortgage Lender's Address d� 1 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sig OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of q�1 ��� 20 by 01 day oV 20� by who is personally known to �' who is epsonally known to me or who has produce V6���`�� as me or who has produced J 11 I��( as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si I c!" Si n Pri Pr! =o• . = Notary Public -State of Florida I Seal: =_�+ + : Notary Public -State of Florida $eal: : ; •_ +•= My Comm.Expires May 5,2018 ;�+ MY Comm.Expires May 5,2018 P3 Commission # FF 119515 Commission # FF 119515 of Bonded Through National Notary Assn. �"• Bonded Through National Notary Assn. 9 y APPROVED BY Plans Examiner Zoning Structural Review Clerk lo,. 4-arr»I-)A/)m n1 5 ORs,Es Miami Shores Village Building Department •••• n .....� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 OR1DA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). �gente�;� Qua 'fier caner Signature Date Print Name 1 a t i 2/20/2018 Property Search Application-Miami-Dade County am 0"RI"PERTY APPRAISER TICE OF THt F uOr Summary Report Generated On:2/20/2018 Property Information Folio: 11-3205-010-0130 4'� Property Address: 1292 NE 94 ST Miami Shores,FL 33138-2947 + Owner HAROLD C MARSHALL& d u, ERNESTO M GONZALEZ i 1292 NE 94 ST Mailing Address MIAMI SHORES,FL 33138-2947 PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 2/2/0 Floors 1 N Living Units 1 Actual Area 2,581 Sq.Ft Living Area 2,093 Sq.Ft Adjusted Area 2,337 Sq.Ft Taxable Value Information Lot Size 9,675 Sq.Ft 2017 2016 2015 Year Built 1952 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $282,915 $276,068 $273,802 Land ValueSchool Board $348,312 $324,082 $295,308 BuiIdln Value Exemption Value $25,000 $25,000 $25,000 Idling $162,655 $162,655 $162,655 XF Value $2,860 $2,870 $2,521 Taxable Value $307,915 $301,068 $298,802 City Market Value $513,827 $489,607 $460,484 Exemption Value $50,000 $50,000 $50,000 Assessed Value $332,915 $326,068 $323,802 Taxable Value $282,915 $276,068 $273,802 Benefits Information Regional Benefit Type 2017 2016 2015 1 Exemption Value $50,000 $50,000 $50,000 Taxable Value $282,915 $276,068 $273,802 Save Our Homes Assessment $180,912 $163,539 $136,682 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description 03/01/2001 L00 19581-0946 Sales which are qualed Note:Not all benefits are applicable to all Taxable Values(i.e.County,SchoolBoard,City,Regional). 05/01/1973 00 00000-00000 Sales which are qualified Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 15 + LOT SIZE 75.000 X 129 { OR 19581-0946 03 2001 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: . . ... . . . . .. .. . . . .. .. ... . . . . . . .. .• . . . . . . . . . . . . . . . . 0 0 00 . ... . . . . .. . . . . . . .. . .. . . . . . ... .. R E C E v D FEB 2 0 1018 01 Miami Shares illage APPROVED BY It -�, ZONING DEPT BLDG DEPT 2- 7 6 SUBJECT TO COMPLIANCE WITH ALL FEDERAL t STATE AND COI INTy RULES AND REGULATIONS I � _ r RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CO E, 2017,_ Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODEy ' DESIGN WIND LOADS IN PSF. Kd = .85 t FOR 175 MPH WIND ZONE ` } Interior&-Exterior Zones (4815 -Walls) Positive Pressures Exposure D . 'For the 175 mph Wind Zone CATEGORY 2 BLDG Effective Wind Area (or, Tributary Area) in Square Feet,-,' Height 10 .---77-25-7 30 40 ,x"50 ` '� '60 (Maximum) 1.00 0.95 0.92 0.89 6.86---. 0.86 15 48.9 46. 45.4 44.5 / >--43:8"-" 43.2 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4,, `ti,"47�6 47.0 30 55.1 52.6 51.2 501 N, X49.3 48.7 40 5T9 55.3 53.8 52,.,7 ' J 51.9 51.2 50 60.3 57.6 56.0 549-:77,` 54.0 53.3• 60 62.2 59.4 57.8 ./f ).561;67 5EC.7 594- < ••• 94-< • • • • Interior Zone (4 -Walls) Negative Pressures/-A, `�, ...... Exposure D For the 175 mph,Win)d2one CATEMRY 2 EMD3. '• • Effective Wind Asea (or„Tributary Area) in Sq&wA Fed.. ;;;;;• Height `10 , 30 , 4050 •• go... F (Maximum) -1.10 -1.0�,­ ' � C 1 w02 -0.99 -0:66: -0.96 5 Q&3- � -50:9 �, �� -496 -48.7 -47.9 ;F74• ;....; 20 -55.6. -53:3 _: ='52.0 -51.0 -5093 0 ;49��, •• 25 -57.7 -553, , -53.9 -52.9 =52.1 30 -59.8 -57.3 ``�` -55.8 -54.8 -54.0 -53.3 40 62.9// /,--60.2 -58.7 -57.6 -56.8 -56.4 50 -65.4',-,'"� -62:7 -61.1 -60.0 -59.1 -58.4 60 -67.5 %\�'64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 =Walls);Negative Pressures Exposure D For the 175 mph Wind Zone CATEGORY 2 BLDG f`+e_-�,'� Effective Wind Area (or, Tributary Area) in Square Feet Height 0 20 30 40 50 60 (Maximum), `/1.40 -1.29 -1.23 -1.19 -1.15 -1.13 -65.5 -61.1 -58.5 -56.7 -55.3 -54.1 20-'-,.,N "N -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8- 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9' r "`�`-,,40 -77.6 -72.4 -69.3 -67.1 -65.5 `-50 -80.8 -75.3 -72.1 -69.9 -68.1 166 �. 60 -83.3 -77.7 -74.4 1 -72.1 1 NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLATtROOFS a+ t " Length of End Zone (a): 10 of least horizontal dimension or .4 h, whicher e� /o -�-=-` but not'less than 4% of least horizontal dimension or 3 ft. (h = meanroof hveeight i ';f �'r°' THESE TABLES ARE NOT TO BE REPRODUCED_IN_WHOLE OR IN,PART r`4 IWITHOUT WRITTEN PERMISSION BY RAN MS ENGINEERING.ALSO,THFSE ROBERT­MONSOUR.- ABLES ARE VALID UNLESS SIGNED WITH BLUE INK AND SEALED IN . . ... . . . ... .. .. . . . .. .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 00 0 �. Nam`I Mean Roof Height Cornier Distance - - -- - =Type..-- Opening Size- _ 'Effect Zone + P es/For- - - - - --- - - — .- - -- Pres/For.m.- r m +Pres/NOA Pres/NOA - - — .. < �+ _. - - - — a. { }- cz p•Oz —7 - A71,ci A _ " -,- 1 --�-- _ ---77 v AA �267 53< Ll i 12 i --��-----f.-.-y_- _----_f-- --- -----i------- - f.__._ ._ f i _i �A 1� „�� `iV ��� • a ..� ••gib •,; 1Z:�f'� • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• . . . . . . . . .. . �A IZZ J� 4L� . . . . . . . . . . �A . . ... . . . . ... ... . . . . . . .. ... . . . . . . . . . , 3 MIAMI•DADE MIAMI-DADE COUNTY ME 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 ACCEPTANCE NOA v�.miamidadtgov/economv (Iis Industries, � Technology Driv h Venice,FL 3427 PE: 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). I 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 df sgch testing and the A.�••. may immediately revoke, modify, or suspend the use of such product or materiar witHin th4it� jP diction. •, RER reserves the right to revoke this acceptance, if it is determined by Miami—Daae j:unty lirod'uct ConIMP••• Section that this product or material fails to meet the requirements of the applicable bijuding epoeo• •••. This product is approved as desc ' to comply witli•the FtprI4413uildw ... Code, incl urrl e.- � � •••. ..... DESCRIP : Se71, ate 0"Aluminum Horizontal Rolling Windowv—• NII APPROV DOCUrawing No. 4127-10 titl indowt Impar',.;. sheets 1 through 11 of2 28/06 with revision Hdated 03/24/17 re a> d)� �nanufaeturer si tedg , P P 9 �...... and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Producf Control Iee%%on statnp • with the Notice of Acceptance number and Miami-Dade County Product Control Section. MISSILE IMPACT G: Large and Small Missile Impact Resistant. , LABELING: Each units re s name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. l TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically,terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 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. 17-0411.06 MIAMI•DADE COUNTYIM (ration Date: December 21,2021 ... , `3 S G.0 I. Z � ( / Approval Date: August 31 C Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window,Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision H dated 03/24/17, 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 t 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... along with marked-up drawings and installation diagram of$PVC,slidinr glass door;••• a PVC fixed window and an aluminum sliding glass door, usjjj. Kodis;Jae%SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXT.T Spacer syst@m and V • EdgeTM spacer system at insulated glass, prepared by Fenestroim Testing Laborat&Y,, Inc., Test Reports No. FTL-8717, FTL-8968 and FTV8970, dated*•11/16/45;•• 06/07/16 and 06/02/16 respectively, all signed and sealed by ic;Vs Ortega"h.E. (Submitted under previous NOA No. 16-0714.13) •••••• .• 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 101-94 :000:4 ••••:• 2) Cyclic Wind Pressure Loading per FBC, •AS.203-94'x• � �....� along with marked-up drawings and installation diagram of an XOX alufili+ horizontal sliding window,prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 9 E-1 PGT Industries,Inc. } NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' r B. TESTS (CONTMUED) 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 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) •••• •••... ...... . .. ...... C. CALCULATI • 1. or verification calculations and structural anal sis, com�l�}jir withliBC-5th ;••••; Edition (2014) and FBC-6th Edition (2017) dat 03/31/17 ah"revise4on•9'I/28/1•x••• prepared by manufacturer, signed and sea y Anthony Ly4jWi ler, P r••. 0**" 00 Glazing complies with A -09 ...... • • . . . . ...... D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources (RER).••••• E. MATERIAL CERTIFICATIONS 1. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.13) r rge M.Plasencia,P.E. Pro. ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, F.E. (Submitted under NOA No. 0 7-081S.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued } by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710"'Aluminum Horizontal Rolling Window—L.M.I., ;tpprdNed on 09NI/16 aT*d••• expiring on 12/21/21. . . ...... . .. ...... .... ...... •••• • •• ••••• • • • • •••••• f } r - I orge M.Plasencia,P.E. Pduct Control Unit Supervisor 7 NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 GENERAL NOTES:SERIES HR-710 IMPACZ HORIZONTAL ROLLER FLANGED ND INTEGRAL FIN WINDOW IMPACTRA G DESIGN PRESSURE RATNG GLAZING OPTIONS:(SEED LARGE&SMALL MI fLE VARIES PER OPTIONS, I OF 2 LITES OF 8"ANNEALED GLASS WITH A.090"PVB INTERLAYER. IMPACT RES SEE SHEET 8 B.5/16"LAM/CONSISTING OF{1)LITE OF 1/8"ANN LED RENGTHENED GLASS WITH A.090"PVB INTERLAYER. 1 .09 " TERLAYER. 'D.7 6" OF 3/18"AN ED GLASS WITH A.090"PVB INTERLAY E.7/16"LAMI CONSISTING OF(1)LITE OF "ANNEALED GLA LI 18" TRE HENED GLASS WITH A.090"PVB INTERLAYER. F.7116"LAM]CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.09Q"PVB INTER R. PRODUCT REVISED G.13116"LAM/IG:(1)LITE OF 1!8'OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5/16" as complyingwith the Florida CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"PVB INTERLAYER. Buildinod H.13/16"LAM]IG:(1)LITE OF 118"0 3116"ANNEALED(MIN.)GLASS,5/18"OR 3/8"AIR SPACE AND 5116"LAM/C SISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE NOA-No. 17.0411.06 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expiratloo Date 12/21/2021 L 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16°OR 3/8"AIR SPACE AND 5/16'LAM/ CONSISTING OF 2 LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. By ( ) Miami-D a roduct Con of J.13116"LAMI IG:(1)LITE OF 1B"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7116"LAMi CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090'PVB INTERLAYER K.13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 114'AIR SPACE AND 716"LAMI 3/24/17:NEW LAYOUT,SHEET CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. REORGANIZATION,UPDATED L 13/16"/.AMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7116"LAMI ANCHOR QUANTITY PER FOC CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. 2017,CHANGED ANCHOR TYPES 2.CONFIGURATIONS:OX,XO,XOX . Y = 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) y ,• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. t 30 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. o 0 0 U C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. > ti +� O 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. j� co N 5.SHUTTERS ARE NOT REQUIRED. O J o a y Z v 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, Z LL m r 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. U C) ELCO ULTRACON NOA'SZ v a CD �° qt ANSI/AF&PA NDS FOR WOOD CONSTRUCTION b °xO ALUMINUM DESIGN MANUAL o v 6.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). "Z w LL 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. O TABLE 1: 1)WHERE SUBSTRATE g J a�ws Anchor Frame Min.Edge Min,O.C. 4/1°' CONDITIONS REQUIRE ® 81 F Group Anchor Type Member Substrate Distance Distance Embedmentor 9 zo LU ANCHORAGE FROM MORE Z Metal Thickness THAN ONE OF THE ANCHOR N O QM feel SMS(Gr.5) = 55 16" 718" GROUPS ABOVE,CHOOSE THE < w Z oIw A 3 threads beyond Al! 63 T5 Aluminum 3/8" 911 118" ANCHOR GROUP OF THE o = JJ o metal substrate) j LOWEST LETTER FOR ALL W Jamb Hollow Block ASTM C90) 1314" 6" SUBSEQUENT TABLES IN THIS r; 1�ko UltreCon® All Concrete min.2.85 kel 1' 4" 1314' ul o m Ine APPROVAL. NOA DRAWING MAP nu ao.D .w•a 1/4"410 SS Elco CreteFlex® All Southern Pine SG=0.55) 1" 1" 1318" 2)FLATHEAD ANCHORS MUST SHEET 86#V TjtIMFIT HEAD.• • •• GENERAL NOTES.............1 Jamb Hollow Block,(ASTM COD) 2-1/2' 8" 1-1/4' � ONY LYNN �, C 1/4"410 SS Elco CreteFlex® All Concrete(min.3.35 ksl 2-112" 4' 1314' • ••i i i i i GLAZING DETAILS............2 ELEVATIONS.....................3 Fes% TABLE 2: • •i i i • •• VERT.SECTIONS.............4 No.58705 HORIZ.SECTIONS............4 •• ••• •• • • • •• =*.:ell :*= Matedal Min.Fr Min,Fu CODES/STANDARDS USED: _ 60 6teN 8crow 92 kal 120ltal •2017 FLORIDA BUILDING CODE(FBC),6TH EDrrION CORNER DETAIL..............4 Elco UltlaCon® 155 ksi 177 k5i a2014 FLORIDA BUILDING CODE(FBC),6TH®KION PARTS LIST.......................6 _ X-1g 410 88 Elco CroteFlax 0 127.4 kel 189.7 kai • �VTM E130409 •• •• EXTRUSIONS....................6 606375 Aluminum 18 kill 22 kill okNs/AF&AA NiIS-2015rFOR WOODZ,o%gf c-nON INSTALLATION..................7 �..........••,{e��� 8083.78 Aluminum 25 kal 30 kat ?1L.UMINUIII DHBIG;/MAN:,ADY-�15, • iss l�t ••• 11 42• • • a w a DESIGN PRESSURES.......8 i����rrlriltA�` A38 Steel 3e kai 58 ka] ANCHOR QUANTITY.........9-11 !^+r.33 Steel Stud 1 33 kill 45 krJ • A.LYNN MILLER,RE P.E.t•5870.5 • •• •• • • • •• •• ••• • • • ••• • • 50 21 50 SILICONE HOT-MELT BUTYL 112'NOM. 1/2"NOM. STRUCTURAL 53 GLASS BITE 5 GLASS BITE SILICONE STRUCTURAL 1/4'NOM. FOAM 3/16`NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT 51 60,61,62 51 fi3,64,65 EXT.GLASS EXT.GLASS as PRODUCT RE�he Florida Building Code OR HEAT STRENGTHENED GLASS 3M6ANNEALED OR HEAT STRENGTHENED G S NOA-No. 17-0411.06 �k.I/SANNFAIAD 090`PVB INTERLAYER .090'PVB INTERLAYER 1/6'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED Expiration Date 12/2112021 5/16'NOM. 7M6'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS INT.GLASS INT.GLASS ey Mia 1-D Produet Control KODISPACE O SUPER 4SG TPS SPACER®NXT""' 3(24117:NEW SHEET AOR INTERIOR (ALL SECTIONS) ALUMINUM (D = 21 50 21 50 REINFORCEMENT pOLYISO- DESICCANT FILL AREA W C3 BUTYLE AL 5116"NOM. cn 0 85-88 85-88 BUTYL& 5/16"NOM. SILICONE SEAL y.^ Baa p or 1/2'NOM. 1/2'NOM. DESICCANT ROLL-FORMED C7 a 59 GLASS BITE GLASS BITE FOAM STAINLESS STEEL. 0 co o S� Z N EXT.GLASS Z IL$ A 52 52 EXT.GLASS =111 66,67,68,69,70,71xg 7-6T73,74,75,76.7U U c a ,,�,� 1B"ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090`PVB INTERLAYER .09L7•PVS INTERLAYER INT.GLASS O p r 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS INT.GLASS W r 5/'18'LAMINATED u- 5MVORM'AIRSPACE sero 1R WiIRSPACE DURASEALO XL EDGET"' � 0 X OR 3M6"ANNEALED OR TEMPERED GLASS 1/8'OR 3116'ANNEALED OR TEMPERED GLASS 67 SPACER &SPACER `" 13/18'NOM 13116•NON. $ � 13!16"LAMI IG GLASS W/5116"LAMI 13/18"LAMI IG GLASS W/7116"LAMI ® Z TABLE 3: rL GLASS TYPES: PartA Description Material N w 5116"LAMI-(1/8"A,.090"P y a Q 0 B.5/1 PVB,1/8'HS) 85 Kommeding 4SG TPS Spacer System o = L7 c C.5/16"LAMA- 1/8" S See this Z 86 Quanex Super Spacer nXf with Hot Melt Butyl 7/16"LAMI-(31116"A. PVB Sheet for 16"A,.09('P ,3116"HS) 87 Qtlanex Duraseal Spacer Materials F.7118'LAMI-(3/16"HS,.090"PVB,3118"HS) 88 Cardinal)L Edge Spacer G.13116'LAMI IG-118"OR 3116"A(MIN.),5/16"OR 31W SPACE,5/16'LAMI-(118"A,.090"PVB,118"A) ZFEWNCE TEST REPORTS: -8717,8968 a 697 H.13/16"LAMI IG-118"OR 3116"A(MIN.),5/16'OR 318"SPACE,5116"LAMI-(1/8"X.090"PVB.11W HS) •• ••• • • • • • •• �.�`ANY LYN/v /,"I" I. 13/16'LAMI 10-1/8"OR 3116'A(MIN.),5/16"OR 318"SPACE,5/16"LAM]- 118"HS,.090"PVB,1/8 HS • • • • • • • • • ��` �� J.13/16'LAMA IG-1/8"OR 3/16"A IN.),3/16'OR 1/4'SPACE,7/16"LAMI-(3116'A,.O90"PVB,3116"A) ' • •• • • • • • ��'��GFAisF•.!(� {M ) ( ) •• • • • • ••• • p K 13116"LAM]IG-1/8'OR 3/16'A(MIN.),311V OR 114"SPACE,7116"LAM[-(3116"A,.090",3/16"HS) • • • • • • • • • z No.58785 L. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 114"SPACE,7116"LAMI-(3/16"HS,.09(",3116"HS) '• ••• •• • • • •• =*" # FOR INSTALLATION IN THE HVHZ ABOVE 30 • ••• • ••• ••• • FT,GLASS TYPES GTEMPERED I.G.GLASS CAP.BOTH THE DP-L SHALL HAVE A • • • • • •D • '.�` ' FtoR+o!.•' �_�' • • . S ' ....... C?. ANCHOR QUANTITY REMAIN UNCHANGED. •• • • • i i •• • •• i i ����s��lVAL 1E ��� • • •• • • • • • • • • • • • • • A.LYNN MILLER P.E. "PVB"=KURARAY TROSIFOL•PVB INTERLAYER PAX 58705 ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 /8•' 27 318" 27 318" A X.DLO -- 54 5,116"MAX.DLO FIXED 1-"- MAX.DLO - MAX.DLO VENT VENT FIXED D D B t B PRODUCT REVISED B B i as complying with the Florida Building Code / Non-No. 17-0411.06 expiration Date 12/21/2021 I� By Mlami Product Control i / X O X X O X 1 I fI 3124N7:NO CHANGES THIS ' I �i SHEET. -- -- > aED - I- 85 7/16"MAX.WIDTH I.F.FRAME—� o a Cl) O 110"MAX.WIDTH I.F.FRAME 86 7/16"MAX.WIDTH FLANGE FRAME Nn wro I It+--- "MAX.WIDTH FLANGE FRAME a O r-i DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) z 1 8, .!E w uj �a U W00 NOTE: n 33 9/16"MAX. 6'MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO oZV � 3 J o °0 M 63"MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL Z i t A FRAME N Z A I f ALL 15 'a a z ,Rs CONFIG. p S O o 57 3/8" O Q n MAX. DLO ^— 43 I.F.FRAME ° 2 DLO ALL / / to FIXED / / VENTS LITES 62"MAX. ——� a.t 'aeea I .FRAME `tl�t 1j1j� Q I X ALL ••• ••: : • • • ••• `�.�`D�yY LYlVgr��•,��� NFIG. • • • • ��... •• ••• *00 • • • -*: N0.58706 13 FLANGE FRAME TE C . . . s . . . . . ., '•.FCORIOP.•'' �� 73"MAX.WIDTH I.F.FRAME ••• i • i •• VI EW D-D: �"SS70NAL�?G�� 7 WIDTH FLANGE FRAME ••• :(FRAMENER7RUCTION) 1Gb •GM - 111 71111th% TAI L A-OX OR XO A LSM 8 p E . • . . . • . . • • 0 see • .• •• . • . •• .• INTERIOR 37 32 35 22 39 1 22 p p 1s EXTERIOR INTERIOR 13 PRODUCT REVISED B complying with the Florida Building Cade NOA-No. 17-0411.06 21 MAX.VENT DLO MAX.FIXED DLO MAX.VENT DLO Etpiration Date 12!2172021 MAX.WIDTHFLANGE FRAME ey ( Miami roduct control EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) =4117.-NO (HORIZONTAL THIS MAX. INTERIOR 7 32 37 > N � 39 o HEIGHT _ FLANGE cn}I`O. WoO mFRAME MAX. O r VENT DLO Q 16 0 _ U U'0 • FIXED n � DLO IENT 43 o Z Lu LL 22 MAX.FIXED DLO 7 MAX.VDLO I ::1z O MAX.WIDTH(I.F.FRAME) a 21 EXTERIOR SECTION A-A Z w , (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) N g z fx 24 o O Z o = O 8 22 21 41 Q N 12 24 8 EXTERIORjCINTERIOR •• ••• •12 : ; ' ��`� Y LYN N N* EXTERIOR042 �,ILL INTERIOR * NO•58�6 ..• • -� �� '� arE • • • • • • • • • • ,S G� 1fl SECTION C-C '.• ••• ••• HEAD •�• ��NA�EN�`� ' n�ivdlrvll!!iL�t�.vF ` (VERTICAL SECTION.FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION, I.F. FRAME) vERSo703 I fy k • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: TTII11 DWG# DESCRIPTION MATL PGI•# II DWG#REV DESCRIPTION MAIL PGI# 1 4102 A FIANGEFRAMEHEAD 6063-T6 AL 612237 666 (SASS 13/16'LAMIIG 118"A . INJ,3!FAIRSPACE 5/16 LAMI 1/8"A,.090PVB,1/8"A 2 4025 1 SASH STOP STD. (ANTI LIFT CLIP) 6063-T5 AL 612144 67 " 13/16"LAMI I&1/8"A(-LIIN.),3/8"AIR SPACF, 1/8"A,.090PVB 1/8"HS 3 198X 3/4 PH.PAN HEAD 7834AA 68 13116'LAMI IG1/8"A(MIN.),,3/8"AIR SPA 5/16"LAMI 1/8"HS .090 PVB,I/8"11S 4 4053 ISASH STOP COVER SASH STOP 6063-T5 AL 69 13116'LAMI I113116"4 IN.),5116'AIR SPACE,5116'LAMI(1/8"A..090 PVB,1/8"A 6 4136 FLANGE FRAME S1II 6063-T6 AL 64136 70 " 13/16-LAMI 1&3116'A(MIN.),5116"AIR SPACE,5/16-IAMI(1/8"A,.0.90 PVB,1/8"HS 7 4137 SILLADAPTOR 6063-T6 AL 64137 71 13!16"LAMI 1&3116'4 IN. 5116"AIRSPACE 5/16'LAMI I/8"Ii5.090PVB,L'8" 7Z 13/16'LAMIIGUS"A IN. 1/4"AIRSPACE,7/16"IAMI(3/16'A..090PVB,3/16"4 PRODUCT REVISED 6063-T6 AL 64131 Bu complying with the Florida S 4131 ROLLERTRACSG 73 " 13/16"LAMI ICrl/8"A U4"AIRSPACE,7/16'LAMI 116'4 .090 PVB,3/16"HS Building Code 10 71298 WEEP HOLE COVER POLYPROP. 71298 " NOA-No. 17-0411.06 74 13/16"LAMI IG•U8"A(MIN.),U4^AIR SPACE,7116'LAMI 3/16"HS.090PVB 3/I6"HS 12 1626 JADHESMOPENCaLFOAMPAD 7PAD1626 75 LV16"LAMII137-3/16"4 IN.,3/16"AIRSPACE,7/16-LANE 3/16"A .090PVB 3/16"4 Expiration Data 1 2121/20 21 13 4002 A FLANGEFRAMEJAMB 6063-T6AL 617125 76 13/19LAMI IG3/16'4 ,3/16"AIR SPA7/16"IAMI(3/16"A,.09UPVB 3116-FIS) By 14 4134 GASKET FORMAIN FRAME SIL JOINT 74134W/K •7 13/16"LAMI IG3116"A(MIN.),3/16"AIR SPACE,7/16" 16"HS,090 PVB,3116 mlami7pae Product Control 15 1155 98 X 1.000 QUAD PN.SMS 781PQA 90 1014 SCRFIId FRAME OR.&VER 3105-H14 AL 16 4110 G SCREENADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP, 3/24!17:CHANGED GLA7JNG 17 4054 B FD®MEEIIIGRAIL 6063HD•T6 AL 64054A 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. SILICONE. 19 4066 W STP. 187 X.230,FIN SEAL 640666 93 1073 SCREEN SPRING ST.ST. 21 4105 ISASH TOP&BOTTOM RAIL 6063-13 AL 61Y140 94 1624 SCREEN SPLINE-.135 DIA.FOAM FM PVC 22 1683 WSTP. X270 HAM FIN SEAL 616836 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC w o Y x 23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 S(ItF2Si CLOTH > N N 3 "'P7 24 216 BRASSROLiFRWHEELS BRASS 7BRWIR2 " 0 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M }n �Z 32 4006 D SASHMEETINGRAIL 6063HS-TEAL 64006 2.710 0 A - 33 1235 W STP.170 X 270 BA O FIN SEAL 67S16G OJ-i z N ma v 35 1096 SWEEP LATCH DIE-CAST 71096 x w`o Uj �� U �• 36 1016 #8 X.05 PR FL SMS 7858 w 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.624 0~>" tatty 38 1683 jWSTP.'M X.270 RAM FIN 67070K SEAL 670706 [062 w 39 7070 BULB WEATHERSTRIP.187 X.275 Z�' 40 uFrRAILCbVERCAP 74078"C'LORR 0 Ln O 41 4139 LF.FRAME HEAD 6063-T6 AL 64139 Elf 42 4140 LF.FRAMESLLL 6063-TEAL 64140 41 I.F.FRAME HEAD $ '" 43 4141 IF_FRAME JAMB 6063-T6 AL 64141 #4139,6063-T6 N Z 50 GLA ZING SILJ DOW 791 899 995ORC£7700 51 1224 VINYL GIAZINGBFADBUIB 6TP247W � 0 T �s 52 1225 NTNYLIS AZINGBFADBULB 6TP248K O x co c o 53 4039 1 B GAZINGBEAD-5/16" 6063-T5 AL 64039B 2.784 F r 54 4044 1 B I GIAZINGBFAD-5/16"W/GRIILKIT 6063-T5 AL 644703 O x Q a 55 1 4222 1 A (ZAAZINGBEAD-7/16" 6063-TS AL 64222 062 3.152 56 1 985 1 C I GLAZINGBEAD-7/I6"W/GRIELIUT 6063-T5 AL 6985 .`'tt11 59 4067 C8.A2;IIvGBEAD-13/16" 6063-T5 AL •• • • • • • •• 062 '(LYN� �i 60 LASS 5116"LAVH U8"A_090 PV13US , "A 1' • • • • • �•''1 tCEN3�c •�`' 61 " 5116"LAMI 118"A_090 PVB 1/8"HS • •• • • • ••• `:� 62 5116"LAMI U8" .090PVB U8" 43 I. FF= �n�+� A1�6••• i i ••• _ No.58705 63 7/16 LAMI /16"A .096PVB 3/16"A 64 7/16"LAMI 16"A .090PVB 3/16" �p0'•. $� 65 " 7/16"LAME /16'BS.090PVE13/16" R-. Z' •!• •:• ••• ••• • __•2.710 %;;t.' •.�,�'CORIDI;.•'G=� • • . . 42 J.V.FRAME SILL '�.SZONAL�p0 • • • • • • • X406063-TB ��triiliitit�` • • • • • • A LYNN MILLER,P.E P.E.#58705 1 t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062 � 1.187 3.'52 1. 730621'513--1 PRODUCT REVISED 1. 73 062 3'090 040 I— 738 Bu comp Codewith the Florida 1. 22 NOA-No. 17-0411.06 I Expiration Date 12/21/2021 2.71 2.710—�{ I .443- { By Miaml-Daroduct Control D FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER O SASH STOP COVER #4102A,6063-T6 #4136,6063-T6 #4137,6063-T6 #4053,6063-T5 3f24/17:NO CHANGES THIS SHEET. 2.784 062 o S 062 > Y t� tYn - IIS .062 1.187 D W c� 3 Q 437 LL_ �2 1.363 O o y 490 062 N IR a, o r 1.451 { 1.46 �1.403� c 6 t0 N SASH STOP O HORIZ.ROLLER TRACK 1 FIXED MEETING RAIL 13 FLANGE FRAME JAMB z La w #4025,6063 T5 #4131,6063-T6 #40546,6063HD-T6 #4002A,8063-T6 W LU co a '" LL c O � m .062 2. 79 2. 6 x.050 1 z 1.183 1 87 062 1 —� O 0 z " � 878 ua p O 6 —�1.29'1• 1 o 0 c 111-349-4 -�{ 1.081 1.096 1 j :'If IY O21 SASH TOP&BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" a _ #4105,6063-T5 O #4006D,6063HS-T6 O #026,6063-T5 #4039B,6063-TS ``211111 111tl,7j 050 oo oc 678 .678 050 •678•• ' p X03 • 050 =# ; No.56705 • • •• • • *_ .050--5;- 1.096 050 1.096-}�--►{ f ' _ � - 1.096 �- —�I T 1.115 O: - GLAZING BEAD,5116" O GLAZING BEAD 7/16" O GLAZING BEAD 7/16" GLAZING BEAD, 13/16" =�0'- ATE FI}:` 54 #x0446 sos3 Ts 55 #4222A.6063-TS #9 ••• •• 9 ••: •�11�7,6063-T5 s •�ORtOP.. (USED W/GRILL Krr) (USED#IV/6RILI•KIT) • • • • • • `S7 N ` • • • • • • • • • • �r,,�NAL1E��`` ••• •• • • ••• ••• • • A.LYNN MILLERP.E.P.• • • RE.0 W705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E ANCHOR TABLE,SHEET 1 2x WOO BUCK, SEE ANCHOR SEE ANCHOR NOTE 1 NOTES: TABLE,SHEE TABLE,SHEET 1 � 1 3 " SE CHOR MINN.. 1.WOOD BUCKS DEPICTED IN THE SECTI ON THIS PAGE A ARE BUCKS /' "• TABLE, EET 1 WHOSE TOTAL THICKNESS IS LESS THAN 1 1/ �1x WOOD BUCKS OPTIONAL IF 1x OD c �_ UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. W BUCKS UCK, ED AS 2x ARE 1 1/2'THICK OR GREATER.INSTALLATION TO THE S STRATE OTE 1 -- OF WOOD ENGINEERED BY OTHERS ORAS APPROVED BY AU ORITY HAVING JURISDICTION. PRODUCT REVISED 1/4� 1/ as eompfyIng with the Florida MAX J MAX 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A Building Code SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17-0411.06 IN THESE DETAILS FOR 2x WOOD BUCKS. Expiration Date 12/21/2021 SEE ANCHO SEE ANCHOR TABLE,SHEET 1 D TABLE,SHEET 1 DETAIL B 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO By CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF Mlam' a Product Control TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 324/17:REVISED NOTES TO 4.0.131'DIA MIN.X 2 1/2"NAIL AT CORNERS AND 5"O.C.TYPICAL DETAILS G,H&L COMPLY WRH NEW 1/4' ANCHORAGE.ADDED NOTE 4. SSHIM 3/8" 114" IM SEE ANCHOR MIN. TABLE,SHEET 1 INTERIOR w a (JAMB DETAILS E,QE OR F&1) 2-1/2"MIN.EMBEDMENT > `� M ".a I N rna o dO Z N SEE ANCHOR BE ANCHOR �I E�RIOR INTERIOR� Z LL m w TABLE,SHEET 1 TABLE, HEFT 1 �Dr' ISEE ANCHOR' �, c. SEE ANC OR (HEA 8 SILL DETAILS A,B,C,D, &H) V'� o j V re TABLE,SHEET 1 TABLE,SH ET i w o g u�a D a �>v r 2x WOOD BUCK,NOTE 1 1x WOOD BUCK,NOTE SEE NOTE 4 z°' uj 5/8"MIN.EDGE $ � LLO DETAIL E DETAIL F f it J n TYPICAL FLANGE FRAME JAMB SECTIONS 518"MIN. ® F F lrws EDGE Z w12 SEE AN SEEANCHOR DETAIL H (HEAD) ° UJ o Z C9 ams _vy-- - - TABLE,SHEET TABLE,SHEET 1: O 9 o 1 o U a a = 114" I RI M MAX• ONY LYHN RX �SH SHI •• ••• • 518"MIN.EDGE i I I ��` ,� •E NOTE• • • `' 1 ( ( :� .=' GEM /� i ..i.. SE • i � �•' O � '•:�F •• • ; E CHOIR TABLE, HEET 1 1318"MIN. ••• ••i •.• No.58705 SEE 2-1/2'MIN. SEE NOTE 4 ANCHOREMBED -Q�• ATE ;4,�` TABLE SEE ANCHOR2x WOOD ' SEE ANCHOR TABLE,SHEET • ••• o • �� F[ORIDP SHEET 1 DETAIL C 1 BUCK, DETAIL D 2.14 MIN;EMBED� ; . ' ; ; DETAIL I(JAMB) '�'rS'01VAL S'C NOTE1 • • • • RETAIL re(BTLL)• . r�iilll lll� TYPICAL FLANGE FRAME SILL SECTIONS ••• •• •' TYPICAL•INTEGRAL FIN FRAME SECTIONS A. P.E.#5#58705870.5 P.E • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: TABLE&: TABLE 7: Maximum Pasian Press ,DP(pat) Maximum Design Pressure,DP(psf) Maximu DP(PSI G S TYPES: OX XOX,113-113-113 OX,114-1/2-1/4 .5/16"LAM[=(111 Oremll D.emm Glass pe 0wrall Owmll Glass Type 0,erall 0,e�all assTypx B' Width Height A ,G,H D,E,F,L J.K,L Width HelOht 0.B,C,G,H,1 D,E,F,J,K,L Width '-b i1 ,G,H C,I D, ,F,J.K. 4Q16"LAMI-(118-HS.090'PVB 1/8"37' -75.0 +75.01-75.0 +80.0150.0 +5A/75.0 5&110' 8 150. +80.0/-60.0 +M01-5.0 I- A.090 VB,3/16"A- 48" +75.0r-75.0 +75.01-75.0 531/8` +60.0/50.0 +75.01-750 60' +00.0/80.0 +60.0/•80.0 +75.01-75.0 - "A,•090"PVB, "HS) 531/8• +75.01-75.0 +75,0/-75.0 ST +80.0150.0 +75.01-T5.0 74• +60.0150.0 +60.0!80.0 +75.0/-75.0 F.7/16"LAMI-(3/16'H$,.090"PVB,3/16'H$) 60• 28" +75.0/-75.0 +75.01-75.0 e6" 26• +80.0150.0 +75.01-75.0 84• 26' +60.0150.0 +80.0!50.0 +75.0/-75.0 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8- W +75.0/•75.0 +75.0/75.0 74 +6000/50.0 +75,01-75.0 +60.0750.0 +60.0150.0 +76.0/-75.0 SPACE,5/16"LAM]-(1/8".0,.090"PVB,1/8"A) PRODUCT REVISED 72" +75.01-75.0 75.01-75.0 54• +80.0/80.0 +75.01-75.0 106370" +60.0/80.0 +60.01-mo +75.01-75.0 H.13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8' as compsyiny with the Florida 74" *76.01-75.0 75.01-76.0 867/16' +60.0/50.0 +75.01-75.0 108' +Bo.OrBD.o +eo.or80.o +75.or-7-600 SPACE,5/16"LAMI-(1/8"A,.090'PVB,1/8'HS) Building Code 37' +75.01-75.0 75.01-75.0 48' +60.0150.0 +75.0 r 75.0 111' +80.0150.0 +80.0/50.0 +75.0/-75.0 NOA-No. 17-0411.06 53-tra- +60.01-no +6D.0150.0 +75.01-75.0 i• 13/16"LAMI IG-118-OR 3116"A(MIN.),5/16"OR 318" qe• +75.0(75.0 +75.0/-75.0 5ecr +60.0/80.0 +75.01-75.0 SPACE,5/16"LAMI- 1/8"HS,.090'PVB,1/8"HS Expiration Date12/21/2021 531/8' +75.01-75.0 1-7540/-75.0 60.' +60.0/80.0 -75.01-75.0 W +80.0 150.11 +80,0/50.0 +76.0/-76.0 ( ) P 80" 38" +75.0175.0 +75.01-75.0 66• 36' +60.0/-MD +75.0!75.0 74• +60.0!Sao +60.015D.0 +75.0/-75.0 J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 114" By �• +75.01-75.0 +75.0175.0 74• +80.0!80.0 +75.0!75.0 �" �. +80.0/500 +60.0/80.0 +75.01-75.0 SPACE,7/16"LAMI-(3/16"A,.090"PVB,3/16"A) Mlam a Product Control ee• +6000 150.0 +600/50.0 *75.0/-7-600 K.13/16"LAMI IG-1/8"OR 3/16"A MIN., T2' +75-01-75.0 +75.0!-75.0 e4' +80.0!80.0 x75.0/75.0 ( )3✓16"OR 1/4" 74' +75.01-75.0 +76.0/-75.0 88-7116' +90.01-110.0 +75.01.75.0 108.1!'B' +500/80.0 r8p,0/8p.0 +75.0/-75.0 SPACE,7116"LAMI-(3116"A,.090"PVB,3/16"HS) 108' +60.0180.0 +ea0/50.0 +75.0/-75.0 3124/17:UPDATED TABLE 3r +75.01-76.0 +7501 8-608 afi• +00.01-60.0 +75.0175.0 L 13/16"LAMI IG-1/8'OR 3118"A(MIN.),3116"OR 1/4" 48• 75.01-75.0 +75.01-75.0 53.118' +60.0150.0 -76.01-75.0 111, -%01-810 +00.01.60.0 +75,0/-76.0 SPACE,7/16"LAMI- 3116"HS,.090"PVB,3116"HS 5311V +75.01-76.0 +75.01-75.0 60' +60.0/-60.0 +75.0/-75.0 `63-I• +80.0180.0 +Coo 180.0 +7501-75.0 ( ) 80` +75.01.76.0 +75.0!75.0 fie' 38-3!8" +60.01-80.0 +76.01-75.0 tv +60.0140.0 +60.0150.0 +75.0175.0 OB' +75.0/-76.0 +75.0/-75A 74' +80.0/5000 +75.01-75.0 74• +60.0180.0 +800/•80.0 +75.0/75.0 84' +80.0 14000 +60.0/80.0 +750/-75.0 <0 = + - ll +75.01.75.0 84• W,01-WO +75,0/-75.0 36.3x8' 74" +75.01-75.0 +75,0/-75.0 88.7116' +60.0150.0 +75.0 J-75.0 +50.01.60.0 +80.0!•60.0 +75.0/-75A W z tq awJ «750/•750 49' +80.0150.0 +75.0175.0 1083(6' +80.01-MW +60.0/•80.0 +750/-75.0 > +75.0!-75.0 53-118' +80.0/80.0 +79.01-75.0 *60.0150.0 c7 0 4S +7s.0r 76.0 111• > .0 8001 50. «750 L.U.04 in 53UB' +7S.0 f 75.0 +75.01-75.0 60' +80.0/50.0 +75.0/75.0 -6&4w VImr +60.0!80.0 + /-75.0 N aM0 O 50' 40• +75.0/75.0 +75.01-75.0 67 48• +80.0180.0 -75.0/-75,0 Bp. +50.0150.0 +60-0150.0 +7501-75.0 0't 60' +75.01-75.0 +75.01-75.0 74' +60.0150.0 «75.01-75.0 Z J Jof s to w +75.01-75.0 +750/-75.0 84' +80.01-BDA +75,o,-76(,. 74' +60.0180.0 +�,D/50.0 «750 J-75.0 72L 8 e W 74' +75.0!-76.0 +750/-75.0 85.7118• +50.0 f 50.0 +75.01-75.0 84' 48' +80.0180.0 +0.00150.0 +7501-75.0 L BS +600!500 +60.0150.0 +7501-75.0 =uj- 0o F- 3T' +75.01-75.0 +750-/75.0 4e' «80.01.80.0 +79.01-75.0 a U 49 1003'6' +80.0/800 +60.0/80.0 +76.0/-75.0 U U o 48' +75.01-75.0 +75.01-75.0 531/5' +90.0/50.0 +75.0/-75.0LLJ 108' +�A J 50.0 +80.0 1450.0 +75.01-76CAWM .0 Z a < Da-O A 53.1/8' +75.0175.0 +7501-75.0 60' «�.0/50.0 .75.0/-75.0 111' +60.0/80.0 +60.0/811.1/ +1501 75.0 p UJ O 80' 50.6!8' +75.0!-75.0 +75.0/-75.0 58' so-W +80.0150.0 +76.01-75.0 S341W +60.01800 +60.01-00.0 +710/-75.0 > 88' +75.01.75.0 +76.01.75.0 1 +80.0150.0 +75.01.75.0 MT +80.0150.0 +800150.0 +750176.0 Z IY 72 +75.01.75.0 +75,0175.0 e4' +80.0/-W.0 +75.01-75.0 +50.0180.0 +60.0150,0 +7501-75.0 •� WO 74' +75.01-75.0 +7501.75-0 887/10' +80.0!50.0 +75.01-75.0 +600140.0 +60.01-80.0 +750!75.0 0 37• +75.01-75.0 +75.01-750 48• «80.0!50.0 +75.01-75.0 500516' +80.0140.0 +750/75,0 48• +75.01-75.0 *75.0/-75.0 531/6" +80 /-W +75.0/75.0 +800/80.0 +BOA!-80,0 +75.0/•75.0 9 ...,� W53118' +75.01-75.0 +75.0/750 W +80,0/50.0 +75.0!75.0 +60.0/5D.0 +75.0/75.0 ® 9'i F m 54' +75.01-75.0 +75.0/750 86" 54• +60.0180.0 +75.01-75.0 +80.0 f 80.0 +80.0180.0 +750/-7&D Z (J� 88' +75.01-75.0 x75.0/-5.0 74' +80.0!80.0 +75.01-750 53.116' +800180.0 +60.0151/.0 +7501.75.0 O rn Z 7T +75.01.75.0 +75.01-75.0 84' +80.0/50.0 +75.0/-75.0 e0' +00.0/.60.0 +80.0150.0 +750175.0 . a•�s 74' +75.01-75.0 +750/-75.0 88-7178" +�.0/4i0.0 +75.0/75.0 74• +80.0!a0 0 +BOA f 80.0 +7501-75.0 LL 3T +75.01-75.0 +75.01-75.04r +80.0!80.0 +76.0/7 e4•5A +80.0180.0 +60.0/50.0 +7501-75A o 2 0 Z o 40' +76.01-76,0 +7501-76.0 53.118" +80.0/80,0 +111,111-71,11 96• +8001800 +80.01800 +75.0/-MA 531/8' +75.01.75.0 +75.01-75.0 ST +80.0/•80.0 *75.0175.0 fa-SW +80.0/80.0 +000/50.0 +7501-75.0 6tY 80' +75001750 +75.01-75.0 66" 60" +60.0/80.0 +7501-75.0 108• +80.0150.0 +60.014D.0 -7&0/-75.0 O Q +74.21-74.2 +75.0!JS.O 74• +00.0180.0 +75.01.75.0 111' +095 60 /-69.5 + 0/50.0 +75-01-76.6 +08.6/ + . 8, 8875.01-75.0 84' +60.01.60.0 +75.0/-75.0 53-1/8' +80.0/80.0 +80.0 7800 +75o/75.D NOTES '0 74" + .1 *75.0!75.0867110' +MO/50.0 +75.01-75.0 fl74' +60.0180.0 460.0/80.0 +=1-75.0 +75,01750 4C +60,0/50.0 +75.01-75.0 +Sao140.0 1 +7501• o „F WINgOWSIZES NOT SHOWN,GOTONEXT LARGER �tt11t"tlJ,r,/� 49' +76.01-75.0 +75.01-75.0 X1/8' +fiD.0/50.0 +75.0/-75.0 „ +60.0150.0 / +7 /-5.0 IN 0ABLE.+75.0/75.0 +75,0/75.0 OOr +80.0180.0 +75.0/-75.0 +656158.8 •x90.0/50.0 r 0 eo' +75 0r75.0 +75 0!-75.0 e8' 83' +80.0/50.0 x75.0/•7-600 +552/652N0.0150.E +790!35.0 • • •ge• +70.2/-702 +75.0/-75.0 7a' +80.0/50.0 .Iso/-75.0 +54.6/-64.5 +60, /40.0 +7MD/95.0 �G ERAL FLANGEDIMF�ISIONSSHOWN.FORFlN+T5.Oras.D e4• +0.0/40.0 +75.01-75.0 +53.6/53.6 M+ .0 r +75 .o • WINDOWS,SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. _*: N0.59705 74• -483.5183.8 +75.01-75.0 W11B' +60.0/80.0 +7501-750 63-Vr +80.0 140.0 «80.0/80.0 +750!•75.0 1 '* FO AN'H RA FOR ANCHORAGE SEE SHEET 10. 0" +6110/4000 +60.0/50.0 +75.0/.75.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS •D; _ W +60.01-no +60.0150.0 +750/-750TYPES0-L SHALL HAVE A TEMPERED I.G.GLASS CAP. e4• - +680/48 +eaer4e.a +75.04f.75. •• BOTFI"EDID AND ANCHOR QUANTITY REMAIN +-6521 x00.0 40.o + 14x8.0 B• UNCHOGI ` �O 1oa s!9• +5231 +Bao 40.0 +7 tae• +5131 mo kw.o o! .o • • • • ''.,YONAL EtJ�`� `\ 111' +50.9/80. +60 0 0 +7 s.0 0 e 4)SL.181 ASS TYPE DESCRIPTIONS ON SHEET 2. ` FOR ANCHORAGE SEE SHEET 11. P.es 56705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: 7 TABLE 9: _ Anchort711en &XOorOX Anchor Quantities,XO or ox TABLE KEY: p I with Glass Types D,E,F,J,K&L O X ovcal avvg Gfa1 G.-OLV 8 Anchor (ren(t (Tero3 Anchor Group A Anchor Grow 8 Anchor Group c 1+C2+1 3 +-ANCHOR QUANTITY PER JAMB Wicth tteigY Sll Jami nb Head 8 it J Width I ghl Hoed&S7 k mb Hard&SM Jun* Head&Sig .lamb 3r t+(2+1 2 1+C2+1 2 I+C2 1 37' t+C2+1 2 1+Q+1 2 I+C2+1 z I HEAD AND SILL ANCHOR QUANTITIES 4e ?+C2+1 2 1+c2+1 2 t+ 1 4r 1+02+1 2 7+Q+1 2 1+C2+1 2 A CLUSTER OF(2)ANCHORS 53178• I+C2a1 2 t+C2+1 2 I+ +t 53711 t+C2+1 2 I+C2+1 2 1+02+1 2 CENTERED ON THE MEETING RAIL t10• 2r 1+C2+t 2 I+C2+1 z t ao• 23' t+C2+1 2 1+cz+1 2 1+Q+1 z PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED 5g• S+C2+1 2 t+C2+7 2 �+ 1 58' 1+Q+1 2 I+Q+1 2 1+C2+1 2 VENT AND FIXED SECTION. (4) as complying with the Florida 2+Q+2 2 1+Q+1 2 1+02+1 2 NOA-Mg Code 77 2+(2+2 z 1+(2+1 z 7r1 ANCHORS TOTAL AT HEAD AND SILL, Noa-No. 17-0411.06 74" 2+C2+2 2 1+12+1 2 02+1 74• 2+Q+2 2 1+C2+1 2 1+G2+1 2 3r I+Q+t 2 1+Q+1 2 1*(2+1 37' 1+C2+1 2 1+Q+1 2 1+Q+1 2 Expiration Date 12/21/2021 45 t+C2+1 2 1+C2+1 2 t+GZ+t 2 45 t+C2+1 2 I+C2+1 2 1+C2+1 2By (4"MIN.O.C.ANCHOR SPACING) 53115 1+Q'+i 2 1+020 2 1.+C2+1 2 5318' 1+C2+1 2 1.Q+1 2 1+02+1 2 Mi --� 3r i+C2N 2 1+02+1- 2 ?+C2+1 2 5P 35 1+Q+1 2 1+02+1 2 1+G2+1 2 Miami-D Product Control 3/4"MAX e5 1+M.1 2 t+c2+1 i+C2N z t;5 t+Q+t 2 t+Q+t z 1402+1 2 � -..� [..--4"MIN.,10.1/2"MAX. 77 2.Q+2 2 1+Q+1 ?+02+1 2 7r 2+C2+2 2 1+C2+1 2 1-C2+1 2 324117:UPDATED TABLE& 74" 2+(2+2 2 1+C2+1 2 ?+C2+ 2 TV 2+C2+2 2 1+C2+1 z t+C2+1 2 9"MAX.AX. X Q ELEvanaN. 3T 1+ti+1 2 i+(2+1 2 k 2 3T 1+02+1 2 -1+C2+1 2 i+C2+1 2 48• 1+C2•1 431<20 2 ? 1 2 45 1+Q+1 2 1+Q+1 2 t+Q+1 2 53.178" t+(2+1 2 1+ 1 2 53-118° t+Q+1 2 1+C2+1 2 HQ+1 2 tiP 317-3Fo 1+<,2+1 2 1 2 tt0' 38-375 1+c2+1 2 1+C1+1 2 t+C2+1 2 MTG.RAIL O Y = BY I+C2+t 2 1 t z ee 1+01+1 2 1+cz+1. 2 1+c2+1 2 EXAMPLE CLUSTER W/QTY.OF(2)ANCHORS N "9f +tx.t z 7r z+c2+2 2 t+Q+7 2 I+02+1 2 a ca 4C2a z 1+C2+, 2 7a• z+ce+2 z 1+cz+1 z t+c2+1 z (SHOWN IN TALE KEY ABOVE) }h o 3 1+C2+1 3 3r 1+02+7 3 i+C2+t 3 1+G2+1 9 O N z 45 I+C2+1 3 I+C2+1 3 45 i+G2+t 3 i+C2+1 3 1+C2+1 3 O � V)5311• 1+Q+1 3 1+C2+1 3 53.1/5 1+C2+1 3 i+C2+1 3 1+C2+1 3 O LLI Z 80' 45' 1+(2+1 3 14(2+7 3 1+(241 3 50" 45 1+G2+1 3 1+C2+1 3 1+Q+1 3 2(L Corp c F BB• 1+{2+1 3 W20 3 1+C2+i 3 Or 14Q+1 3 1+C2+1 3 1+G2+1 3 77 2.(2+2 3 1+C2 1 9 S+C2.1 3 72' 2+C2+2 3 t+C2+1 3 I+Q+1 3 LLI Z k a s tM! 74' DAW 24(2+2 3 1+C2+i 3 1+02+1 3 7¢ 2+C2+2 3 t+C2+1 3 1+C2+1 3 n ^_ 3 37" 1.C2+1 3 1+C2+1 3 I+C2+1 3 3r 1+C2+1. 3 t+C2+1 3 t+C2+1 3 o Z 4r I.C1+1 3 W2+1 3 i<2+1 3 NV 1+C2.1 3 1+C2+1 3 14(2+1 9 LLI LL 5&VT 1+C2+i 3 1+C2+1 3 t+Q+1 3 t+C2+1 3 1+Q+1 3 1+Q+i 3 J O 505&r 1+CQ+I 3 i+C2+1 3 1+C2+1 s50578• HQ+1 3 1+C2.1 3 1+02+1 3 O CDt1B' l+C3+t 3 t+(2+1 3 1+(,2+1 3 1+C3+1 3 t+C2+i 3 1+C2+1 377 2+3+2 3 7+C2+1 3 1+02+1 3 2.C3+2 3 t+C7at 3 1+C2+1 3 ® Z a07¢ 2•Q+2 3 t+(2+1. 3 ;402+1 3 24ga2 3 t+Qat 3 1402+1 3 NOTES # 3r I+r3+1 3 1+C7+1' 3 I+C7+1 3 3T I+Q+t 3 I+C2+1 9 taC2+1 3 N O Z 45 .1<2+1 3 1+C20 3 1+(2+1 3 41r I+C2+I 3 1+C2+1 3 -1.0241 3 1)WINDOWDIP/ANCHOR QUANTITIES ARE BASEDON THE c 531!5 t+C2+1 3 1+(2+1 3 I+C2.1 3 5341' 1+Q+1 3 1+2+1 3 I+C2+1 3 u• O F' BD 54' ,+03+1 3 1+02+1 3 1+C2+1 3 67 54• 1+C3+1 3 1+Q+1 3 1+C2+i s FOLLOWING DIMENSIONS: O = (?J o e5 t.C3+1 3 t.c2+1 3 1+02.1 3 or 1+C3+1 s 1+C2+I 3 I+C2+1 s HEAD&SILL: 101/2•MAX.ON EACH SIDE OF w = is 7r 2+(3+2 3 I+C2+1 3 1+C2+1 3 7r 2+C3+2 3 1+C2+1 3 t+C2+1 s MEETING RAIL CENTERLINE. 7¢ 2+53+2 3 1+02.1 9 t+C"2+1 3 74• 2+C3+2 3 1+(2+1 s 1+Cz+t 3 183/4'MAX.FROM CORNERS. 3r t+C2+t 3 1+02+1 s i+C2+1 3 3r I.cz+1 3 1+02+1 3 1+G2+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2" eau �U I-Pool 43' 1+03+1 3 1+C2+1 3 1+Q+I 3 MAX D.C. 45 1+63+1 3 i+C2+1 3 1+(2+1 3 5&v5" /\ t+G3+I 3 1+02+4 3 t+(;2+t 3 51V8" 1+05+7 3 I+Q+1 3 1+C2+ • • . • �.� QNY LYN^/ 5D (507 ) 1+03+1 3 t+C2+1 s 1+Q+1 3 sr 50• 1+03+7 3 1+Q+1 3 1+Cs+1 s • • • • ,2.)POR�NC�MNIO.N SIZES NOT SHOWN,GO TO NEXT LARGER �� ,U 1+C3N 3 1+Qa1 9 i+(2.1 3 ee' t+03+1 3 t♦C2+1 3 1+C1+1 s • •• • •et1&D`�..11 TABLE. . •.:�' 77 + +^ 3 +1 14(2+1 3 72' 2+03+2 3 1+02+t 3 1 3. • • • • • ••• • �• l_ 7¢ 2407+2 3 1+(2+1 -3 1+(2.1 3 7C 2+03+2 3 I+Q+t s t+CSV • •• • )�Vf?�ALL RANGE DIMENSIONS SHOWN.FOR FIN =*' i+G2.1 3 3r 1+02+1 3 t+Q+t 3 i.G2.1 3 WI DGWS SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 45 1+^�*i 3 1.02+1 3 I+C2+1 3 45 1+03+1 3 1+G2+1 3 1402+7 3 -�1:•Vl Pj Q^` ss•175 I+cso 3 I+C241 3 1+Q+1 s 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS %O s7 E •'.� 5311 1+03+1 3 1+C2+1 3 I+C2+1 3 ''n••. <C/\ 58' /83•) 1-ct+I.. 1+a+I 3- t4(z+t 31+C3+1 3 t+Q+1 3 cz+t••• • •••TYPESG iL 814ALL HAVE A TEMPERED I.G.GLASS CAP. %.F �0�0t,,.• .� `J 5s' t+Gs+1 3 1+C2+1 3 1 +1 3 • • GBOTH THFPDRAND ANCHOR QUANTITY REMAIN 55 t+C3N t+a+1 3 t+c2.t s • • • • �'7��NAL E�.` ` 77 3 1*02+1 3 7r 2+03+2 9 1+02+1 3 yG241 •3 • • • • U'Y'�1"-E� • 717111 I i 11`11 3 1+Q+1 3 t+C2•1 3 74• 2+C3+2 3 i+Q+1 3 •I+At+t •• • • • • • ••5)SEE GILASS• •TY•PE DESCRIPTIONS ON SHEET 2. A.LYNN MILLER.P.E. k P.E.0 58705 4 l/jl/IY • • • • • • • • 4-R • • • ••• • • • ••• • • • ••• • • TABLE 10: TABLE 11: Anchor Quantities,XOX,113-113-113 Anchor Quantitlea,XOX,113-113-1/3 TABLE KEY: wM Glass Types A,B.C.q H&I with Glass Type ,F,J,K&L X O X ow.n I Ghent! Andlor Getup A Anchor Group a Anchor Getup C 0w ll C-11 Anchor Gioap A h,Group 8 Anctor Gmlp C 1+C3+1+03+1 3 ANCHOR QUANTITY PER JAMB w1d1h Hoot Fiaed 6 661 Jamb Had 6 Sill I.lamb I Head&SII Jamh Width Haltlhl Mead&Sill Jamb Hwd 6 S31 Jamb Head&Sill Jamb 48" 1+C2+1+C2+1 2 l+C2+1+02.1 2 1 1+C2+1+C2+1 2 48' t+C2.1+C2.1 2 1+C2+1+C2-1 2 i+C2+1+C2+1 2 53-UM t+C2+1.C2.1 2 t+C2+1+C2+1 2 l.c2.1+C2+1 2 53-IIW 1+C2+1+C2-1 2 1+c2+1.G2+1 2 t+C2+1+CZ+l 2 HEAD AND SILL ANCHOR QUANTITIES eP 1+C2+1+C2.1 2 1+C2+1+C2+1 2 i+C2.1+C2+1 2 87 l+C2+1+02.1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED or 28• l+C2+1+C2.1 2 l+C2+1.12+1 2 1+C2+t+C2+1 2 or 27 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 74' t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+1+C2+1 2 1+02+1+C241 2 t+C2+1+C2+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida ea^ 1+C2+1+C2+1 2 l+C2+1+C2+1 2 1+C2«1+C2+1 2 84' 1+C2+1+C2+1 2 l+C2+1-C2+1 2 1+C2+1+C2+1 z PLUS 1 ANCHORS AT FIXED SECTION. Building code ( ) NO/t-•Ho. 17-0411.06 85-7/18• 1+t2+1+C2-1 2 1+02+1+C2-1 2 1+01+1+02+1 2 88.1118' 1 1+C2+1+C2+1 2 t+C2+1+c2+1 2 11+C20-M-1 2 (9)ANCHORS TOTAL AT HEAD AND SILL. Fxpiratlon Dat 12/21/2021 45' 1+CZ+1+C2-1 2 1+02H.C2+1 2 1*=+1+C2+1 2 48' 1+C2+1+CZ+1 2 1+02+1+t1.1 2 1.C2+1+C2+1 2 51v6' 1402+t+C2-t 2 1+C2r1aC2+t 2 1+02+1+02+7 2 53-1/8, t+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 (4"MIN.O.C.ANCHOR SPACING) By 1+(2+1+02+1 2 1+C2+1+C2+1 2 t+C2+t-C2+1 2 m' 1+C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 W.-Dq a Product Control or 38• 1+02+1+02+! 2 t+C2+1+C2+1 2 /+C2+1+C2+1 2 or 38' t+C2+1+C2+1 2 t+02+1+C2+1 2 11+02+1+02+1 2 [--r -25 314"MAX 74• 1+12+1-C2a1 2 1+02+1-C2-1 2 i+C2+1+C2+i 2 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1-M+1 2 84• 1+C2*1+CZ+t 2 1+02-1+C2+1 2 1+C2+1+C2+1 2 &P t+C1+1+02+1 Z 1+C2+1+C2+1 2 i+C2+1+C2+1 2 y �"MIN.,10.1/2"MAX 3124117:UPDATED TABLE& 88-7H8• 1+C2-1.02+1 2 t+C2+1+C2+1 2 t+C2+1+C2+1 2 as-vir t+C2+1+C2+1 2 t+C2+1+C2+1 2 t+C2+1+C2+1 2 J_ ELEVATION. 48' 1+C2+t+C2-1 z t+C2+1+02+1 2 1+C2+1+C2+1 2 4e• 1+C2+1+=-7 2 1+C2-1+C2+1 2 t+C2+1+C2+1 2 9"MAX. X O X 53.18 l+C2+1+C2.1 2 1+C2r1+C2+t 2 Il2 53-118• 1+02+1402+1 2 1+02+1+C2+1 2 i.02+11+=41 2 T 87 1+C2+1.C2+1 2 1+C2+1.C2+1 2 i+CZ+1+C2+1 2 67 1+C2+14G2+1 2 1+C2+1+C2-1 2 1+CZ+t+C2+1 2 88' 3831-• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+t 2 aa' 38.30 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2-1 2 MTG.RAIL,TYP. 74' 1+17+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2.1 2 74" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 ?� 65-• 1+C2r1«c2+1 z t+c2.1+c2+1 2 ++c2+1+C2+12 ea• t+cz+l+cz+t z 1+c2+1+c2.1 z t+c2+1+c2+1 x EXAMPLE CLUSTER W/QTY. OF(3)ANCHORS ta0 o 5-8-7/15-' 1+02+1+02+1 2 1402+1+C2+! 2 1+02+1+02+7 2 86.7(1-' 1+C2*1rCl+f 2 1402+1«02+1 2 1rC2+1+C2+1 2 }n { qq a o 46• 1+C2+1.C2+t 3 1+C2+1+C2+1 3 1+=+t+C2+1 3 45-• 1+CZ+t+C2.1 3 1+C2+1+C2+1 3 1+02-i+C2+1 3 (SHOWN IN TABLE KEY ABOVE) p NRI E_'8�EI� � 53-VW 1+C2+1+C2+1 3 1+C2-1-C2-1 3 15-02+1-C2+1 3 51113' 1+02+1+02+1 3 1+02+1+C2-! 3 i+C2+1.C2+1 3 J-1 t' -Z N 80' 1+C2.1.C2+1 3 1+C2+1+C2+1 3 1-C2+14C2+1 3 67 i+C2+!+C2+1 3 1+C2+1+C2+1 3 1+C2+!+C2+1 3 Z LL ^ W tl8' 48' 1+CZ+1+CZ+! 3 1+02-i+C2+1 3 1+C2+1+C2+1 3 or 40' t+C2+1+C2-1 3 1+C2+1+C2+1 3 1+C2.1+C2+1 3 =W 74' 1+CZ+1+02-1 3 ]+02+1+02+1 3 1+02*1+C2+1 3 74• 1+CL+1+C2+1 3 1+C2+1+C2+1 3 1+CN1+C2+1 3 W U 00 64• t+C2+1+C2+1 3 1+(:1+1+02+1 3 1+CZ+1+C2+1 3 BP 1+CZ+I+CZN 3 t+C2+1+02+1 3 1+C2+1+C2+1 3 H d cN 8e-7AW i+C1+1+02+1 3 1+CZ+1+C2+13 1+C2+14C2+1 3 W7t11(P 1+C2+1+(2+1 3 1+C2+1+C1N 3 1+C1+1+02-1 3 48' 1+C2+1-C2+1 3 1402+1+CZ+1 3 1.C2+14C2+1 3 46' t+(2+!+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 11 O1 Q' LL 531/x• 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1-C2+1 3 811/8' 1+C2+1+C2+1 3 1+C2+1-CZ-1 3 1+C2+1+C2-1 3 Z �i W �_ 0 60• 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C2+1 3 or 1+C2-1+C2+1 3 1+C2+1+C2+1 3 1-CZ+1+C2+1 3 J O � o 86' 50.878• 1+(2+1+02+1 3 1-C2+1+CZ+1 3 1+C2+1-CZ+1 3 86' 5D•Wlr 1+C2+1+CZ+1 3 1+C2♦1+C2+1 3 i+C2+1+C2+1 3 74' 1+02+1+02+1 3 1+C2+1+C2 1 3 1+02+1-C2+1 3 74• !+C2+!+C2.1 3 1.17+1+C2+1 3 t+C2+1+C2r1 3 ® m a well w 1402+!402+1 3 1+C2-1+C2+1 3 1-CW-C2-1 3 84' 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+{2+1+C2+1 3 65-71781 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+0241 3 68.7/18' 1+C2+1+C2+1 3 1.Q+1+C2+1 3 1+C2+1+02+1 3 NOTES O X Z C2C2+1 3 48' I+C2+1+C2-1 3 1+C2+1+C2+1 3 1+C2+1-C2-1 3 46' 1+ +1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+ N rsva 1+CZ+t+C2+1 3 1+02.1-02+1 3 l+C2+1+CZ-i 3 s4va• t.c2+t+C2+1 3 1+c2+1+02+1 3 i+c2+1+c2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE 'a a wos 1-c2+1-=-i 3 1+c2+i4C2+1 3 1-c2-1+c2+1 3 am 1+C2+1+c2+1 3 1+c2+1+C2+1 s 1402+1+c2+t 3 FOLLOWING DIMENSIONS: o O CY 2 (7 0 tts 84' i+c2+1+C2+! 3 1+C2+1+C2+1 3 l+cz+1+G2+1 3 66' 5P t+C2+1+C2-1 3 l+C2+1+C2+1 3 1+02+1+02-1 3 HEAD&SILL:101/2"MAX.ON EACH SIDE OF 74' 1+C2+1+C2«1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 7P 1+C2-1+C2+1 3 1+t2+1+C2+1 3 1+C2-1-=+1 3 MEETING RAIL CENTERLINE. > U es' I+M+t+Cx+1 3 1+C2+i+C2+1 3 1+C2+1+02+1 3 84• t.c3+1+C3.1 3 t+c2-1+C2+1 3 1+c2+t+c2+1 s 25 3/4"MAX FROM CORNERS. Q = 8&7!16' 1+f2+1+C2-1 3 1+C2+t+C2+1 3 1+C2+1+C2-1 3 867118• t.C3+!+C3+1 3 t+C2+1+C2+1 3 /«C2+1+C2+1 3 JAMBS: 9'MAX.FROM CORNERS AND 22 112" --§E-aea -was 49' 1+C2+1r02+1 3 1402+1+02.1 3 1+02+1+02+1 3 4C 1+C2a1+C2r1 9 7402+1+02+1 3 1+02+1+02+1 3 MAX O.C. 53.18' 1+C2+1+02+1 3 1+C2+1+C2-1 3 1+C2+1+C2+t 3 5112• 1+02+1+C2+1 3 1+CZ+1+C2+1 3 i+C2+1+C2+1 3 \\1111117(// �• 1+02+1+C2+1 3 1+c2+1+c2+1 3 t+c2+1+c2-1 3 67 1+c2+1-c2+1 3 l+C2+t+C2+1 •4!+•as1•CN& 4 • FOR YWNDOW SIZES NOT SHOWN,GO TO NEXT LARGER �� / or tl7 1+02+1+02+i 3 1+02.1-(2«t 3 1+02+1+02+1 3 ee• 80 »02.1+02.1 3 1+CZ+lrC2.1 3 1+C2+ • ) `� \�QNY L..... 4Yl►�OSV IN TABLE. � . 74• 1+C2+1.C1+1 3 1+C2+1+t2+1 3 i+C2+1+C2+1 3 74• 1+C3-1+C3+1 3 1-5Z+1+C2-1 j t+ t ••• • ,• SF •;!% ac 1+cz-11.1-2+1 3 1+C2+1rC2+1 s 1+02+1+02+1 s 84' l+C3«1+Cl+1 3 1402+1-c2+1 3 d 1+C2+1•C2-• s •• +s)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN = No.587pg 68.7118• l+C2+1-C2+1 3 t+c2+1-C2-1 3 1.C2+1+c2+1 3 ee•711or 1+C341-C3+t 3 /402+1+t2+! 1+ +1 % QYIt1UdM SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. _ 46• 1+C2+1+02+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 4111' 1+C2+1+RN 3 1+C2-1+C2-1 3 1+C2+1+C2+1 3 ssv6 1+C2+1+02+1 3 t+C2+1-C2+1 3 l+C2+i-C2+1 3 31116• l+CZ+1+C2+1 3 l+C2-1+C2+1 3 l+C2+1+C2+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS 60' 1+C2+1+C2+1 3 1+C2+1+C2-1 3 1+02«1+02+1 3 60' 1+Qa1.C1+t 3 1+02.1.02+ 3 i+C2+1+C2+1 3 •• •'. A �� I1/: ea• or t+C2+1+02.1 3 1+02+1+02+1 3- t+02+1+02+1 3 e6 - 5-r- t+p+1+c3+1 3 1+07+1+ + 3 +1+ TYP�S� Lyy9�HALL HAVE A TEMPERED I.G.GLASS CAP. T •. lV� j. • • BOTH'W E4DPGNND ANCHOR QUANTITY REMAIN %,F51 '•`ZoRiDP..•'G�t'�� 74• 1+C2+t+C2+t 3 1+02-1+C2r1 3 1-02+14CZr1 ] 7N 1+C3+t+G3a1 3 1+C2+1+OM1•3 •+C2+1+C1r ♦ • 5-4• 1.02+1aC2N 9 1+02'91! 3 1+G2+1+02+1 3 84• 1403-t+03-1 3 1+02+1-C2+ 3 + C2 a �N�1�NGED. . 85-7110 1+C3+1+C3+1 3 !-C2+1+C2-1 s 1+ez.1.c2.! 3 es Ins• 1+c3+1r03r! s 1402.!+c2 3 +1+c2+ •• 5)SEF GLRS6 TYPE DESCRIPTIONS ON SHEET 2- A.L N MILLLEa.P.E. ' PEP 58705 I e S. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • f TABLE 12: TABLE 13: Anchor Quantities,XOX,1/4-U2-1/4 Anchor Quanitties, OX 1/4-172-1/4 with Glass Types A,B,C,G,H&1 W as D, J K TABLE KEY: 0-11 0ata6 AnchnCaayA Ancler3. 3 1 AnehcrCaow 0-all 0-u he G, WGnwp A-WG-pC X O X Width Heiahi Hmd&SUI Jamb Head 8 Sin Amb Hmd a SM Jamb W fth Heloht H--31-9W Head 8 SRI Jamb - vr 1« +1.02+1 2 1+02+t+c2.1 2 t+C2,1+C2+1 z ll1« «. +1 +t+cz+1 1+ ++ + 1+C2+2+ 1 3 -ANCHOR QUANTITY PER JAMB 6D• 1+C2.1+C2+1 2 1+C2+1+CZ+t z i+=z',+Cl+i 2 67 t+C2«1+C2+1 2 t+C2+f+C2+t z 1+C2+1+C2+1 2 74• 1+C2+t+C2+1 2 1+CZ+1+5+1 2 1+C2+1+C2+1 2 744 1+C2+2+5+1 2 1+5+1+C2,1 2 1+5,1.cz+l 2 HEAD AND SILL ANCHOR QUANTITIES 84• 1+C2+2+C2+1 2 1+C2«i+C2+1 2 i+C2+1+C2+1 2 84" 26, 1+C2+2+5+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 3s 1+C2+2+5+1 2 i+C2+1+5+1 2 1+5+f+5+f 2 a8" t+C2+2+C2+1 2 t+5+2.5+1 z 1+5+1.5+1 2 A CLUSTER OF(2)ANCHORS CENTERED taavr 1+C2+2+c2+1 2 1+cz.1+c2+1 2 1+C2+1+C2«1 z toa3 a t c2 z+cz+1 z t+cz+z cz+1 2 1+czw+c2+t z ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED for 1+5+2+5+1 2 1+C2+1+02+1 2 1+C2+1+G2+1 2 lob• i.C2+2.C2+1 2 1+C2+2+C2+1 2 1+CZ+t+C2+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida ul t+C2.2+5.1 2 i+C2+1+5+1 2 1+5.1+02+1 z Ill 1+C2+2+5+t 2 4+0272+5+1 z 1+C2+1+C2+1 2 PLUS 2 ANCHORS AT FIXED SECTION. Building code 63-ur 1+02,1+C2+1 2 1+5+1+C2+1 2 1+5+1+5+1 2 53-1/8• 1+5+1+5+1 Z 1+C2+1+C2+1 2 1+C20+020 2 ( ) NOA-No. 17-0411.06 W 1+C2+1+C2+1 2 i+5+1+02+1 z 1+C2+1+5+1 2 BD• 702+1+C2+1 +1+C2.1 2 1+C2.1+5+1 2 (8)ANCHORS TOTAL AT HEAD AND SILL 74• 1+5+1+5+1 2 1+C2+1+5+1 2 1+5+1+C2+1 2 74• i+C2+2+C2.1 2 t.C2+1+5.1 2 1+C2+1+02.1 2 P-xpiration Date 12/21/2021 64• 1+5+2+C2+1 2 t+C2+1+c2+1 2 1+C2+1+C2+1 z 84" 1+5+2+02+1 2 1+C2+1.5+1 2 1+5+1+C2+1 z (4'MIN.O.C.ANCHOR SPACING) By 36• 1+02+2+5+1 Z 1+02.1+5+1 2 1+C2+1+C2+1 2 W 1+5+2.5+1 2 1+C2+2+C2N 2 t+C2+1+C2+1 2 1081W 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+5+1+C2+1 2 10818• 1+C2+3+C2+1 2 1,5+2+5.1 2 t+C2+2+C2+1 2 Miami-0e0roduct Control tour f+C2+2+C2+1 2 1+CZ+2+G2+1 2 1+C2+1+C2«t 2 loft• t+C213+C2+1 z t.C2+2+C2.1 2 »C2+2+C2+1 2 25 3/4"MAX. 171• 1+C2+2+5+1 2 1+02+2+C2+1 2 1+C2+1.5+1 2 111" 1+C2+3+C2+1 2 1+5+2+C2+1 2 1+C2+2+C2+1 2 J t 53.1/5 1+5,1,5+t 2 1+02+1+02+1 2 1+5+1+C2.1 2 53-ty 1+C2+i+C2+1 2 1.5+1+5 5 +1 2 1+ +1+5+1 2 -1 [--4"MIN.,10.1/2"MAX g 3124117:UPDATED TABLE 11 or 1+5+1,5+1 2 1+C2+1+5+1 2 1+C2+1+C2+1 2 85 1+C2+1+5+1 2 1+5+1+5+1 2 1+5+1+5+1 2 ELEVATION. 74• 1+C2+1,5.1 1 2 1+5+1+C2+1 2 1+C2+1+C2+1 2 74• 1+C2+2+C2+1 2 1+5+1+5+1 2 1+02+1+5+1 2 9"MAX. X 0 X 84• 1+52+5.1 2 1+C2+t+C2+1 z 1+C2+1+C2.1 2 84' I+CZ+z+C2,1 2 1+02+1+a+i z 1+02.1+C2N z - - - ee- 3636' 1+C2+2+5+1 2 1+C2+1•5+1 2 1«C2+1+C2N 2 88• 31 5 1+C2+S+C2+1 2 1+02.2+C2.1 2 1+C2+1+C2+1 2 1063,'r 1,C2+2+C2+1 2 t+C2+2+02+1 2 1+02+1+02+f 2 1083'8• 1+02+3+02+1 a t+cz+z+cz+t 2 1+C2+4+C2.1 2 p Y = 108• 1+5.2+5+1 2 1+C2+2+L2+1 x 1+02+1+C2«1 a 1.C2+2+C2+1 2 MTG.RAIL,TYP. > _ N � sRl 111- 1+q2+G2+i 2 1+02+2+02+1 2 1*C2+i+@+1 2 11• 1+02+3+02+1 1+Q+2+CZ+1 2 1+C2+2+C2r1 2 Ix 53.1/5 1+C2+1+c2+1 3 t+C2+1-=+1 3 i+Cz+t+Cz+l a + 1+�1+C2+t 3 EXAMPLE CLUSTER W/QTY. o t9i far 1+C2,1+C2+1 3 1+02+1+C2+1 3 1+5,1+02.1 3 65 1+5+1+5+i 3 1•Cl+1+5+t 3 H+C2+1 3 } qq 0 O 14" t+CZ+t+Q+1 3 1.C2+1+C2+1 3 1+R+1+CZ+1 3 7C t+C2+a+C2+1 a +1,R+1 3 1 Hcz+1 3 OF(2)ANCHORS 6 C", W 84• 1+5.2+5+1 3 1+5+1+5+1 3 1+CZ+1+C2+1 3 g711- �• t+C2+2+02+1 3 1 702+1 3 1+C2+ 1 3 0 ve 1+5.2+5+1 s 1+C2+z+5+1 3 1+C2+1+5+1 3 i+02+3.cz.t a t+cz+2 3 1+CZ+1 s (SHOWN IN TABLE KEY ABOVE) Z tai XB Z 10638• 1«5+3«5+1 3 i+C2+2+CZ+1 3 1+C2+1-W+1 a 1+02+3+02.1 3 1+02+z+Cd+l i+C2+2+C3+1 3 =dl- 10ur 1+CZ+3+Ca+1 3 1+5+2+C2+1 3 i,C2+1+C2+1 3 Will 1+C2+3+C2+1 3 t+C2+2+C2+1 3 2.Qr1 U V pdp 0 a U !B 111• 1+CZ+3+CZ+1 3 1+C2+2+C2+1 3 1+CZ+1+5+1 3 1+02+3+C3+1 3 t+C3 2+CZ+i 3 1+C3+ N 3 Z st < a 63-115 1+5+i+C2+1 3 i+5+i.5+1 3 1+CZ+1+C2+f 3 1+C2+1+C2+1 3 t+C2+1.Q+1 3 ev i+02+f+5+1 3 1+C2+1,5+1 3 1.5+1+5+7 3 1+5+1+C2+1 3 1+C2+1+C2+1 3 1+5+1+02+1u 1+C2+1+5+7 3 1+CZ+1+02+1 3 1+C2+1-C2+1 3 1+02+2+02+1 3 1702+1+02+1 a 1�C2+i+C2H 3 Z"� 80 W d li BC• 8• 1+C2+2,C2+1 3 1«02+1+02+1 3 1+CZ+l+C2+1 3 64• 1+5+2+CZ+1 3 1+C2+1+C2+1 a 11-02+f+C2+1 3 j -7 0 or 1+5+2+C2+1 3 1+12+2+CZ+1 3 1+C2+1+C2+1 3 W 1+C2+3•C2+1 3 1+C2+2+C2+1 3 1+C2+1+CZ+1 3 0 106378• t+C2.3+C2+1 a 1+C2+2+C2+1 3 1+5+1+02+1 3 1116376• t+C3+3+C3+1 3 1+5+2+C2+1 3 1+02+2+C2+1 3 2 105 1+C2+3+C2411 3 1 1+5+2+02+1 3 i+0271+5+1 3 105 1+C3+3+C3+1 3 1+C2+2,5,t 3 t+5+2+02+1 3 - m 4 taws 111' 1+C2+3+CZ.1 3 1+5+2+02+1 3 1+5+2+5+13 111• 1+C3+3,C3+1 3 175+2+5+1 3 1+C22+C2+1 3 ® - Miff t+C2+1+G2+1 3 f+C2.1+G2+1 3 1+02+1+C2+1 3 6411S 1+G2«1+C2+1 3 1.C1+1+C2+1 3 1702+1+02+1 3 NOTES O O FV- 80• t+C2+1.C2+1 3 1+C2+1+C2.1 3 1+5+1+02+1 3 6P 1+C2.1+C2M 3 t.C2+t+C2+1 3 1+C2+1+C2+1 3 N X Z 74• 1+5+7+5+1 3 1+551+5+1 3 1+5+1+CZ+1 3 74' 1.5+2+C22.i s 1+C2+1+c2+1 3 1+5H+C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE a of el�1t tu• s 1+5+2+5,1 3 1+5+1+cz+t 3 7+5+1+5+1 s 84 �• 1.(2+2+03+1 3 t+C2+t+c2+1 3 f+5+1+5+1 3 FOLLOWING DIMENSIONS: 0 = c W -,+cz+2+5,1 3 f+5+2+5+1 3 1+5.1+C2.1 3 65 1.C3.S+C3+1 a 1.(2+2+5,1 a 1+5+1+5+1 3 HEAD&SILL:101/2"MAX ON EACH SIDE OF r lob ttr 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C2+1+C2+1 3 10648, 1+C3+3+C3+1 3 1.02+2+C2+1 3 i.C22.C2N 3 ur j Z = MEETING RAIL CENTERLINE. toa 1+CN3+5.1 3 t+5+2.02+t 3 1,5+1+552 +1 s for t+c3+a+C3.1 a 1+ .5+1 s 1+5+2+5 MAX.1 a � 25 314' FROM CORNERS. 117• 1702+3+02.1 3 1+02+2+5 5 +i 3 4+ .2+2.1 3 111• 1+C3.3+C3.1 3 1+5+2+5+2 3 1+02n+Ct+t a ¢ ¢ 53-1!5 1+C2+1+5.1 3 1+12+1+(2+1 3 1+5+1+C2.1 3 634v 1+C2+1+5+1 3 1+2+1+C2+1 3 1+CZ+i+C2+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2" ,al 1,•,v eo' 1+5+1.5+1 3 1+02+1+C2+1 3 f+Rat+CZ-1 3 87 t+C2+1+C2+1 3 1702+t+C2+1 3 1+C2+1+C2.1 a MAX O.C. 1+5+ a M• 1+5+2+5+1 3 1+5+1+5+t 3 175.1.5+1 3 64• t+C3+2+C3-1 a 1+c2.1.C2+1 3 1+5+ 1 • • `2)FOR 1MNDO"SIZES NOT SHOWN,GO TO NEXT LARGER `.\`ONv .... YILYN&r ., 6r 4B"1+C3+2+C3+1 a 1+C2+2.C2+i 3 t+C2+1+f2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 8 1+C2tj.C1+1 3 4 ••• • EC)VON i•ABLE. `���,`y.. C. !moi volvr 1+03+3+:3+1 3 1+5+2+C2+1 3 1+5+1+5+1 3 loelvr 1«C3+3+C3+1 3 1+5+2+5+1 3 1+C22+62+1 3• • • • • ••• • \�i for 1+c3+3+c3+t 3 t+C2+2+C2+1 3 1+C2,1+5+1 3 for 1+C3+3.c3+1 3 1+c2«2+02+1 3 175;2+CE49 a • • • RALL FLANGE DIMENSIONS SHOWN.FOR FIN _ 111" 1+C3+3+C2+1 3 1+5+2,CZ+i 3 1,C2+2+C2+1 3 111• t+C3+3.03+1 3 1+5+2+5+1 3 175+ 1 •• *; No.58705 63.15 1+5+1+5+1 3 t.c2+1+5+1 3 t+c2+1+c2+1 3 53.vr t+C2+1+5+1 a t.cz+l+cz+1 3 t,cz.l.5+t a IN W�`,S•I�TRACT 1"FROM TABLE SIZE DIMENSIONS. _ eo• 1+5+1+5+1 3 1+C2+1+C2N 3 1+2.1+2+1 3 am 1+Ct+t+C341 3 1+C2+1+5+1 3 1702+1.5+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS 7C 1+5+1+C2N 3 1,5+1+02+1 3 1.5+1+5+1-3 7Y 1+CJ+2,C3+/ 3 1+5+1+C2+1 3 1+5+1+5+1 7 er 1.S55 +2+c3.7 3 1. .17i a 1+5+1+5 64+t a t.c3+2+C3.1 s t.53 +t+cx+t a ! •"PES Cyr j•SHAI j.HAVE A TEMPERED I.G.GLASS CAP. 'O.c� sTA7E 0 or or 1+C3+2+C3+1 s 1+5+2+C2+1 3 1+5.1+5.1 3 06• 6Y I+C3.3•C3+1 3 1+5+2+5+1 3 .re.t a '• • BATH THE DO AND ANCHOR QUANTITY REMAIN �: 10636' 1+C3+3+C3+1 3 t+CZ+2+C2+1 3 1+50.02+1 a t00d78' 1+C3+3+C3+1 3 f+5+2+5+1 3 1.127x.5. 3 i i •UI� NCN.GFD. ��//s�O.. 1Dr 1+C3+3+C3+1 3 iM5 2+2+C2+1 3 1. +t+C2+1 3 10r t+C3+3.C3+1 3 1+5 ! +2+02+1 3 51.5+ 03 • • • • • • • • NAL111\\ 1tr 1+C3+3+C3+1 3 4+5+2+5+1 a 1+5.2+5+1 s lir 1413+5+02./ s 1 t.c2+2+5+1 3 1. 2+5+ 3 • 6)SEE GLASS TYKE DESCRIPTIONS ON SHEET 2. A LYNN MIL Elt,P.E. P.E.#58706 fi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 - BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NCEPTANCE NOA www.miamidade.gov/economv PGT Industries,Inc. r 1070 Technology Drive North Venice,FL 34275 SCOPE: 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 materiial fails to perform in the accepted manner, the manufacturer will incur the expense of suct tesftg and the-AHJ may• • immediately revolve, modify, or suspend the use of such product or material within`thefr juriMtibn. RER•. reserves the right to revoke this acceptance, if it is determined by Miami—Dace*Xu*nty Prodct Contf f`• Section that this product or material fails to meet the requirements of the licabl din c e. •••••• p � pP �lJull g P>� This product is approved as described ed to comply.with'the FLorlda$uild=tlg.• Code, includi ocity Hurricane • •• •••• 6#:696 DESC TI N: Series"PGT"Clipped Extruded Aluminum Tube Mullion •LLI. •••• •• .•.... APPRO CUMENT: Drawing No. 6300J;, titled "Impact—Resistant Alut;4 ube 4ullioris:,.:. .....t sheets 1 through 25 0 e �9/),P,• with revision •C • ...... dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-)lade 04ty Product • Control Revision stamp with the Notice of Acceptance number and expiration date by the Viami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change ' in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. r. NOA No. 17-0630.01 MfAM1 DADS COUNTY J Expiration Date: May 26,2021 /17 Approval Date: November 09 7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 ' •V•• 4) Large Missile Impact Test per FBC, TAS 201-94 ...... 5) Cyclic Wind Pressure Loading per FBC, TAS�2e3-94:o. •• • 6) Forced Entry Test,per FBC 2411.3.2.1, ar�4)7 . 202'94' along with marked-up drawings and installation diagram..o£ clippW Wumir>�tn••; mullions, prepared by Fenestration Testing Lab, Inc., Tesl•import 13o 0•M-6443.. (samples A-1 thru E-1), dated 02/28/11, and addendum lett8f:daUd 0505%%, sigtied••. and sealed by Marlin D. Brinson,P.E. V06*• . . ` (Submitted under NOA No. 10-0819.05) oto*:* C. CALCULATIONS 1. or venfic to����calculaiion a_ ral analysis, complying with FBC 5th + ition (2014) and with FBC 6th Edition (201 by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller D. QUALITY ASSURANCE L Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 4 ` PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-S" Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I., approved on 04/14/16 and expiring on 05/26/21. 660 . . 0000 0606.6 666060 0 i. 6666 66 6 �..... 6 0 . 0 0000 . .. 0000. 66666. 16000 66666 00 66 0000 606000 600660 . 6 Off 0000.. 0 '00 0 i 1 I Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL1)DETAILS SHOWN ARE FOR.THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THEC $ 5 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE g m < EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_.__._...._.__,..._1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................t =, o u - ELEVATIONS...................._............,t �� m a FIGURE 1: MU LL To ZX WOOD.....................-:2 of MULTIPLE WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X 8 MASONRY..............2INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES..................2 MULLIONS [—OPENING / -� SEE DETA,'LS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP, MULL TO MASONRY...._.................3 A-D,G,H; SHAp� MULL TO STEEL STUD......_...........3 () SHEETS 2 4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................ ALTERNATATE CLIPS....................4 to j DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL WSTALLATION._.._.._...4 > Z W III J�\ :\,\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.125 MULL SPECS. 5 w S IX2X.375 MULLSPECS_.............6 w J V) 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIB ILTTY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2.75 X.376 MULL SPEcs..........7 rr U) INSTRUCTIONS. i X 2.75 X.65 MULL SPECS........_..e FN- _ 7 \ 1 X 3.125 X.500 MULL SPECS........9 = W Z O (- DO SEE DETAILS ETs -a / 1'- / Iii _ /1t1-I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.325 L S..- -' 1- O o (0 __t I \ SEE CETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 3 SPECS....tt (-- m W 1 ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 12sX3.166X 266 MULL SPCCS...12 ¢ Z 1 SHEETS 24 r \ 1�_- i tu PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.2 X 3.25 X.624 MULL SPECS-...13 K Z W o < I / OPENING 126 X 325 X.624 MULL SPECS_...14 ? Z W' (_) VERT I HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). Z X3.94 MULL MULL SPECS.....t5 MULL FIXt 2X 4X.23 MULL SPECS..._....._....16 W g 'O HORIZONTAL 2X 6X.25 MULL SPECS.........._....17 Q ¢°Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 128 X 211 X.125 MULL SPECS....13 m Q r SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30•X 325 BAY MULL SPECS........,t9 o H• LU SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45•X 325 BAY MULL SPECS.........20 z Z F Q N MULLION&CLIP DIMENSIONS.._..21-23 F. < O 'aZ REACTIONS. EXAMPLES I&2............... 0 1- Z s m0 g0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOM'S LOADIrvG EXAMPLES................_....2s U) o 0 PRODUCTS MAY BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0 Z Cl) to MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH W 3 MANUFACTURED / III BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Q _ Z (7 O O I 10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ. � 4. SEE DETAILS MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL A-0,G,H, LMUu SHEETS 2.4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED LENGTH Bu Iding bode ng with the Florida HORIZONTAL NOA-No. 17.0630.01 MULL INSTRUCTIONS: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fl- FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Data 05/26/2021 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: BY r-•--HORIZ MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. Miam de Product Contr i---OPE- WIDTH--i MULL I f -{LENGTH�-- VW.X)T.H 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR TRIANGULARfIRAPE201 AL. OPENING4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A.ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING HEGHTTHE MUWON TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE FatVERT. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN HEIGHT I / LE OP UNGTH MULL LL HOR17 MULL STEP 1). tFNGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE D_ L L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHQRS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACffY. ••6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAf SHEET USIA( YO R TdALSUBSTRATE CONDITION(MULTIPLE `��`\ANY LYNIyM� SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 1: Ct I T rW:N \,%GENS OPENING WIDTH AN CHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT N P RIFY THAT THE REQUIRED ANCHOR ; ��`.• F•._(� FORVERTICALMJLL CAPACITY IS MET. • • • • • p • • • Q�• •�� •• ••• •• • • • •• No.58705 "\SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIFT 1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA•TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - f, CODES!STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATEMATE Q: _•0 •2017 FLORIDA BUILDING CODE(FEC),6TH EDITION • ••• • • -�• Q -2014 FLORIDA BUILDING CODE(FSC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT'j FOR 1iE F6NESTRAT�IN IiRODLtSH TO BEP F ANP gNTIQMPRE WITH THE FINAL MULLION •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT�OBTAINED FOR THE MULLION SYSpEM!THE!OWER OF•THbTWOGHALL LAPP FO NTIRE MULLED FENESTRATION �i�(`•••.;�<,ORIL)P,.•'G�=� PRODUCT ASSEMBLY. • • • • • • • • • • -ALUMINUM DESIGN MANUAL,ADM-2015 • • •• • • • • • • • • A.Li(S�� IAL E)N.E. •AISI SI OO-12 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IIT A SPECIFIC APPLICATION AEN USING-FHIS NORTO APPLY FORA PERMIT. A.LAN MIL 58705 E. -AISC 36410 FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o� 1 5 DETAILA: DETAIL B: MULLION MULLION TO 2X WOOD BUCK '-MULLION MULLION ATTACHED TO 1X eucKsrRIP rP.ANc ANCHOR oz u PER SUBSTRATE. OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACMM NT SEE SEE TABLFS 18-138 9- �-I (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1. U 1 MULLION I SHEET 1. O Y N F- I Z W I ¢ W .6 'a MIN 2.7 KSI .•-'• ', EDGE W _ SEE SHEETS b In J (n 21-23 FOR HOLE d CONCRETE OR CMU' / DISTANCE, W 1 1 I I LOCATIONS A .I h--~SEE SEE TABLES _ (7 EMETHOO I. ° EDGE DISTANCE 1B-13B rn _ EDGE c I a FOR MASONRY° DISTANCE W Q 0 I IOR WOOD 1 I ANCHORS U MULLI d , sREmS ,°dSIDEVIEWZto 0 250•MAX FOR dA Q Q ALL MULLIONS ° .a a EITFERTHE d STAN]ARO OR 2 U Z m = OFFSET MULL ? EU d° CLIP MAY BE ; .0INSTALLED BY E . - EXTERIOR THIS METHOD, Q Z iz d °dEDGE :3r � I ° d DISTANCE 4 Z H Z Q pl W FOR m z Q Q N MASONRY Z 00 Ip THE OFFSET CDP IS ANCHORS a L ¢- -O m 0 .° RECOMME3JOE0 FOR ° A CO J y FIN-FRAMED w LLI � F EXTERIOR °dBUTMAY-NDOWS, 1 y ALSO BE USED FOR ® Z j (/) OTHER FRAME TYPES. U _ Q > g 4 Z. 'O sO TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE. G TYP.ANCHOR PER SUBSTRATE• BE-- 1&138 SEE TABLES 1B-163 PRODUCT REVISED PER SUBSTRATE, ,. EEJEND BUCKSTRIP as comPlying with the Florida DO SEE TABLES 13-160 Building Code SIETANCE AND E TABUS - ATTACHMENT NOA-Ho. 17-0630.01 BULKBTPoP 18-138 " BYOTHERS. EMBEDMENT EMBEDME� Ni SEE NOTE 1, Expiration Date 05/26/2021 AND ATTACHMENTSHEET I. BY OTHERS, 6y H SEE NOTE I, Mlam1-0a roduet Contra SHEET/. "' MN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: . 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11,11 I I I T H 1 •• *09 • • • • • •• 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • •• • • • • • �,%CENSF ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • •• • • • • ••• • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • • • • • • • • • No.58705 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. •• ••• •• • • • •• - 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEADSA . _ 4)WOOD BUCKS ARE OPTIONAL, S ATE SEE DETAIL C.SHEET 3. ,,, __ _ _ • ••• •, •• .P• ••• • - %� •• �� 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED • • • • • • • • • ''�`S�ONAL E?``� ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • i� • • •• • • • • • • • • �TT1�( 111` • • • • • • A.LYNN�I�LLER,P.E. FL P.E.#58705 • •• •• • • • •• •• ••• 0 • 0 ••• 0 0 DETAIL E: o $ n MULLION TO MULLICIN r DETAIL C: vs nnN. INTERSECTION NOTES: o� MULLION DIRECTLY ATTACHED TO (U-CLIP) zW Q MULLION 1)MAY BE INSTALLED IN-FEE'OR'CROSS" D o MASONRY INTERSECTIONS. (STAND CLIPS WN) VARIES ^I U - 2)MAY BE INSTALLED HORIZON-ALLY (SHOWN)OR VERTICALLY, N I TYP. GHUKo 0 ErrH THE 1 PER Su RATE. 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 0 tj tM W STAND oR SEE TABLE ISE FOR CORRESPONDING MULLION. Z OFFSET TOP VIEW MULL ON O W CUP MAYB g9 EDGED E - N ..I. W INSTALLED BY II 1 a FOR MAS Y VARIES W J THIS METHOD I Pi ANCHORS _ Al2 STEEL SCREWS, y 5 W I c SELF-DRILLING OR PRE-DRILL rL a = I I ` MULLION AND USE SMS O_ W DO O r " W MULLION z (f an 8 Q EXTERIOR - THEOFFSET CLP IS I ? ? (0 m m U EDGE DISTANCE RECOMMENDED FOR 2 FOR MASONRY FIN-FRAMED LINTERSECTION i ul 0_L o m i°O ANCHORS WINDOWS,BUT MAY U-CLP � ¢Z ALSO BE USED FOR r, 8' .a EXTERIOR Q OTHER FRAME TYPES. Z TYP.AN .d d Z Q 5) Z N PER SUBSTRA Q 00 ED SIB-1 SEE SHEETS 21.23 FOR R ♦- �..o TYP.ANCHOR HOLE LOCATIONS J h PER SUBSTRATE, LU Y EDGE Q BUR P SEE TABLES FRONT VIEW DISTANCE ATTACHMENT SEE TABLES i ® F- I- j BY OTHERS, 18-138 = U Z Z > SEE NOTE I, O Q EMeE SHEET I. EDGE d m0 a 1---F_s ET�Ae�iPs SIDE VIEW v W MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSICONCRETE-E OR CMU 1&138 � � FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD Building d• Hoa-No. 17-0630.01 (STANDARD CLIP SHOWN) expiration Date 05/26/2021 STRUCTURE INSTALLATION NOTES: BY �,-� TYP.ANCHOR Miam a Product ontrol 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APER SUBSTRATE. `• SEE TABLES I B-13B 2)QUANTITY OF ANCHORS AND 161ULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLES FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • DISTANCE Y LYN ELCO ULTRACON OR ELC01/4"S.S.AGGREGATOR MASONRY ANCHORS. • • •• • • • SEE TABLEs ``` ,�,ON.• •••.M,y FRONT VIEW Fe GA'*D qi?P=T�KNrI ev�IETi � LOINc•• 18-138 ` � `IGENSF •• AWAtF�TITTHCERS • •• �1 C EXTERIORUSE WOOD ANCHOR SPECS SIDE VIEW _* NO 58705 7t= NOTES: -7 • ••• 0 TAS �7 .. — —^ • •1)FCt 2X WOgp%jCKE tEEL STUCS�VOJ8• - • •ANCYOR VALUiiS WY BED. • • • �i�C� ''F�OR10 P..''G\��� • •2)SOOtORRE5PORDING MLLION'i4Bl£S,• • • SHEETS 5-20,FOlk QUArATY OF SCRBIVS. • A.L R;�•E. FL P.i 418,705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ETAIL F: DETAIL G: DETAIL H: � FF FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION g W LL (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �� O of y U SEE DETAILS AD, 30'OR 45' ^ SHEETS 2 AND 3 FOR INSTALLATION BAY MULLLO TO SPECiRC SUBSTRATES. /-MULLION yd•uU O O Z Lu O O W O O TOP VIEWLLJ o SIDE VIEW U SHOWN wm+rxa x.+zs. TOP VIEW N cl W MULLION 1"X I I i F 0 (0 Z j TYP.ANCHOR ? �, m Q EXTERIOR PER SUBSTRATE, Ug = 1 - 1 SEE TABLES 156 OR 168 Z b QO TYP.ANCHOR 1 I EXTERIOR a Ito STANDARD MULLION CUP I I PER SUBSTRATE, 1 I ¢ D) r MODIFIEDTO FIT FIELD SEE TABLES IB-t60 m 1I r en- CONDITIONS. I -I I TXS ANGLE CLIP, ~ Z Q m I 1 I j 2 PER MULLION END.MUST BE Q LD Z N r I 1 I INSTALLED INSIDE OF BAY MULL. F_q e 0�CO O MULLION I I I N J h o° K F a2 Y 2"X s'X.125" F• U) Cn 1 ANGLE CUP. a Z Q 2 PER MULLION END. Q - Z 0 O I MUSTBEINSTALLED d m0 I I INSIDE OF MULL �.� 0 T I 1 B PRODUCT REVISED b as comp)In w �TYP.ANCHOith the Florida R PER SUBSTRATE. Building e NOA SEE TABLES IB-13D �10. 17-0630.01 INTO WOOD, STEEL,PLUM Fcpirotion Date 5/26/2021 EXTERIOR OR MASONRY EXTERIOR W , INTO WOOD,STEEL, STANDARD CLIP TORE B > ALUM,CMU OR MASONRY MODIFIED INFIELD. Y w MIAMI-Opea,product Contra EXTERIOROF O ED('�STFIDR �^ F F� e ¢J ® INTO WOOD,STEEL, O ALUM,CMU OR MASONRY H ® ® D EDGE BTANCE 2 PER ANCHORim vl Illf EocE o• ••• • • • }} • •• E .� NY LYIV DLSTANCE NOTHB FOR INST.rLL/+�IO:OF710NG ZH_• I- ao.........N,y/ PER ANCHOR I O • • •• • • • • • IGEN �� 1)USE Z ANGL EIMIP81 ER MLZI(;,Liles.CLIPS.MUST BE INSERTED INSIDE OF MULLION. z Q�•' SF .'�� NOTES FOR INSTALLATION OPTIONS F: • • • • • • • • • 2)DETAIL G:?Et4ABLEt;&14eFOR;N;ORPQ TITIES AND SHEETS 21.23 FOR HOLE *' � No.58705 _ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.126*MULLION. LOCATIONS. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N ���•. V ATE (�•.;���\ 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • = i�s ••.4ORIOP,.•' �C� a • � • • • • • • • O 'i,S'/ ""' CIG • • • • • • • • • • } �r�()NAL E �� • • •• • • • • • • • • a A.L{NNIIMIEL ,P.E. • • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - W TABLE 1A Mullion Capacity Table(lbslft) h Opening Width(for vrlically-spar7drg muiliorm)or Dpening Height(for hcdzorltaly-sparmng rrwlliore) gW g o 501n 80'n 70 inr1i h 90 in 109 in 120 h 140 in ISO in rd Ractangtler 7repRdenfl. R<Giangular 7rapRdang Rxtangular to pRdang, TmplTdzng. Rectangular T,*,dang. Rectanguly TraplTdan9. Rectangular TrapRdeng. Reuangular T pR'ang. Rectedirg Tr Lp dnnfl. �� m Loading Laedng Loaeln9 Loading Loadnp Leafing Loaan9 Lmdn9 Loadhg i.oed'mg Londnfl at U 1 x 2 x.125 _Loodirp Loading Loafing Loafing Loading LwA+19 } r T Zl LL Alum.Tube F �' �. r^ n � r F x TwIld F $a 'gm $ oMmrun a s Qs ��, " a g e $ "S 7i a- o io R civ i iv v S do d 3 � U la gg 3�$ _ ay 3• +g g g yg¢`a 5 fire f€'. d`C fxe dr �2 Z@. 0 �r'o as 1c Qc za ETidrd 36 dr dK g' d axe dr �'a 2e� K SEK O W 42 in 111.9 408 129.5 332 932 408 115.5 325 79.5 4C8 107.8 321 89.9 408 104.4 lig 627 408 104.0 319 55.9 408 101.0 3:9 46.6 408 104.0 119 39.9 408 101.0 Sig 35.0 !O6 104.0 319 y J � 48-n 74.9 312 83.8 258 624 312 73.4 252 515 312 57.0 248 46.8 312 632 246 416 312 61.3 2M 37.6 312 61.0 244 312 312 61.0 244 79.8 312 61.0 244 214 312 61.0 244 F _ 50.625 in 63.9 281 70X 234 532 261 61.5 Zia 45-8 261 55.7 224 39e 281 52.1 222 35.5 2a1 50.1 22D 31.9 257 49.] 210 26.8 281 49.3 219 22.8 281 49.3 219 20.0 281 !3] 219 0 W O F- m M in $ 51 in 52.6 247 87.5 207 47.9 247 49.8 202 37.8' 247 44.8 199 32.9 2{7 11.5 198 29.2 247 39.4 194 28.7 217 364 193 21.8 247 38.1 193 18.8 2!7 36.7 193 18.4 247 38.1 193 to W 6 ~ (D c W h 38.4 200 41.2 170 320 200 35.4 168 27.4 200 37.5 163 24.0 Z00 28.9 iSD 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25.0 156 Z J 63 in 311 161 75.3 155 27.6 181 30.3 1S2 23.7 1a, 28.9 149 20.7 781 21.5 146 18.! 187 72.8 144 16.8 181 21.7 14J Z Z U)g r = u U a T SU 66In 29.8 165 30.6 142 24.0 IBS 261 138 20.8 765 23.1 178 18.0 165 21.0 134 W d LLI 90 72 in 222 139 23.3 120 16.5 139 19.9 118 15.9 139 17.5 116 N J tq° ° Z I'll 48.9 125 79.7 109 15.7 126 78,8 107 Q J s n 78m 17.3 770 162 104 Z Z 2 Z N ANCHOR CAPACRY ADJUSTMENT FORMULA: C9 sZ m TABLE 1B a U 04 8 so 0 Anchor Ca ci Table bs ANCHOR CAP.na,,,,,as ANCHOR CAP.,„ ." ° o Substrate: 27k C000reie 3.5k Core. Reaea CMU Ftpm cMu PT woad Maui (D�)X MULLION CAP.,•,,,,,,,, N U YiB.Iko 1/4•SS Eke 5/18"Elco 714'ss Fluo a1D steel a12 sax! ate sieel USE THIS FORMULA TO OBTAIN THE"ANCHOR K X w Y Amba Typo: 9116'ECo Unacm 114'Elco Uerxon Uaacon 711G Eko Utracon 1/4'Eko Ultracon AggnGaWr tl9rman App1e('setor ficnw(G5)Sura 1t:5) Saew(G5) F- AnchorClip Patteme CAPACITY REQUIRED'CORRESPONDING TO AN = U X•4 U Eafl.D6tuwa(m% t' 1' 2-t2' &i/e' t• z-1r8^ t' 2-t2' Y 3•t/a' 7 Doe- u'st' 6324 ACTUAL PRESSURE REQUIREMENT FOR THE C7 < z O 01 0 EmOedmant(m% telt" t-3N' t-9/4' 1.1/{• 7 1-114' 7•t/4' 1-114' 1.7/4 1-1/4^ 1-1/P Y tare' lass' 10ba OPENING,WHEN IT IS LOWER THAN THE MULLION it 2 Mr"@ 2. 1.75 Mm.O.C./Standard or Offset CND(F4.t% 390 roe 390 0v 150Ibs 890 roe ta44 eM 270 ibs 2801ba 351 fin 740 roe 37!106 664 the 9481ba 391 91a 742 It. 580Iba CAPACITY FROM THE TABLE OF THE SELECTED a �_ � m O r0 4 Mctpa®1.14Min.O.G l6anda[d(m OfBsMl Clip(Fifl.2): 480106 700 Na N/A WA WA NN 3B0 ibs WA NIA WA WA NIA 88216a 885 ma -11209x: MULLION.IT WALL YIELD A MINIMUM ANCHOR O All A e��'� re.FarsC./(2)2XSAngk CBps!(Fp.7S 7801ba Tfi01oa ee0 9a 15eo U 1898 ere 5401W 560 ItsWA TBO IM 7481ba 88010a 1682 tM 882 9s 685 Ba 1120 ms °L!4A bora�Qymn.o. 45'Mh.U.U./tl-Gip.into.125`Alum.(Fp.1k wa WA wA WA WA NIA WA wA wA wA wA wA WA NIA 715 ft ADD,TIi)ONAL ANC HOR OPTIONS FROM THE PRODUCT REVISED 1 Anctror/F47ip(Fifl.5% 195®6 /95ID6 22515s 445 814 822 Oa t35 fin 740 lbs 1771W 9701be 7871b6 3321ha 1731D6 t7016s z21 are 28016a ANCHOR CAPACITY TABLE as Building plyin Code the Florida 2A.M.@ 1.15'Mh O.C7 F12ip(Ra.8% Mars 3501M WA WA WA WA Iso ft WA wA NfA WA WA 3110>S 442 rob SBO ibs 9 NOA-No. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05!26/2021 By ; Mlami-DProduct Control FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' F� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" 1 I l 0 ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •• ••• • • 125' 4)SUBSTRATES:CONCRETE S • • • •• I �•�ANY LyMry // • • L . ``�,`.� .• ' ••..ti//� ANGLE CLIP MUST BE USED IN PAIRS. HALL CONFORM TO ACI 301 SPECI'JICAL.IaATIONS.F�LLUYJ=NlEU-R [LLED•• ��• LICENSE �����'�/ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHBEpRfe$Sl - FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEA6063-TSONWE•MINIMW. F.1 5 • _* No.58705 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"TH]e^18 GA").STRLIBTURAL STWL TO BF*4T 1'X 2"X.125 MULUON �• • ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND FF � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 410 S.S. 6 AT J �O STATE F . % si0 N • • • • • • • • • • A-L"M11LAEY�,I P.E. • • •• • • • • • • • • • • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U TABLE 2A M e Mullion Capacity Table ibsMe $� 'IW Opening Width(for vertically-spanning mullions)or Opening Helght(for hod2.ontaty-spanrd no mutlions) 1"i < `JJ in 60 in 7o in eo in 90 in 100 in 120 In uo n Is In ^ O Rectangular TmprTmW. Reclangulw TmprTdaro. Rectangular TmprTrian9. ReRangolar Tmpunang. Rectanguw T�nan9. Roatarguiar TnpTdang. Ractangutar Trap?darg, Rectarg�dar TmpJTnarlg. Rect2dIng n Tr Loading ��" m. W 1 Y 2%.376 Loading _Qadlrg Loading Loading Loading Loading Loading Loading Loading Lad-9 Loading Loading Loadig Loading loading Lording (o]Iry Loading of U Alum.Tube 2 « «• Z u �^ « u « Ti D 3 ?' ^ L Mulliones gra Ba a � a SS"ye 8 � 2 � � ` oo 4o i u" 3 3` u` � ULa � �� � _� s� t� � � -��� 3 � Q a� og ° �� Wi ` Fffi aA z� a� z'$ aa� s� a� �� �a �a s� �& i� i s S' Z W O 42 in 170.0 920 170.0 435 I 1700 478 129.7 fifi2 170.D 506 173.5 662 f341 518 1009 662 168.9 517 908 eel 789.9 517 75.7 SM 16&e 517 04.9 662 18a9 517 56.7 862 18&9 517 W J J 4e in 121.E 307 136.0 419 119.2 410 86.8 507 10&7 403 78.D 5D7 399 97.6 507 93.6 397 sae 507 99.0 396 607 507 99.0 396 13.4 507 99.0 396 36.0 SD7 99.0 396 K _ N CC m = 50.623 in 101 458 114.8 378 99.9 371 74,1 456 90.5 364 6A.8 456 360 57.6 455 '81.3 367 51.8 456 8aD 356 432 .0 356 37.0 466 80.0 356 32.4 456 80.0 356 F coc t/7 541n 854 400 83.3 336 80.9 328 61.0 400 M.T 321 53.4 400 316 47.5 400 61.0 375 42T 400 823 314 388 .0 313 30.5 400 81.8 3t3 26.7 400 81.8 313 cn W 6 60 h 623 374 66,9 276 57.5 270 445 324 51.2 264 39.8 324 260 346 324 43.9 257 91.1 324 420 255 2&0 .5 253 222 324 405 253 79.5 324 40.5 253 ¢ r <O Z 1 u 63 h 53.8 294 $7.4 252 49.2 246 38.4 294 43.6 247 73.6 294 237 29,8 294 37.1 234 259 294 352 232 226 .5 23D 19.2 294 314 230 16.9 234 33.4 230 0 � Q fib h 46.8 268 49.6 230 424 223 336 266 37.5 221 29.2 268 218 26.0 268 31.6 216 23.4 268 29.8 212 19.5 .0 210 1&7 268 27.7 209 14.6 238 27.7 208 ? z (n d N UU 72h 36.0 225 37.9 196 30.0 225 32.2 191 2&7 225 284 188 225 725 256 186 20.0 225 23.5 182 1&0 225 221 180 15.0 .3 777 129 225 79.6 176 11.3 275 19.6 178 vO 78h 30.6 202 32C 177 285 202 27.2 173 21.9 202 23.8 170 192 202 21.5 167 17.0 202 19.7 165 16.3 202 134 In .7 18D 1C.9 20'1 189 136 9.6 2D2 15.9 156 J �� U KZ N ¢ J r 76h 28.3 792 29.6 108 216 192 25,7 165 20.2 192 220 162 1T7 792 13.7 159 157 192 10.1 167 14.2 192 1&8 .2 152 1G.1 192 144 150 8.9 192 142 160 D J Z Z QN 90 In 1&6 iM 19.0 10 15.4 1. 16.7 128 Q 2 Z ` 66 in 182 127 15.6 713 ~ in ° to 1- _oho TABLE'LS ANCHOR CAPACITY ADJUSTMENT FORMULA: r N M Anchor Capacity TableObs) ANCHOR CAP.,,„,,,,,,, � x Y `l s bslaa: vw Canemte 3.Sw cmc. H.S..cMu Filled CMU PT Wood Metal (DP-)X( =ANCHOR CAP. a = U X Q En U) Sete•Ebo 1/4"6S Eloo Yt8'Ebo 1l r SS Eke 010 61etl 012 6tetl 072 Steel MULLIONaaana Awtw Type: 9116"Elco U ioWOn V4•Elee tavaem t an 3lte•Elco ulcmcm IW Elco t8traem � uaacm A9pe0ebr Scree.rG5)Scaw(GS) S-(795) USE THIS FORMULA TO OBTAIN THE"ANCHOR CD Q ,- Z O O Anchor Clip PaCem• CAPACITY REQUIRED-CORRESPONDING TO AN (r D_ U7 Edge Dabnce 8nk 2-1? 3-1R' t• 2-U2" 1' 2-1/Y Y 3.VW 2' O.d6 D.54' 0.324' y -O EmbeOment iCrk 1.Y4• 7-314• 1814• 1-314" 7 t-tla^ t-t/4• i-vc t-114• 1-114• 1-1/4- Y tale' tare •eras ACTUAL PRESSURE REQUIREMENT FOR THE 2 Andwm t➢4.76 Ma.O.C.l s a aam«o9set alp Fm.1z 3W w 390 lb, 450 a roo roe 16141G 2ro Ib. zm 16e 354Ibe 7401ba 3741ee 684ICa 946 bs 341 ISr 2M' 580 n OPENING,WHEN R IS LOWER THAN THE MULLION U S a� CAPACITY FROM THE TABLE OF THE SELECTED a 4Anwhan®1.1SMin-O.G IStandand(«08wt)CHp(Fp.2k 410 IN 7001bs WA WA WA WA 980 ICs WA NM WA WA WA 882188 885I6a 11201ba ( ) PRODUCT REVISED 4 Ancnota 3-Mm O.C./R)2x5 Anila atps/(Fig.Sk 780 ms 7B0ICs -680b. 1360IDa 1886 as s4o IM 360 Lbs WA 760 bs 74a!be 880 bs 1992 ar 652 Iba 885 Ida 11201Cs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Andras®145.69n.D.C.1 U-aip,ba.128 nbm.(Fq.4y WA WA WA WA N/A WA WA wA NIA WA WA wA WA WA 715168 CAPACITY WHICH MAYBE USED TO QUALIFY as eomprying with the Florida ADDITIONAL ANCHOR OPTIONS FROM THE Building Coda 1 AtwMrl F421D(Fig.5): 795118 -795166 225 Os 445168 822166 735168 740 Mr 177168 370166 767168 332168 473166 170 be 227 Iba 28o ICs ANCHOR CAPACITY TABLE- 341 NOA-No. 17-0630.01 2A-h-@ 1.15"IITo C./F-a(p(Fq.e): 240 Ila 350 ICs WA WA WA WA 19010.1 WA NM NIA WA WA Lbs 4421be SBO be Expiration Date 05/26/2021 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BY Miami�1- FIGURE 1: FIGURE2-' TABLE NOTES: 1SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1,000" )-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWABLE FIGURE 3: 1111 1 1 1'Ito 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2000' • • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL R.S"ZOGTIOR-mHON N.IFETS.1-: ••• I �` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • •• • • • • • L �'�:.•' t10ENSF'•.�(��� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATfpNS.9CLCIJ A�DOL� • " ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOAD SH�(y%EPR U j 'Fw• ••• *: No,(78705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606&T5 AND BE A MINIMUM OFF 12 1"X 2"X.375'MULIJON THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT =ft 11 (r • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND loll THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL•18-8 Fj,%V 410 S.S.• -••• _00• • '���•'•-'ZOR10P.•'•.N I • • • • • • • • • '� S CI • • • • • • • • • • 1/7111 tit • • •• • • • • • • • • A.LYNN MfLLER,P.E. • • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A e Mullion Capacity Table(Ihslfis) Opening Width(tor mrtically-sparlyd ng muiicns)or Opening Height(for hodznntally-sparWno mufions) ¢ g� o 7Dm e9 in 9oln 1aou, 120 in 140 In 160M a sou 50 in H T x 27b X RecanBuar TreplTdarq. RemnpWar TreprTdanp. RectanWlar Trep/-Aarg. Recanguler TreplTrienp, Rectanprar TrepRneng. RecWV U TraprTrlarp. Rtt1anBWaf TraF/Tdan9. Rec1edng Trap7TdanB. Rectangular 7 Leodtti; e i V Lceding Loafing Loedng L-dng Loadng Lce3ng Lowing Loading Loading Loadng Loada9 Loafing Loading Lcadrl9 Loafing Loafing Loediq Loafing .376 Alum. • L, �. q4gi '. y. z' ,• > L _ a a.. " D .' m,}L. ad w 2: a L q T '0 it^. aD '68g maSaN Tube A-. .D _ cT a cS o ��Mullions u $ 3 r3$ 3 Uo �v� �E u�E �,^� �� ' ` $ 5Siis § ggE�3g3g � �g s s $ s ti s sgp 3 } 5g � yy$ _€� $ �da' 7 g` ¢ < �S � S ¢ s fid �c a:¢ 2i 1`¢ 251a¢ 6¢ Sc d¢ Z111�.^�d K f�. C¢ f d¢ Fc d¢ W O = 42 h 170.0 820 170.0 473 170.° 744 170.0 478 170.° 868 170.0 506 IX-0 592 17°.0 519 170.0 1116 170,0 621 170.0 1240 170.0 521 148.7 13°1 170.0 521 127.8 13°7 770.0 521 111.5 13°1 170.0 527 J 7n 1n 48 in 170.0 705 17°.0 524 170.0 1130 170.0 584 170.° 992 170.0 630 170.0 1133 170.0 661 151.8 7139 170.0 677 136.6 1179 170.0 880 113.e 7139 170.0 880 87b 1139 170.0 680 85.4 1139 170.0 680 ` m = 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 187.8 70ffi 170D 584 146.8 1032 170.° 723 130.5 1032 17°.0 747 117.4 1032 170° 756 97.9 1032 170.0 756 83.9 1072 170.0 756 73.4 1032 770.0 756 W O ~ Cl) 641n 170.0 797 170.0 612 161.J 907 770.0 697 1J82 907 164.7 730 720.9 907 14.5 720 107.5 007 165.0 714 913.8 907 147.1 710 60.8 907 1/0.0 709 Ba.1 907 140.0 709 60.6 807 140.0 709 iY m W BO In 7/1.1 735 151.5 625 117.6 735 130.3 617 100.8 735 116.0 599 682 735 1082 590 76.4 735 99.5 683 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 87.8 574 44.1 735 91.8 574 Q ~ 63 in 121.9 666 13MO 570 101.6 67,8 111.5 657 87.0 666 5.9 547 762 666 Ml 838 67.7 666 83.9 531 80.9 666 78.8 525 50.8 668 75.8 321 43.5 868 75.8 321 38.7 6118 75.8 41 K Z LU g 2 �e ee In tOfi.O 607 712.4 522 88.3 607 96.1 571 75.7 607 65.0 501 682 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63A 478 37.9 607 62.7 474 3J.1 807 82.7 474 '0 eV O 72 e1 81.6 510 85.3 443 88.0 510 73.0 434 58.3 10 64.3 428 51.0 510 57.8 419 {5.4 510 $3.3 413 40A 570 SD9 408 340 370 45.8 402 292 510 44.4 399 25.5 610 44.3 399 _ JA kz � 16 in 69-4 4511 725 400 57.8 458 51Y 392 49.6 458 64.1 3115 43.4 4511 48.6 378 38.6 458 44.6 373 34.7 458 41.8 368 289 458 37.7 362 24.8 455 36A 359 21.7 438 33.7 356 �¢� Z Z Q 18 in 64.2 435 67.0 561 57.5 435 56.8 777 45.8 435 40.6 366 40.1 4J3 44.7 360 35.7 435 40.9 365 321 435 38.1 351 28A 435 54.4 344 22-S 435 32.6 341 2111 435 322 340 N 80 in 4?.6 327 43.1 34.6 377 36.4 285 29.9 327 31.8 280 26.1 327 28.7 275 23.2 327 25.7 271 20.9 327 27.7 265 17.4 327 21.0 262 14.9 327 1g.3 256 1.- 290 M,.Z C7 a m0"O 96 in 34.1 287 35.4 257 N�!7' 287N2" 252 24.6 287 269 248 21.5 297 23.7Z44 19.1 287 20.8 240 172 287 19.3 237 14.4267 1fi9 232 x1081n 2A.2 227 247205 227201 773 227 16.0 198 . . N Wto 111b 227 215 22.7 194 215191 15.9 215 16.6 168 ® N (n (n t� n in .6 161 17.0 767 O x ¢ O O TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA > 0 g Z A0 s0 Anchor Ca aei Table lbs ANCHOR CAP.,,,,,.,,,, 00. Rg m� Hdlaw CMU Faad CMU PT WH Metal (DPaa)X( )ANCHOR CAP.,,, V y FS 6 Suustat¢ 271 Cacrele 3.51 C. MULLION CAP.,,e,,,,.a 5/18"Elco 8118"Ebo Ultraeon 714"Eko IXbecan 7N^ss Boo 5116•Elco 1/4'SS Elco nD steel el 812 Steel USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Type: SHS Elora LAM- 1/4"EX9 Uft,o Urwm App•Gab1 //Oreton AWreGeMr SMew(05) 3) Screw(G5) PRODUCT REVISED Anchor CNp Paitems CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Edge fXsarae(Ink t• btrz• t 2 712• 9-1/e• 1' 27/2, 7• 2-517 r 3-t/8^ 2 0.45^ 0-a24• ACTUAL PRESSURE REQUIREMENT FOR THE Building Code EmbedneM(ink 1.314, 1-314• 1.Sq7314 'a'keOPENING,WHEN IT iSLOWERTHAN THEMULLIONNOA-No. 7-0630.01 Anchors®4.75"Mgt O.C./Sandal M Ot4N Ctip T19.1): 39075" 3s Oso Ou 118°to 1a270iba ]54 ros 74016s 3741m BB41tn 9481Da Mt ba `•�° CAPACITY FROM THE TABLEOF THE SELECTEDExpiration Date 05/26/2021 rs®1.73Ma.oo.I sanaard LMo7aeq1p41101bs 700 roe WA WA WA WA 380100 wA wA WA wA Wa 8821M 112°lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR4Anetara 3Min.O.C.112)35 ArWe1 . 780 be ?so be 6SO en 156001. loge M 5401bs 560Ibs WA 7601W 748 6e B801tx 18921te %2104 t1201W CAPACITY WHICH MAY BE USES TO QUALIFY By 045OC.rUC11p,intoWA NIA WA WA WA WA N/A WA AAWAWA 115 W ADDITIONAL ANCHOR OPTIONS FROM THE roduct Control F421Ff5): 1115 Q% 1851be 22511» 44864 8221bs 135 me too IW 777 tln 3701bs 1111 lbs33215. 473 b 170 70a 280 baANCHOR CAPACITY TABLE. 2 Anon=®115'MIN O.CJ F121p(Flo.Bt: 210 0x350 978 WA WA WA WA 1901tw hA NIA WA N/A WA 34I lbe 560 Bu NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CUP. C`)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2: TABLE NOTES: ��JJ --•j 1'000" I-- O 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. O SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111 1111 ..L.. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIORQPE�BN601:TH:IS:LU jV?AjLE� • •• ` ashNei,,/ FIGURE 3: /s a E� GQJ 2'750" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TC SCALE.FOR EXACTSINMENSI N.. SH 21- Q•':• ';�� • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RLFSTRICTIONS116HOWWNOHEE'TSZ1.23. • No.58705 • ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.• •e• •• • • • •• ANGLE CLIP MUST BE USED IN PAIRS- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPEGFlCAT10N5.HOLLOW AND GROUT-FILLED 375• '.'l 6��, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDL O�•. S •eel�� FIGURE 4: FIGURE 5: - FIGURE" YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SiALL6BPBg63-T5 ANPBE A V,6N 1L1M OF*- _ (�` '•.jP(ORIDA..• \7�� • �� THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.O. ICK 8 GAUGES STRUCTUR7•.L STEEL TOLE 0"(!a 1"X 2.75"x.375'MULLION ,S LEAST.125'THICK AND A36.ALL ANCHORS INTO METALS EXT DAT LEST VSCREWV THREADS6FY0WD • ��/S/()NAL E� � 0 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE VIE LEAST. ( 450 S:• • • • A.LY w FvIkL" P.E. I I I I J • • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• • �en TABLE 4A = MUIIi0M Capac' Table Ibstf $ E Opening Width(f❑r v rticalty-spanrtrg mUlions)or Oponing He ht(far n❑rizanally-sparlrlirg motions) w[w 50 in 60In 7D in min 90 in +00 in 1201. 140 In 160 in Z g O w Rectengul- TI.P'Tdan9. Rnctengulu Tnprdaltg. Red.yu+u Trap/Tdang. Rectangdar TaprTneng. Rectangulu TaP/Tdang. RectangJar Ta{JTdarg. Reetangrla• Trap/Tdanp. RactanpJer Tap/rdarp, Rectenpuler TrapRdanp. m 1 x2.76X Loading Leafing (owing Lmdng Lmdnp Loadn9 Lmdn9 Loadg Loading Loafing Lmdnp Lmdng Loading L..dng Loafing Loadn9 Losdng Loadnp of v 16 .650 Alum. L. cTm n :z i ? r a a ? �• s £ r ? ? ? a .. It Tube a ? c ?' 3 a a a Munian i as �- 9 �a � s � � a F �> e � g ^ a' N e � yy9 €� p °� 6 s� _� sr t� �s to to z �� off.� s� t s le7tt � Rg W -f ddf dV`rc i€ d i d 5 I J1) 1e$ 1� dz 2 �z �� d�`rc� �S d`Vz �� d`¢ �� d¢ s1) d¢ a� d� � O ���U W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SW 170.0 902 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 1700 1488 170.0 521 158.7 1620 170.0 521 136.8 1820 170.0 521 J 48 in 170.0 708 170.1) 524 170.0 650 170.0 564 170.0 992 170.0 870 170.0 1133 170.0 661 170.0 +275 170.0 877 170.0 1417 170.0 600 141.7 1417 170.0 680 121.5 7417 170.0 880 106.3 1417 170.0 680 50.525 In 170.0 747 170.0 563 170.0 998 1700 631 170.0 1048 170.0 884 170.0 1195 170.0 723 1628 1256 170.0 747 148.3 1286 170.0 758 121.0 7288 170.0 756 164.5 1286 170.0 756 01.4 1288 170.0 758 m C) 51 N 170.0 707 170.0 812 170.0 956 170.0 �+ 170.0 1116 770.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100,5 1130 170.0 861 88.1 1130 170.0 861 75.3 1t70 1700 881 n M W 601n 170.0 8115 170.0 701 146-5 915 182.3 781 1255 015 144.5 746 100.9 915 132.3 735 97.6 915 123.8 728 67.9 915 118.5 720 732 915 114.4 715 62.8 915 114.4 715 54.8 015 114.4 715 6 Z 63 in 151.8 630 161.9 710 125.5 830 138.9 694 106.5 830 1232 687 84.9 870 1122 670 64.d 830 +a.e 662 75.9 830 89.4 656 633 830 94.5 890 54.2 830 84.1 640 47.4 830 84.1 640 i z a-d m' _ 66 in 1321 757 140.0 650 110.0 757 118.8 83& 94.3 757 105.9 824 825 757 06.1 654 73.4 757 80.1 608 85.0 757 642 600 65.0 757 79.0 593 472 757 78.2 591 11.3 757 781 591 ui z ca� 3 o c w 5 e J 721. 101.7 838 108.8 552 84.8 836 91.0 540 72.7 636 80.1 530 Ball 6M 72.2 521 5&5 678 06.5 514 50.9 638 623 r 506 42.4 636 57.2 S00 36.3 636 55.3 497 31.8 638 552 497 � J J o � �Z 761. 80.5 571 90.4 198 72.1 571 78.8 488 81. 871 87.4 179 54.1 571 60.8 471 4&0 571 55.5 484 43.2 571 51.8 459 3&0 571 47.0- 451 30.0 571 44.8 447 27.0 571 44.5 448 rn Q r }- Q 61 03 781. 80.0 5+2 83.4 {74 66.7 542 .70.8 465 57.1 542 G2.1 45fi 50-0 542 55.7 449 44.4 542 51.0 442 40.0 1542 473 437 33.3 542 420 420 28,6' 542 40.6 425 25.0 512 40.1 423 Z N F Q Z b c0 go In 521 407 53.7 361 43.4 407 454 355 372 407 39.8 349 325 407 35.3 343 28.9 407 321 338 25.0 407 28.8 334 21.7 407 28.1 327 78.6 407 24.1 322 16.3 407 23.0 310 a m O mp 96 m 42.8 3� M.1 320 75.8 358 37.2 314 30.7 358 32.4 300 28.6 358 2&8 306 YJ.B 358 26.1 300 21.5 358 24.0 206 179 356 21.0 289 15.3 358 +82 281 x H o o W 1081 30.1 283 30.6 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 267 19.9 214 16.7 283 18.0 240 1&1 263 16.5 231 Y Y 1111. 27.8 26'7 28.3 2+2 23.1 267 23.8 236 10.6 287 20.8 235 17.3 287 18.3 231 15.4 287 16.5 728 ® N (� x ¢ 0 0 1201. 22.0 229 223 208 18.3 229 78.6L-2-05A15.7 228 1fi2 2022 (7 (L O 0 � a c r Z m(n (n TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: a o O SO Anchor fle Table ba - ANCHOR CAP.,,e....a 'd- W 0� 8ubstnNe: 2.7k Cantata 3.5k Cana H.11-CMU Fa.1CMU PT Wood Meld (DR-)X( )=ANCHOR CAP.- 8 MULLION CAP.,,,,.,,, 5It8•Eko 1/4'89Ebo5118'Eleo va•ssE+co alostea 812s(G5 s (G5 PRODUCT REVISED Anchor Type: 3/16'Ek.Ueaoen V4'Eko llldaeal � 3'18"Eloo Utkacon 1/4 Elco 1.11mon Agp.Ga Lft=n AppteOetor 5-8351 S.-(05) sen•w(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorC6p Patterns CAPACITY REQUIRED'CORRESPONDING TO AN as cornp/ding Code with the Florida Edea gauncl M% 1- ate. 1• 21lC 3 ve• 1• 2-1e• +• 2-trr x' 3-:re• 2• 0.46• 0.54• 9.324• ACTUAL PRESSURE REQUIREMENT FOR THE Building Code EmbdmentM 71/4• 111+• 1-3/4' tans^ 7 1-1l4• 1-U4' t•+/1` t•1H' t-1!P 1-114' r tare' tare• uldea Noa-No. 17-0630.01 OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Arohon 4.75^Min.O.C./sLndald or Omet QIp(Flg-1Y. 300 me 990 b 4501bs 600 b +844 b 270 lel 260 Lha 356118 g140111374101 604 Ibe 816b. >41 Lea M2lb. 560 be _4Archon®1.15"Min.O.C./Shndatd(orOlbN)qip(Ffp. 481)1)• 701) N/A WA WA N/A 350 Lha WA WA WA wA 662111 865 1121)Lbs MULLCON.R WLL YELD AA MINIMUM ANCHORT£D Et4plraUon Date 05/26/2021 4 A.chOrs 0 3'N9n.O.C./(1215 Anpk Capt/(Flp.3p 7801Ds 760 nu 6601b. 1566Ib. 1896b 540 lb. SeD Ib. wA 745 Ihs BBD lee leez Ra 662 tes he 11x6 IW CAPACITY WHICH MAY BE USED TO QUALIFY By2A.11-0 0.45'MIT&C,/ULllp,Into.125Alun(R1).4y WA WA WA WA WA N/A N/A WA WA WA WA WA 715161 ADDITIONAL ANCHOR OPTIONS FROM THEMiami-0a roduct Control(Fig.5): 195 b 1851. 225Is446 b 822 bs 133 bs 1401.. 177 b 787118 3321.8 Iri b 170 IW 221 b 2801612Anchor 0 1.15'Mkt O.CI F-gip(_6Y 2401hs 35011s WA NIA WA WA 1t01bs WA WA WA WA 317 b 142 0. 5W to. ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: 1.000- ® O 1)SEE SHEET t-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111 I17j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN"WIRVJ ISS ALLOWABLE• • • •• ��� NN LY ��i FIGURE 3: O N 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FORf7CACT DIM SIIS • 21-3.� 2.750' � ••'•1-ICENSF-• � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESiRICT10►36H(JWtyON H A FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • • • `*;' No.58705 ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 050• -0:(� - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED •� �1 •. 6 �= FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' O lV�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18tOAYGE).STRWCTUP410WEEL 7007 • - - � F '•.F[OR10P•.-'•��� 1'X2.75'X.650•MU LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHAL DR END AT LEAST 31SCREW THREADS BEYOND• • LLION %SS -..--.• �� _ I • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STE ts-8 S.i OR 41.0 S.. • •• • •• : : �'�.;0NAL 1EN • • •• • 4r • • • • • • A.L"4 MILLER,P.E. • • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A o Mullion Capacity Table IbsW Opening Width(for 7erticaly-sparnrig muNorts)or Opening Height(for horizonlaPy-spemrlg mullions) W SO in 6¢m 70 in 80 in 90 1n 100 in 120 in 140 in Min 0 Rocleng'ler Tr+WTriarg- Rectangular haplTnan6. Redangutar Tradidalg. RectangWer 7tnpTdeng. Rectangular TnplTnang. ttectangWar Trep7Tdang. Reclmng,dar TrapRrianO. Reebeguler TraplTnang. Redv:pdar Trep/7riang. o w 1"x3.125" Lcad ng Loading Leadne Loading LoadiN Loading Loading LcAng Loading LoadN LOadng Loadng loading _oadrng Lcadrg Loadng Loadllg loadrg ci .600"Alum L 2• T1 ; ?' .� A TOM;; L d tE % ._ iZ Z•E ?' a,- L n BTNTube Muges . a� UU v U U U u� o� v o� oN Vv Uu$ v .6 v V9=pa r� _ zea l =� tse � S € r S to $ $� t §� r s` t� s` toosL s£ Z ymai@ i d`rc s'$ ac g�`-� rc s'� a iz fes. �c ��. �r"c �� � sem. �& f� d`rc i�.'a`a Q W_ J /2 in 770.0 62D 170.0 435 170.0 744 170.0 475 $701 170.0 506 170.0 982 170.0 510 770.0 1116 170.0.521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 527 154.4 1602 170.0 52f CnNin 170.0 708 170.0 524 1710 850 170.0 584 170.0 630 170.0 1113 170.0 861 17¢1 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 MA 1577 170.0 660 118.2 1577 170.0 660 A59.625in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 684 770.0 1795 179.0 723 17¢0 1345 17..0 747 170.0 t4& 170.0 758 141.7 1495 170.0 7567215 1495 770.0 758 708.3 1495 170.0 756 O54 in 170.0 797 170.0 612 170.0 95E '170.0 891 77¢0 756 170.0 7275 170.0 $03 166.1 1401 170.0 637 148.5 1401 170.6 856 124.8 1401 170.0 861 708.8 1401 170.0 881 93.4 1401 770.7 867 00W60 in 170.0 8B5 17¢0 701 170.0 1063 170.0 707 170.0 676 138.7 1158 187.0 928 iZJ.3 1156 156.5 817 111.0 1156 140.7 010 92.5 1158 1{4.5 903 70.] 1758 144.5 903 eg.4 1158 144.5 903 JQ F m U fD Q 6b in 170.0 930 779.0 745 159.8 10W 170.0 650 137.0 1049 155.5 890 119.8 1049 141.7 616 106.5 1049 1320 836 95,9 1049 125.5 828 79.8 1048 119.3 820 66.5 1049 118,9 819 58.B 7048 718.8 81B Z Z L)d m = L C - 861n 189.8 955 170.0 789 139.0 -955 131.3 ON 119.1 965 133.7 788 1042 4% 121.4 775 02.6 055 112.8 785 83.4 955 106.4 757 88.5 955 90.e 718 69.6 955 86.7 744 521 955 88.7 716 0i d m 20 J 7244 128.5 803 134.8 697 107.0 60:5 114.0 682 91.8 e03 101.1 670 60.3 803 911 659 71A 803 83.8 610 64.7 803 78.8 642 53.5 fl03 722 672 469 603 89.8 628 4¢1 BOJ 68.7 827 J ¢Z 76 in 109.2 721 114.1 629 01.0 721 97.0 818 76.0 T21 85.1 615 BB.J 721 76.5 SBS 90.7 721 70.1 586 56.8 721 85.4 570 63.5 721 59.1 SBB 3D.D 721 58.8 504 34.1 721 56.1 583 j 781n 101.D 684 105.4 S99 84.2 684 80.4 587 721 684 78.4 576 63.1 684 70.4 567 56.1 864 64.4 556 50.5 BB4 59.8 451 421 884 51.1 541 38.7 684 51.3 536 11.6 684 50.6 534 Z Z Q N m 90 k1 85.8 514 67.9 636 84.8 514 57.3 648 41.0 574 50.0 440 41.1 514 44.8 433 36.5 514 10.5 427 32.9 514 37.7 421 27A 574 37.0 472 23.5 514 30A 408 20.8 $T4 29.0 403 Q rt) Z c0 (O 96 fi 54.2 452 35.7 {W 45.2 452 47.0 396 38.7 452 40.0 390 33.0 452 38.4 A38410.1 452 329 378 27.1 452 30.7 373 22A 452 28.6 385 10A 452 26,2 359 18.9 452 22.8 355 u) o 8 LU r1081n 361 357 38.9 322 31.7 357 327 317 271 357 28.4 312 23.8 357 25.2 N13 22.7 303 790 357 20.8 289 150 J57 16.(1 293 13A 357 18.2 287 17.9 J57 15.0 283 nYY17761 35.1 338 35.8 306 29.2 378 JO.1 301 23.0 336 28.1 29fi 21.9 338 23.1 20.8 288 17.5 330 18.0 284 14.6 338 16.5 278 125 3383J8 t}.8 269120 b 27.7 288 281 28J 23.1 289 23.7 259 19.6 289 20.5 256 17.3 289 18.1 16.3 240 13.8 289 16.0 218 11.6 289 12.8 240 9.9 289 1 t.{ 236 8.7 288 t0A 232 (=7 V x ¢ O O a..� zeta) to TABLE SB ANCHOR CAPACITY ADJUSTMFSTT FORMULA: o �92 Anchor Ca a Table ANCHOR CAP.,o„.a. sursva1^" 27K L'palee 9.5k Con(. Halow ClAU Figed CNU PT Wood Mela (DP,)X� )=ANCHOR CAP- U yt6.eco t/4•sS Ex0 WIFE- 17J•SSMco 019Ste9 012$ted 012 sled MULLION CAP.,,m,,,,aa Arrnu'fype 3/16'Euo uttram v4"Ek.otivmcon Umaeon 4'16•Eicu LMbtcm vs Fxounmcon AgReGaor UNazu1 AggleGttor Scrcw(t95)Suew(G5) Screw(Gd) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Anchorclip Patterns as comp fn with the Florida Edge pstmcepnI 1^ 2-117 t• 2w2° 3.1/8' Y 2-vz 1^ 2-v2 2' sve• 7 O.aB• 0.54^ was ACTUAL PRSSURE REQUIRESPONDI FOR AN Building ode F3110efie9 n 71ra° 1& 43/6• 7a1a• r 7-vb- 1-va• t-v4^ t-vr -1-v4• 1-1N^ r t-yg- 19r8" vanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2 An(rm®6.7Y MIn O.C./Sialtlald or OBx4 Cep pig.11= ago ms 300 6. 450101 890105 16x4 bs 270 IDS 280108 354 Ibis 7d01te 376 IDs 664 to Bi81D5 547 106 4426a 560 ms CAPACIOPENINTY (FROM RIS LOWER OF THE E MULLION 4 ArctwS 1.75^MIN O.0/Slmlond 4x OIB81)C9p(Fig 2T 400 ws 700 oB wA WA NIA nN Seo loo NIA WA I" WA WA fiazios 6651n 1720 na CAPACITY(FROM THE TABLE)OF THE SELECTED Expiation Date 05/26/2021 4Anctt3R 3^Min o-C./(�2w5 A1gIeC7p61(1Tg 3} 7m®s 780M1 680 Nn 15608a 7°.88 to 5fO8n SOO 1oa NIA 7601[6 748101 Bao los 169z Eta fiaz M. ass os ttm The MULLION.IT WILL YIELD A MINIMUM ANCHORBy BArcinn 60.45^MIR O.C./UL6p,NIo.129'Alm(F1D.4): NIA WA N/A WA NIA NIA WA NIA ILA NIA WA WA WA WA 7079144 CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-0 a Product Control 1Arcipr7 FCap pTg S} 195IDs 185101 2258. ga51m eal lta 135ms 140 ma toM 3701m 16�ms 3321st m3 ms tTo ms est lot 2BO Im ADDRIONAL ANCHOR OPTIONS FROM THE 2 Anclnn®1.15•F9n O.ClfL11p(Flp.67 2408)4 3501bs N/A WA 4VA NU 190106 pU_ WA N1A WA WA 3ktiM l421m 560144 ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F-1.000"-t FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OP@"G yllI AW-OWA;LE. • • •s 1125" ��v� NY LYNN77/7�, • • • • • • • • • `: `a0....•• .., df� FIGURE 3; _3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.F EXACT DIOIENSI/tBB,SEE WEVS W-24 -LlCEAI ' C HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL�TRICTt§S rOIN(�••1 SPEEi16W:23. •• Q�'• F ••`�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.•• *00 •• • • • •• �.:• No.58705 1 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -10 // CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED } ✓` 6 ' FIGURE 4, FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SF L 16063-T5 AND BEA MINIMUM OF.I2G 1"X3.125"X.5'MULLION � n••• S TE :•%�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 K G•AUGE). TIQUCT�4L•STEEL i06BE AT • (1"VF MULLION) F '.;cC OR[OP.••'•�'��\ _..,.i • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SH,OLL&T AT LFAS 3 REW lI4READS BEYOND • THE MATER WL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL.18-8%S.OF;41V.S• •• • •• • • '� S��NAt I I I I e • • •• • • • • • • • • A.7LYNN,M16LE'F�,P.E. • • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w � TABLE 6A --- Mullion Capacity Table(Ibsel Opening Width(forverOraiIy-sparring rn151cns)or Opening Height(tor hoAmntaly-spanning mlAliors) 5J n w tri 79 in no in 90 in 100 in 1 In 140 in 1501. =� o Raranpular Trep/Trietg. Rec'anguar haprTrian9 RactangWar Trap/Tam Remnom TmpRdan9. Reormgul r Tmprildang Reelan d.r TmplTdang, Reetanpuar TraplTdang. R.O-Nu r TraptTrin, Reormgulw 7rapl7dan0, m 1 x 4 x.125 Loeaing Locoing Loading Lowing Loading Load, Loadrq Lo g Loading Lnadnq Loafing Leading Loading Loafing Loafing Loafing Loafing Loadr.D A117nL 2. Tube .� �s o a n E f .+u' A_ �s A MunIon lr a s' as �� �a a � & N �. $ 4q v c5 o m S d E rS aS u d 6 g r3 r� .1 E fl 1 v 3 3- +S c 8 c'S a cg oTt a7 o 8 3 1 c4 a�0 5 o$ $ b b= a� _� a ;g 6E g� b� s� bS Is , b ,� a_ 6. Isg €� �� €_$ 5 ,� a� o U) F. ss g �g3 �� € �� ¢¢� = s2 sa �a 1a q t 1 3a 1i m �a x s� �x � �� � mo LU 2 < Sic arc 5c aK E2 fid c d¢ = 6� f�C ¢� �$ <rc �c to K �c ¢ F d¢ @ o: FE a¢ Fc <rc w Z W 42 M 170.0 020 170.0 435 170.0 7M 170.0 473 170.0 868 170.0*110 992 170.0 519 470.0 1116 170.0 521 170.0 1240 170.0 621 17C,0 1448 170.0 521 145.9 1488 170.0 927 177.6 +409 1700 527 W O 48 N 170.0 TOe 170.0 524 170.0 850 170.0 581 170.0 892 170.0 1133 170.0 B61 770.0 1275 770.0 677 156,3 1303 110.0 680 130.3 13M 170.0 680 111.71 1303 170.0 6B0 97.7 1303 170.0 68059.625 bt 1TJ.0 747 170.0 563 170.0 090 170.0 631 170.0 1046 170.0 1195 +70.0 773 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1239 170.0 MA 100.4 1235 170,0 758 87.8 1215 170.0 756 W O a 64 in 170.0 797 +70.0 612 17C.0 G36 170.0 e91 170A 1116 170.0 754 154.4 77517 170.0 807 7772 1158 170.0 837 123.d 1158 170.0 856 1029 1158 170.0 M1 Be.2 i 1150 170.0 B61 77.2 1100 170.0 081 HLLI Win 170.0 m 170.0 701 188.7 1012 170.0 747 142.9 +042 76+.1 832 125A 7072 1487 315 1112 1642 136,8 001 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 625 1042 125.1 782 Q 631n 170.0 gag 170A 715 151.2 092 107.6 e18 1295 972 144.4 798 113.4 882 131.0 782 1008 892 121.4 768 90.7 9B2 114.0 75e 76.8 9(r1 +08.4 743 61.8 992 109.0 7k 08.1 892 1980 744 - U ._ Q 68 In 185.4 947 170.0 709 737.0 947 146.0 7B6 118.1 947 130.3 766 103.4 947 117.7 75Z j +08.7 73e 827 947 +022 7Z7 Be.9 947 05.1 713 59.1 B47 -7;Z70 7N 51.7 947 94.0 711 Z z C 72 in 135.9 819 142.7 777 1131 849 121.6 722 97.0 849 108.9 708 W9 649 96.4 696 06.7 606 87.9 868. 02.7 875 56.8 649' 75.3 659 M.5 819 725 652 426 049 ttA 051 W_ d � J v oZ 761n 1+5.5 762 120.7 665 06.3 762 1026 652 625 762 90.0 610 722 762 80.9 628 7{.2 620 57.8 762 692 613 481 74 62.6 602 41.] 762 59.9 597 36.1 762 59.4 595 h Q J r E 701n 108.9 724 111.4 634 89.0 724 84.8 621 76.3 724 82.0 609 66.8 724 74.4 599 4 66.4 591 53.6 724 63A 96.7 14.5 724 67.3 573 302 724 94.3 567 314 724 57.5 5e p Z Z 900+ 69.8 543 77A 403 60.0 611 60.7 671 49.7 643 52.9 466 13.5 543 47.1 456 3 42.8 452 34.6 543 385 446 29.0 543 34.9 436 24.0 543 321 430 21.7 543 30.7 428 F Q, z N (7 0� es in 67.3 478 56.9 427 47.6 ne 49.7 419 40.9 {7e 432 412 35.5 470 39.5 406 8 345 400 287 178 320 300 239 478 26.1 380 20.5 478 25.6 360 17.9 178 21.2 3715 a N N'� �CD m0 1081n 40.3 377 41.1 341 73.5 377 34,6 333 28.8 777 30.0 730 20.2 371 26.6 325 7 24.0 321 70-1 377 220 317 185 377 1A0 310 11.4 377 17.1 301 (n m o W Xy L Y 111 07 37.1 357 37.8 373 30.8 757 31.8 Ila 26.5 357 27_6 313 23.2 157 24.4 309 7 22.0 305 18.5 357 20.1 301 15.4 357 77.4 296 ® w 't 120H 29.3 30fi 29.e 279 24.5 300 2.7.1 274 21.0 3011 21.7 270 18.3 306 192 287 6 17.3 263 O L) x Q O O 144 in 17.0 212 17.2 196 (L TABLE 6B ANCHOR CAPACRY ADJUSTMENT FORMULA: 0.oo z AnehorCa cl Table hal ANCHORCAP.,,„,,,� u SODsOate 27k ConorNe 3.SR Caro. Hollers CMU F•ed CMU PT Wood Mata) (DP-)X( >=ANCHOR CAP.- MULLION CAP.,m,,,,aa 1I16'Eko 114•SS Et.s+te•Elle 1/Y 88 Elco at9 steel 012 Stent m2 Stea1 PRODUCT REVISED Mdwr ry)K 3116-EM UbnoOn Iw Eko UNacm UBtaem 3/16•Eko UNV 710Eko Ulbacm AG9mcatw _on ApareGakr Same(G5)Screw(G5) scnw(05) USE THIS FO RM ULA TO OBTAIN THE*ANCHOR as compl ing with the Florida Anchor Cup Patterns Ed9a gstenca CmL +' 2-+I2' +' 2-t/Y 3-ve• r z-12• +• 2-trr Y }trr Y 0.4e0 o.5a• 0.374• CAPACITY REQUIRED'CORRESPONDING TO AN Building ode NOA-No. 17-0630.01 EmbeOnent Mk 1-314• 1-914' }y4• tal4' Y 1-114• t-1 q' 1-t/{• 1-tU' 1-114' 1-118 Y 1a tate• .6. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mchars®4.TS Mh O.C.t Stmdard a OAbe[CBp(Fig.182X 39016s ]90 Ws 450 Ib. 8901M 76u ws 270 Ox 280 Ins 354 8m 7401bs 37416s 6541DS 9461bs N7 bs a2 lix fi00lbe OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Amtrora D 2.25•Mtt.O.C./Branded(orOhet)Qlp lDO 37- 7001bs 700Iix 5W IQs 14101°9 9521bs WA 5W W WA 690 2a WA N01bs WA 6821Ds BBS Ib. 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED / B AroMa D 1.i5 Mh O.C./Sbnderd(arO0sa7)C8p(F70.4j MD Bx 14W lbs NIA WA WA WA 763 ms WA WA WA WA WA 7367105 1770Ib5 1240 b MULLION.R WILL YIELD A MINIMUM ANCHOR By 4 Anclns Q 3'MIn.O.G 1 p)245 Anglo Clips I(Fy.9fi leo b 7BO It. 880109 +390 me +888 ms 540 W SBO Ibs NIA 760 roe Tae Itu 8W Iba 1892 0u 682 In, e&O lbc t 720 Re CAPACITY WHICH MAY BE USED TO QUALIFY Miame-0 a Product Control BAnehOre®3'MIn.O.C./R)2s5M9Is Clips/(Fq.6): 11701ba 11709° 70201W 2340 Ds 2644 Ds 9101°9 8600m NIA /74010a 17221ba 7ri9 In, 2838 bs 10221°9 7317 IM 76901M ADDITIONAL ANCHOR OPTIONS FROM THE d Anchors @ 0.45 Min.O.C.I U-0Ip.Into.125 AWm.(FIG.7): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 143o m9- ANCHOR CAPACITY TABLE 2 Ano7lom®225-Mm.O.C.I Fi2q(Fip.6):-3501ba 950 me 2901ba 705 ms 478 Ma WA 2W gra WA 315 M NIA d401Ds WA 341 IQs M2 ibs 9W IDs 4 Mohoe®1.15 Mb.O.C./F.Qc(Rg,9X 480 lbs 700 es WA NIA WA WA 3W IDs WA WA WA WA WA 682 Ib. BBS kc 11201°9 -.-I 1.000• r- NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE R 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• ���71 NY LYNN • • • • • • • • a0... ...... til 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS;,,D/OR OPENING WIDTHgiS,y.LgwA�LE.• �`•� 1,10ENS6'•�.<1 • •• • • • • ••• • c' • • • • • • • • • • ��_"""��` 4.000' Q-•' '••� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO Sl .W,)JtXACT ERMERSIONS,6EE•SHEETS121.23.HOLES No.58705 TO BE CRILLED IN THE FIELD FOLLOWING DIMENSIONAL EST I TIONS&AtWN&SHI�TSP21-".FIGURES SHOW *_ FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.r9a _ • • • • Ili4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��0 "S A-1 �?' y1J�� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM ICf?yFT13��JC.WOOD 9F IA INI*JSSURi•iR THICK. ELLOW- w .125' '. '. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM y^Hf1jL BE 375 BCA MINIM1IUM OF.125•TH1CK STEEL �s•'••�OR(OA•' G�� STUDS TO BE A MINIMUM GRADE 33 AND.045•THICI6(18 GAt Ca E)-!I�yTR T STEEL'[0 BEAT LEAST A25"THICK S/ANAL ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. ANO A36.ALL ANCHORS INTO METAL SHALL EXTEND Air LEAGT•3 SCR TRE DS•9 Nglm€m f utiL 1110& 1•X 4 X.725 A.LJ4 rQ MILLVFF,P-E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.eR 410 W. • • • • MULLION FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A ® < g Mullion Capacity Table(lbslR') y e pening width(for 7reNCelly-sparring'.fions)or Opening Height(for rar zor1tally-spannirlg mullions) 50 in 60w 70in 80 in so., IUD fn 120 in 140 in 60 in gY .., O RectanpJar TrepRdang. Rec7angWar TraWTrian9. Rectangular 6- eetan9 Tmp/rren. Rectangular TraPM ng. RW ngulsr h Wlfii g. RedangWar Trapafl.ng. R-t-gular Topa- a Tnp/Tneng. m 111471.775 Laadng Wednp Loading Loafing Loading drg Loading Lo.dng Loading Loading Loafing Loadng LOadng Lwdng Loadng Lo Loednp LoedrO oZ` Alum.Tube &^T Z^ _r_ r r r^ a a _ r a r r s L LL Mullion c g 8 d $ ¢. �g8 ` 8 9 c� 8 7 d c5' ci c5' 6 6 c5 3 c5' c7 3 C R Y R v cR b 4 3^ N g g -B =� yytea g5g sg - B a s � 3 �E $ its z w f < 1 a S2 fo az M� a f E Ze` � ad BSc d`¢ �'e. f� Zo dr v" a'� a¢ Eo /2 In 170.0 620 170.0 435 170.0 74{ 170.0 478 170.0 888 170.0 170.0 �2 170.0 519 170,0 1116 170.0 521 nD.D 1240 170.0 527 170.0 1468 170,0 47 170.0 1733 770.0 527 170.0 1 ] 170.0 821 W O J 48 In 170.0 706 170.0 524 170.0 050 170.0 384 170.0 992 170,0 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 690 170.0 7963 170.0 680 151.6 2724 170.0 660 (n 50.625 In 170.0 747 170.0 663 170.0 698 170.0 631 170.0 7046 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 IMA 1494 170.0 756 170.0 1793 170.0 756 153.0 1919 170.0 T56 136.5 1919 170.0 756 ~' _ W O 54 in 17D.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 751 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 16% 110.0 856 159.9 1759 170.0 851 137.1 1799 170.0 661 120.0 1799 170.0 081 m M (n 6D''.n 170.D 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 .0 1417 170.0 944 170.0 1504 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 971 1818 170.0 1053 w 53 in 1 70.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 940 7 .0 1485 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 15/2 168.5 1158 100.7 1542 167.9 7737 68.1 1141)167.9 1157 z 66 in 170.0 974 170.0 789 17C.0 1189 173.0 0M 170.0 1364 170.0 1D@ 146 1472 170.0 1088 1420 1472 165.8 1148 126.5 1472 158.9 1130 107.1 1472 147.5 1100 91.8 1472 146.0 1104 '• 1472 1 704 Z Z i m Z u U g g §U roR In 170.0 1063 170.0 .878 170.0 1275 170.0 1009. 150.8 1320 '1862 1101 132. 1320 /49.0 101¢ 117.3 1320 137.8 10M 105.6 1320 128.9 1049 89.0 1320 117.0 1024 75.4 1320 1124 1013 66.0 1320 1125 1012 A Bln 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 11a4 139.9 881 1122 71- 25.7 978 29.7 1184 115.3 964 69.6 1134 107.5 952 74.8 1154 97.6 935 64.1 1184 93.1 927 56.1 1184 8Z] 925 r f (1)o O M 781n 766.1 1124 170.0 967 138.{ 1124 iQ.O 965 118.6 112! 123.a 947 1 115.6 931 923 1124 105.8 918 83.0 1124 885 806 691 1724 89.0 880 39.3 7124 &.3 831 57.9 1121 832 878 J J 90 in 100.1 84! 111.5 750 90.1 ek 24.7 736 77.2 844 821 ;2-T 17.6 844 E73.3 712 60.1 044 66.6 702 54.0 344 61.4 693 45.0 8u 542 678 38.6 614 50.0 66e 338 844 47.7 662 FQZ21 961n 69.1 742 91.5 163 74.2 742 77.2 652 63.6 742 87.2 55.7 742 631 49.5 712 81.7 622 41.5 7Q 49.8 81! 37.1 742 43.8 800 31.8 742 39.a 590 27.8 742 37.5 58{ g. n 8 �O p108in 626 586 63.9 530 321 566 53.8 527 44.7 588 16.6' 39.1 686 605 34.6 586 37.3 423 31.3 568 342 492 26.1 366 29.8 481 22.3 588 28.6 172 19.5 686 24.7 /66 n �7y 1)i01111n 67 555 58.8 503 IB.O 535 49.3 498 412 555 429 30.0 555 460 72.0 656 341 473 29.11 658 31.3 46'7 24.0 555 27.1 4578x45.5 475 484 437 78.9 475 39.0 426 326 175 33.7 23.5 475 474 25.3 475 28.8 109 22a 475 24.5 404 19.0 475 21.1 395 18.3 175 18.7 387 14.3 475 17.2 381 ® ~ X 1441n 28.4 330 26.7 305 22-D 330 221 301 18.9 770 183 ta.5 330 17.0 283 Z ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 7B Anchor Capacity Table b• Subcltate: 2.7k 3.5k fbnc. Hollow CMU FOlad CMU PT Woad Metal (O uc)X( )=ANCHOR CAP.,,, 5118•Elco 1-85EIvo SN5•Elvo 1WSSEIco #10 sleet #1261.0 #1281d PRODUCT REVISED And70rryp.: 3116'Elsa Ulbacan iM•Eloo Ulbaoot LAecan 3116-Elco Ulr on 11V Ebo Utracon AggRGatnr Unracon AggmGaetr scow(GS)Screw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns as eomplying with the Florida EOga Ohteroe On t' 2-tR" 1• 2-1 3V5' 1• 2-12' 1• 2-1/7 2• 3-715' 2• 0.46" 0.%- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN as Code 17-0630.01 Embadmem pnk 1.3/4• 7-3/4' iJ/4' 1-314' 7 1-N4• 1-174' 1-1/4' 1-7l4' 1-V4' 1-V4' 2" 1-3/8' 7-3I6' wrN. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 2Anonole 94.75 Min.O.C./SImKeN ar 09.e k 99011» 390 1b. . 1644 b. 2708• 280@. 354.4 7409. 37416. 6641ts 940 ba 341 bs 4421bs 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 as 2.25 Mire O.0( 1•e cev ftW 3y TOO lbs 7(10 I1M Ib: 141 9521b. WA 560 ID. WA 830®a WA SO Ik. WA 692 Ba SM Ib. 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED BAx00o@iris O.G/Standard(w Obet)C9Dffb 96016. 14oD ibe NIA NA WA 763 a4 WA WA WA WA wA 1363 ass 1770 Ibs 2240 as MULLION.IT WILL YIELD A MINIMUM ANCHOR By qN. 7801bs 7801Ds 189a Ib. 5409. 580 QU WA 70089 74816. 880159 18921b. 682 8a 68516c 112019 CAPACITY WHICH MAY 6E USED TO QUALIFY Mtnm a Product Control 8 Anchor 3'M.O.C./Q)213 Ani.G!ps/(Fig.6k 11701M t 1701he 1020 Ib. 2340 1be 2944 Ib. 8101. 940 aK WA 11401b. 1122 Its 1320169 28'6 Sts 1022 be 1327 Ws 11760 ba ADDITIONAL ANCHOR OPTIONS FROM THE 4 Awhm®0.45'Min.O.C./UQiO,into.125'Alum.(FW.7k WA WA WA WA WA WA WA WA WA WA NA WA WA WA 1430 m. ANCHOR CAPACITY TABLE. 2 Ancf-S 225 Min.O,C/111.85' 35061 350 M. 290 Be 705 8n 476 U WA 280 Ib. WA 378 Ta WA 440 Po. WA 347 axi M21ts 560111. 4 Archon Q 1.15'Mln.O.C2 FLilp(FIO. _ 48016. 700IDS WA WA WA WA 360106 WA WA WA NIA WA fiB2 ba 885109 1720 ba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.062' r'- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS At�IOR OPENI�O MD-Pis�ALlOW48Lf. :4• • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCAB FOR%C jDI7 N O S • 1„10ENgF l`F% SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOL•CWING iliiWSIO R CT( N 000• SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •OGa" No.58705 FIGURES: FIGURE 6: FIGURE 7: 1 *- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND ATE _ - • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL�ONF�1'j0 ASTM 190.Y�SHALL BE =�O•• SATE ! =-.�� • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WRN AY SG Oj 55.AL M BE ••• • 6063-T5 AND BE A MINIMUM OF.I2STHICK.STEEL STUBS TO•EA MINIPAUM4P ADS AND.04y• .375' .375 i��s •'F��R��P•'•G���� THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LE/f5T.12MHICIWINDA34k AIA ANCHQRS• • • -T �. S�ON/�L ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRF�S BE"D THE CATtRi #13&#12• • • j X 4'X.375• 1•X 4'X.375 / ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 41 S.S. • • 'T-MULLION MUWON A LYNN PotV4hlrf3,P.E. 7 FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • IS • •• • •• •• • • • •• s• • • • • ••• • • TABLE 8A Mullion Capacity Table Ibslft�^ Opening Width(faroeNraltyspartrnng rnul6ons)or Opening Height horimnially-spanning mullions) 1 5 W 1111-191 60 in 70 In d0 in 90 in 100 in 1201, 140In 160', ! p U 126"I RBttangular R-tangdar. Trap/TrianD. Rectangular Ttaprrdnng. Rectangilar Trap/Tdeng. Reeenguler Tnprrneng. R,eangulu TraplTdang. Rmtargder T Wrdana. Rectangular TrapR'ang. Ractangular T"PrIllang. Loadna Laadna Loading Loadag Londn9 Loafing Loedn9 Leading Loaning LHadng Loafing Loadng L-Mg l.aadng Loading Loadna Lnatliry .265"Alum _ L 3.188"xs t r s n a rMheM,n a� o3 33 3 3 3 30 3 3 3 3 9 3 3 a� 3 as 3 3 d a 8 a0 3 3 e U 6a � a � � R ag �s €8 � s� z.� 58- 9a 5 9 3 S 9 S �G 313 Ns� �� Br �� �r �� av �� d`rc 2 d`c� Za <rc s� d`o s� rc �� rc s� a`a� E z a o E� d` d`r a� a` Ld O 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.13 1769 170.0 521 J N 461. 170.0 TD8 170.0 521 1700 8W 170A 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 1700 677 17D.0 1417 170.0 6W 154.8 15/8 170.0 660 1327 1545 170.0 660 115,1 1518 170.0 680 (n 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 1700 1046 170.0 SIM Vol) 1195 170.0 T13 170.0 1345 170.0 747 187.0 1466 170.0 758 139.2 1468 170-0 756 1183 1468 170.0 756 1044 1468 170.0 758 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 1700 764 170.0 1278 170.0 903 163.1 1376 170.0 837 148.6 1376 170.0 856 1223 1376 170.0 861 104.8 1376 170.0 661 01.7 1376 170.0 861 0 LU O U) 60 In 170-0 885 170.1) 701 170.0 1053 170.0 797 158.9 1156 170.0 870 139.0 1153 167.4 970 123,13 1158 156.8 919 1112 1156 150.0 012 92.7 1168 144.8 905 79.4 1158 144.5 905 69.5 1158 144.8 9D5 J W 0 60In3 In 170.0 930 170.0 74S iW.1 1051 170.0 650 137.2 1051 155.9 862 120.1 1051 1420 818 108.7 1051 132.3 837 WI 1051 125.7 830 W.1 1051 119.5 822 83.0 1051 110.1 821 60.0 1051 119.1 621 C1 0.cf) Q 661n 167.1 967 170.0 789 138.3 957 151.8 805 119.{ 957 1J1.0 790 104.4 %7 121.6 777 92.8 957 112.8 787 83.6 957 108.8 759 69.6 857 100.0 750 59.7 %7 06.9 748 52.2 957 98.9 748 ? = m = Z �o U Ain 128.7 130/ 1332 698 107.3 804 1152 644 81.9 804 101.7 671 30.4 604 91.1 660 71.5 904 84.1 650 64.4 604 78.6 613 53.8 804 723 833 16.0 004 68.9 628 40.2 604 89.6 623 j 16 �& J 761, 109.4 722 114.4 WO 912 722 972 618 782 722 85.3 608 66.4 722 76.7 596 W.8 722 70.3 366 04.7 722 63.5 580 43.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 564 y -j v Z 5 Q S 78 b 1012 b6S 106.8 800 134.! 685 89.8 569 72A 665 78.5 577 63.3 685 70.5 388 562 883 84.5 380 50.6 6A9 W.1 557 422 685 54.3 643 362 083 61.4 537 11.6 805 50.7 3J6 801, 65.9 578 88.0 457 57.8 515' ST.S 449 17.1 515 50.1 141 412 513 14.7 434' 36.6 515 40.8 428 73.0 515 37A 422 27.3 615 33.1 413 23.3 315 305 407 20.6 515 29.1 404 Z z X ¢ 21 zz � X Z %M 54.3 45J 63.6 404 45.3 IS3 17.1 ]1)7 ]6.8 453 {7.0 391 3J.9 453 36.4 385 302 453 33.0 3T9 272 453 30.4 374 22.8 453 26.6 368 19.4 453 24.3 3W 17.0 153 229 356 a c) co a "p mp lOe In 35.1 358 38.0 323 31.8 35fl 32.6 318 27.2 356 26.4 313 23.0 333 23.2 306 212 358 22.7 304 19.1 356 20.8 3W 15.9 358 18.0 293 o W 111 m 35.1 336 35A 3% 29.3 338 70.1 301 25.1 336 26.1 297 220 3313 232 293 19.5 335 20.9 289 17.6 338 19.1 285 X Y Y 120 in 27.8 290 20.3 264 23.2 290 23.6 260 79.0 2% 20.6 256 17.4 290 182 253 15.4 290 16.4 249 ® c U N a 0 0 1441n 16-1 201 16.3 1813 K d • Z„(n,ry'1 TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: a. AnehorCepaUty Teale(the) ANCHOR CAP.,o,,,,, O o o� satstrate 27k Cnrclee 3.52 COM. H.11-cull F10ed CMu PTWoxf Mea (OP-)Xm a- ( )=ANCHORCAP.- . 51113'E110 Yt6'FJ<O URrson y1.FJcoUmacOn 1/4"SSEk05/1S13c0 114•SSEk, 8t0Sled A725tce1 4't2stnl MULLION CAP.,,,,,,,,, PRODUCT REVISED Anchor Clip Pattems Ar4nv TIM SIG eco llRracm Od•EkOURrecOn Utrxm A n Screw Scre Cg ) SUMPS)un/x9n AggreGaOr gprcGa (cs} (w'7 USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Enge dstarce gnY 1" 2-112 1• 2-112" %118• r ave' r 2-v2- 2- 3.1/8' 2' 0.46" 0.58" 0$24" CAPACITY REQUIRED"CORRESPONDING TOAN Building Cod• Emlxdnmt n I-V1" 13•C 13x4' I'vc r t-v4^ 1-vc 1-114" 1-v4- 1-t/4• i-vs 2 1-va• 1-316^ rales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2ArcMl6@47;5.4M,00.GISIama17GO3sN dip(Hg.tY ]91)169 Sao t. d50 ba 880 Rx 164-0®% 270 ms 2B0loo 35444 740104 374 b0 661116 94698 341 un 4421. Its OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26(2021 4ArcnOn @ 1.15 -G/S1a1Q31tl Wr CY6elj C6D Pig 2j 480100 7W 169 N/A WA tVW NN 3r0 ES No WA NIA WA WA 6621b3 B85 is 1120 Rs CAPACITY(FROM THE TABLE)OF THE SELECTED 4A."@ S Mm.O.C./M 245 ArgL cq-/0%4 7W 1b9 780 Is, 6B0 R. 150 Its 1895169 5x0116 561 a N/A 76011 s 745 Ru em Its 7622 Its 662 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4Arc Mrs @ 0.45'Mln.O.C./UCRp•0d0.125 Alum(FIg 4Y NIA WA WA WA N/A NIA WA N/A WA NIA WA WA NA WA 1430 R. CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0ad roduct Control 1A WfF-01p Pig.5Y 19.5 ms 19512 225 rt. 4452.- sm Us 135 ms lams /77 Rx 370116 187 b1 332116 473 Its 170166 22105 25DIx ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnchM @ 1.15•MIR O.C./FL1i g.6Y. 240 M F.Its N7A WA WA N!A 190 Rs N/A WA N/A WA N/A so ms 442 2n 5W ms ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: ® 0 r 0 • ij SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 t t 14 1 111/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS JAAR A*jNG:I[1�RR1[���;;H♦I�:LLOW):F-••• `���aO•.......,• �� r'Y*L l •.• ULCENSF (� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SC�.LE.FO�F.IC,4t�b 10 S. • •• 3'188^ �C'� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI ENWO S IC • .k•-' NO.58705 CUP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGEST®,9\PPR•Ah►ATE HOIIE LOQATIOW. • •• _ •; 7t Fe O 8E USED 265' - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %O• SATE 44i FIGURE 4: FIGURE 5: FIGURE 8: _ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AM SOF 0.55.%UMI_I•(�1m HALL BF••• -• - •............ 'cL k/� • • 6063-T5 AND BEA MINIMUM OF.125"THICK STEELOSTODS TOBE A MININUt�GRADE-i=ND is •'- .... CN .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AIPLFASIP A25"THI W(PMD A36 ALL •• 125'X 3.188'X 265•MULLION �i�S/O �N • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 EW TPREA�BLMO*D 191E MAT•tlAia • • (1-1/a-VF MULLION) y"'/if oil il 1 t 1111 • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,19�S.CFO%S.S. *00 ••• 000 •• ••• A LYNN MILLER,P.E. • FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A Mullion Capacity Tables(Ibs1ft) o M 4 I Opening Ya1tlUt(far veNCeIM-spanring mullion3)or Opening HelOht(for trodzonta3y-sparring rnuliors) a- pN 601n 701n 50 N 90 in 1C0 In 1201n 140 N 160 in u ^ p guler pT +tg. 9 Bang. R.mngubr Tm Tdan Rectenguter TraWrIang Rectangular Top'Tdan& Rectangular 7 P/Tdang Reclan0�d,r TmpRdang. K 1.75 2 3.25 RectanB lar TraplTdang, Rxtarpular TreprTduq. ReGan Tres da Rwlen alar T W �' Laadln Los Ing Loeding Laadlnp Loading Lo,dln9 Loading 0 �.. U Loadl,q Loadng LoadN9 Loading Loading Lcamno Lo,Ang L.Anw Lcadng Loading Loading 0 J x.400 Alum.Tube Tw Argt4� �84B �Mullion � � O �- 0 2S� �c 0 Oo z ��� W Q N 3 IJ 42 b 170.0 820 170.0 415 170.0 744 170.0 a75 170.0 888 iTD.O 505 1700 982 170.0 519 770.0 1118 170.0 521 153.3 1118 170.0 521 1x7.7 1118 170.0 627 1045 1118 170.0 521 9S8 1118 170.0 521 N J 48H 1700 708 170.0 521 170.0 fl50 170.0 584 167.8 1176 110.0 630 148.7 878 VoO 861 1301 973 170.0 67T 117.3 878 770.0 080 87.8 BT8 110.0 880 83.8 878 170.0 880 73.3 878 770.0 880 of j 50.625 N 170.0 747 170.0 587 170.0 881 770.0 611 160.7 827 170.0 884 131.9 927 166.5 708 117.2 921 150.1 6B9 1055 927 156.3 696 87.9 927 168.3 895 75A 827 150.7 895 85.8 927 156.7 686 F [[8 = U_' LU C)0 64 In 170.0 787 1700 812 16/.5 889 770.0 091 1]23 668 IBaB Bea 115.9 869 141.6 e80 10.1.0 869 134.0 880 92.7 Bee 129.3 654 77.7 669 128.3 052 613.2 389 128.0 852 57.9 068 128.8 6.a2 m soh 1432 7/6 167.3 fi34 119.4 746 1323 020 102.] 748 111.8 806 69.5 746 107.8 590 79.6 746 101,0 582 71.8 748 88.6 587 fi0.7 746 813 611] 51.2 748 83.7 587 41.6 748 83.7 563 co W Q LU z 5 63N 127$432 7 en 132.0 578 103.1 877 1112 586 311.1 877 100.4 535 77.3 677 01.1 518 69.7 O77 35.2 339 61.9 877 S1.0 534 Ste 677 77.0 529 14.2 677 76.7 628 10.7 677 70.7 620 d 06 In R208 89.7 617 WB 519 78.9 877 S63 509 67.9 017 78.3 600 59.8 617 726 /91 548 617 63.7 d80 N.S 817 81.1 487 98A 0I7 63.7 482 738 8t7 67.7 Ie2 Z Z Tn m 72F 80.1 518 712 110 SB2 318 66.2 112 51.8 510 58.8 425 48.1 518 64.2 419 41.4 518 50.7 414 74.5 513 18.6 406 29.8 313 15.0 103 M8 578 /5.0 /05 J a V e Sgt /65 45.3 378 35.2 183 422 374 29.4 485k34 25.2 485 36.5 304 220 185 382 381 32 = 3 to TB in 5fl7 I63 02.8 998 50.3 105 Sd.9 380 11.7 488 18.4 384 v Z N 79 In 5L] 411 81.7 379 46.8 1N 50.8 172 10.8 Mt /6A 706 382 441 11.8 380 128 441 38.7 355 212 M7 23.1 411 33.1 740 20.4 U7 327 91fi = Q O BO n 384 792 37.0 288 30.1- 332 323 21§6 28.5 332 26.8 260 23.5 332 26.1 276 21.2 332 24.1 272 17.7 732 76.2 932 78.8 282 13.1 932 ifl7 280 ZN80N x8,1 281 30.3 268 25.0 291 2fl1 252 21.9 297 23.5 143 19A 291 21.7 244 77.6 281 79.5 211 71.0 291 12.6 R91 16.0 232 r F X 6Z teem x4.8 270 206 230 21.1 205 17.5 230 113 201 15.d 230 162 196 a fn A- C) a N o 711 N 27.6 218 231 197 ifl9 219 104 194 182 216 1fl8 191 11.1 218 71.9 188 L Lu cf) 120M17. 187 13.2 170 11.8 187 15.3 167 ® � Lo 0 2 wr U N a O p (L Z m0 s0 TABLE 96 ANCHOR CAPACITY ADJUSTMENT FORMULA: u � Anchor Ca city Table ba ANCHOR CAP. c� -' S1maflNa: 27k Cpramts 3.Sk Cana Hot-cmu Fated CMU PT Wood Metal (DP-)x )=ANCHOR CAP.,,o y18 a,a vd•ssElco ylrEko va•53Elm mo steel 6/zsnw 1n2stem MULLION CAP.,, ,, PRODUCT REVISED A7cDorTyro: 3/16•Moo Uemcon v4•Eko U1Daeon lmmaon 3It�E)co U611won 7/4"Eko wncon AggreCata I2tret AooraOakr Sorer(GS)Screw(G'S) S.-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as com8lying with the Florida Anchor Cap Patterns - NOA-n CCoodde 17-0630.01 Edge Distance pn): t• 2a/Y t• 2-VY 3118 t• 2-Ux^ t^ z-1fY Y 1118" Y 0.46" 0.54- 0.324' ACTUAL Y REQUIRED"CORRESPONDING TO AN NOA-No. Em6Mmant(InX talo' 1.3V• 1-Y4' 1.114' Y 1-vb" 1-TIP 1-714 1.18• 1-1/P t-UP Y 1318• rale" morias ACTUAL PRESSURE REQUIREMENT FOR THE 2ArnMn®1.75'NGL O.G/StaMerd or 08sei Cpp(Ftp.tX 3901es 38010, 430108 �0 ms 1811 ros 27010. 200 ms 3541Da 740Ihs 3T4 Iba 664 IDs 9461Ds 341 be 442 me Soo ro° OPENING,WHEN R IS LOWER THAN THE MULUON Expiration Dat 5/26/2021 1 Ancho 61.1Y Min O.C./SlardeN(or Olaet)dip(Flp.2X 480Iba 700 ma WA WA NIA WA 360 ros wA NIA NIA WA NIA flex ms efts Imo 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTEDBy 4 pdtolnrs@3'WOO.C.I(E)aS PTga Clips/(F7p.7X Teo roes 7001bs Sao b. 1560 m, 7080 ma 540 ros SBO ms WA 7801ta 716 ms eeo lbs 1tW2 ms 662 m9 BSS lbs 1120 me MULLION.IT WILL YIELDAMINIMUM ANCHOR Mlaml-- Product Control 7 Arohas®0.51'MK O.C.I U471p,sde.t�"Akan.(FTO•IX w0. WA WA WA NIA WA WA WA NIA NIA NIA WA NIA N/A 9501bs CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor/FCep(Ftp.5k 185 ma 195 ros 223 JM MS roe e22 ma 135 m. tam• 171 IDs 370Its 1971bs 332Ibs 473 to T. ros 221 Ins Z80IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors i.iSMin.O.G/FClippig•0X 2/0 me 350 ma WA NIA WA WA 190 ms WA WA NIA WA WA 947 ms 4121Da 58016s ANCHOR CAPACITY TABLE TABLE NOTES: 1.260• F�1.250-1 FIGURE is FIGURE 2: I I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION O • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• 000 • • • • • •• 3.250" 3.250' ` Y LY(�IN��, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT••TO SCALE.PbR b(AeT DIMEMSKIHS,GEE• �IGENS SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD OLLOW DI IORAL RES'PRIOWIONIS ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTII APIP4. HCt�E LL•OCOrICft •• - ` N0,58705 0 BE USED CLIP ST 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOA!Ar� •• IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL ' _ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEa� FIGURE 4: FIGURES: FIGURE 8: 60113-T5 AND BEA MINIMUM OF.100"THICK.ST6EL S7W"T0 BEA MMUM GRADE 33 AND �p�•• s9ATE '� .045°THICK(18 GAUGE.STRUCTURAL STEELWO BE AT ISEAST.122��� KSEJD ALL••• • .100' .100" i�st�'•�OftIDA.•'•�\?� ANCHORS INTO METAL SHALL EXTEND AT LEJaST6 SCREW THREAj-3�YYONp THE MATE§IA- 125•X 325•X.100- 1.25"X 3.25 X.700' /pNAL ENG�� #'10 8:ft12 ANCHORS INTO WOOD MAY BE STI[ 18-8 S.S.OR 410 36S. • • • • • • MULLION FOR MULLION FOR X2/1 ��1L111 • • •• • • • • • • • •FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYN��JI�LLtK,P.E. • • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A - Mullion capacity Table Qb•I7tt1 - = Opening Wdth(fcrvebeally-sparwing mwions)on-Opening Height((orhorizontailyspanning mullions)12 1 56-yr 60 in 70 In so in 90 in 100 in 720 in 140 in 160 in p Recta Lr Tra Inn. Recta rqulat Tre/7riang. Rattan da Tra Rectangular Tra-'N- R.0.., ar TraPRdanq. Rectangular Trap/sirmq. Rectangular Tnip/hian9. Raetsgular T.;,IT6an9. Racrangulsr Traprrr1. e 12b x326 agu �r p P e p/Tdang. P 9 ^ Loading Loading Loading Laaei,g Loading Loading Loading Lwdn9 Loading Loading Loading Loading Loading Loading Laading Loading Louring Loading oz All' ., ,. _� _ ,p Tf -i ..Alum-Tube -11 F .� - > 9 �, � E 3 `-- 'c - S a 'E .. af. g6a S o% a NMullion L 4 S g :@ i/ u;;s` fiP g$ =� 6-P `€ go .5 _ $€ " �.P g� =a = s's LU22. Via@ Q`e' s@ �z f� a`r"c ��. d`aL d& i@- e`rc � d`a` 6 � f€ "`� " '2" d`a E@ d`z' du'& f� d`d i€ o` j O �n�rc W /2 in 170.0 620 170.0 435 170.0 741 170.0 176 1760 868 170,0 506 170.0 992 170.0 $19 VGA 1116 170.0 521 110.0 1240 170.0 621 770.0 taBB 170.0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 � J � J I 48 in 170.0 TO8 170.0 521 170.0 850 170.0 594 +70.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170-0 677 170.0 1417 i1D.0 680 170.0 17C0 170.0 E80 169.7 1979 170.0 680 118.5 1979 170.0 680 m 5 8 5D.625 In 170.0 147 170.0 563 170.0 89j 7- 6 170.9 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.D 1345 170.0 747 170.0 1491 17 D.0 756 110.0 1793 770.0 756 152E 1877 170.D 756 173.5 1877 170.0 75fi W 'O a 54 in 170.0 797 170.0 912 170.0 %6 170.9 691 170.0 1116 770.0 751 170.0 t275 170.0 803 170.0 1434 170.0 837 170.0 1591 170.0 856 156.1 1758 170.0 661 134.1 1768 170.D 061 117.3 1759 170.0 061 60 in 170.0 085 170.0 107 170.0 706] DA 797 170 0 1240 170.0 878 170.0 t417 170.0 944 161.1 1511 170.0 996 145,0 1511 170.0 1073 120.8 1511 170.0 1063 103.6 1511 110.0 1067 90.6 1511 170.0 10fi3 (!) Cl) W F U 4O CD 63 in 170.0 930 170.0 ids 170.0 1116 170D 850 170.0 1302 170.0 910 156.6 1J70 170.0 1015 1392 1370 170.0 1076 125.3 1370 154.0 1092 104.4 1370 155.9 107 89.5 1370 155.3 7070 78.3 1370 155.3 1070 Q � LL W Z 661n 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 168.9 1248 1]4.0 989 90.6 1219 130.4 976 77.6 7248 129.0 876 68.1 1248 129.0 976 Z = d '• _ 0 1n z J 5U T21n 167.8 10,9 170.0 179 139.9 7049 7502 892 119.9 1019 U2.1 876 104.9 1049 119.1 860 932 1049 109.7 819 63.0 1049 102.7 838 59.9 1049 94.3 015 69.9 1049 91.2 820 521 1049 91.1 820 76 in 042.7 %i 144.1 122 116.9 941 126.8 806 101.9 941 1112 791 89.2 911 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 59.5 941 77.6 744 91.0 %1 71.0 737 M.6 941 73.3 736 K -J Z 3 H J 3 7t in 17CIA 2.0 694 137.6 703 110.0 094 11G.9 767 94.3 894 1024 753 92.6 894 91.9 740 733 894 84.1 730 66.3 894 78.7 717 55.0 691 70.7 787 /7.i 694 67.0 701 41.] 844 86.1 698 Q 90 in 05.9 671 89.7 596 71.6 671 74.9 565 61.1 671 65.7 676 53.7 671 682 566 47.7 671 52.9 558 43.0 671 ABA 561 35.8 671 p.1 639 30.7 671 39.7 531 26.9 671 97.9 626 z Z Q 054 W 96 in 70.8 690 7.1 627 59.0 690 87A 511 50B 690 63.1 049 /d.3 E90 17.5 562 393 590 430 494 35.4 690 39.6 498 29.6 690 34.7 477 25.3 690 31b 4fi9 22.1 590 29.8 404 I- H X -Z a to- O"O lea in 49,7 466 50.8 421 41A 466 42.6 471 355 406 37.1 406 31.1 466 329 402 27.6 466 19.7 3% 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 21.2 375 15.5 4fi6 19.6 370 04 H fi 111 in 15.6 111 46.1 400 38.1 dd1 ]S.3 39] 72.7 141 31.1 387 286 441 30.2 382 25.4 441 27.2 376 22.9 Ni 24.9 372 19.1 441 21.5 353 16A W1 19.3 356 14.3 M1 17.8 351 LU 4n _ 72Din 36.3 770 36.9 344 302 370 31.0 339 25.9 376 26.8 33A 227 376 23.7 329 20,1 3TB 21.7 325 18.1 378 19.5 321 75.1 378 16.1 314 X 1 r N "' 146In 21.0 262 212 7A2 17.5 262 17.8 279 16.0 162 15.7 236 Q Q O 0 d s Z ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 a Y §IZ W TABLE 10B - Anchor Cepadty Table(Ibs) ANCHOR CAP..,,,,,,", O co Modem ClAU Filed C S°D41212 278 Corx Rte 35x Cg1D. MU PTWam NCa (DIR-)X( >=ANCHOR CAP.••° b'19 oto `MULLION CAP.,,,,,,,, 1M^SS Bc S19IXo 14'93 Elco alo sled Btzsteel wtzs+4a:1 PRODUCT REVISED Anehorrype: 3116-BCo Litmon v4"ElcoUltra m uimCm &16-Bco uuacon SIC E:co unwoo AggreGanr u0raem AggrxGel. Scree(G5)Sew rA Sew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida ArlchorClIp FaHsmt Building Code Etl¢Olsrarxe 6-n: 1' 2-717 1" 2-v2' 3-im 1- 2-vz t^ 2-12 2' &179 2 D.d6^ os4' 0.324• CAPACITY REQUIRED" TO AN 9 17-0630.01 Em7Y@nell n' 7314" t<Y4' 13/4' 13rd' Y t-+W' t-vd' +4/4' 1-v4 9.114" 1414' 2 i-3&8• 1358• -1. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 2 Mtlon•4.74 Mtn 09.1 Sfalbatl or O8se1 Cep(Flg.+) 590 ms 99D iRt 450 Bob 890 tt6 16M les vo Ds 280 ro 354 IDS Ido its 374 las 6641M 945 IDS 3411153 4121s 660 Its OPENING,WHEN ITIS LOW ER THAN THE MULLION Expiration Date5/26/2021 4 Arxhaa®1.16•Mln-O.G/Sta10ar0 to oMet)C1p(Rg.44BO lb70 s D Ks WA WA N/A NIA seo m WA NIA tua MIA WA 6B20s a%leo 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED AArctoe®]'MIn.O,C./WhSAtgfe Capsllfl4n 780105 780 BA 6W IDS 16M me 18g6IDa 640Ds 56D DS N/A 760 We 748 IDs 66D 03 te9z ms 6920s 695 an 1nal� MULLION.IT WILL YIELD MINIMUM ANCHOR -BY SArchus®O.bl"MK O.C./U4CIIp,Imo.IW Alum(Flp.4j N/A N/A NG WA WA N/A WA NIA WA NIA WA WA NIA WA 050 and CAPACITY WHICH MAY BE USED TQ QUALIFY Mlami-0a product Control tAnc fCf/FLIq OIO S): 7051°5 +95®a 225104 Mbma 622177 I& 140 BDS 177 Los 370178 187 IDS 532 MS 473 IDS VOIDS 22101 260 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2 M[txxs®1.19 Min O.CI FCBp &6T 210 ps 350 be WA N/A NIA N/A tOD Da WA WA N/A WA WA 341 0s 4421 560 N6 ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 112,101 1.250' 0 • � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO,SCAIE.FO T OIMENSI0NSA6EFi • �,ICENSF FIGURE 3: SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOL&OWING � AAEStRIOfIO0S • 3. 3.250' °C�• .•(PP ANG SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,4PPR0 ETHQI.E:OC TIC:R. •• '* =_ BCL EIUSED T •• ••• •• • ! • •• _ k0.58705 - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDIN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL �r BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4° .624' STA O •��� FIGURE 4: FIGURE 5: •FIGURE 6:- 5063-T5 AND BE A MINIMUM OF,100•THICK.STEEL JTUDS�PE A MINIUM GFADE 3333 AND -- '� p6 • • .045-THICK(18 GAUGE.STRUCTURAL STEEL T09EM LEPGT.125"TF�(Ck d',4S-C ••• • '••..ORi�P..•'��C�: ANCHORS INTO METAL SHALL EXTEND AT LEAST%STREW THREADS IiEY NO TWMATERIAI•• 0 t5X 3-25'X j MULLION OR 4^ 12MULLION FOR 4^ '��/Sj ONA1.L(r����` • #SO&912 ANCHORS INTO WOOD MAY BE STEEL,4dB�.S.00 0 S.S. : : • • : Be FI -MULLED UNITS FACTORY-MULLED UMTS A.LYNN MILLER,P.E. • • • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A - th $ Mullion Capacity Table ObsS'ti) ' e 3f opening Width forvettical ami. mtili_ns oro enin Height tonc�Az0ntal P8nrd miff.9 p ( b`sP 9 ) P 4 9 ( Y'S n9 ) 50 6m 60 in 701.1 90 in ^ 90 yr 100 in 120 in 14C in 160 in pTriang. 9 H A'Triang_ p pfTd 125 X 096 RactMgWar TrapRdang. Reelnng.l. Tmp/ldang_ Rectangular Tnprrnang. RacUqular Traprrdang. R-gular Tra Recta.alar Tnpl7rian. Rectangular Trayrdarg. Rec•.angWar Tre Plctan Wer Tn ang. Loading ,Watling Lw&ng Loading Loading LWad:ng LWa&ng L..dng Loading LWeding LWadhg Loading Loading Laddi.9 LWadi., U.dm9 Loading Loadug p= U 624 A,x':TIXbe a .. .� a .gG .g o e e 8 u ate. & a. a °' a8 Ti . v 2N ,a o r 14 U1ar LU �,- a �, �• r _ `t - s` gip ' - a e.� §• a - ,a E> 2< PS t� -c l- __ rP _ SQ = W Z S�> W'� 'S � �� Ei as a� E2 �c f� �r � � sc �& s� �� m O �a = 421. 170.0 620 170.0 435 170.D 741 770.0 478 170 0 868 170.0 506 170.0 992 170-0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 +70.0 U88 170.0 $21 170.0 1735 iT0.0 621 170.0 1983 170.0 521 W J (n 181. 170.0 TOB iT0.0 514 270.0 050 170.0 581 1701 992 170.0 630 170.0 1733 170.0 661 170.0 1275 170.0 577 170.0 1617 1700 600 170.0 1700 170.0 680 170.0 1983 170.] 680 170.0 2267 170.0 680 K J rm r 2 50.625a +10.0 747 1700 5E3 170.0 896 170.0 631 7700 1046 170.0 684 170.0 11% 170.0 723 170.0 1345 170.0 TIT 170.0 1494 170.0 TSH 17°.0 1793 170.0 756 170.0 2092 1703 756 170.0 2391 170.0 756 LU o o 54 in 170.3 797 170.0 612 17°_0 956 170A 691 170.0 1116 1700 754 17°.0 1275 170.0 003 170.0 1471 170.0 8J7 1ro.0 1691 170.0 656 770.0 1913 170.0 861 170.0 1237 170.] 061 760.2 2603 170.0 861 m M 111 60 in 170.0 885 1700 701 170.0 1063 17°.0 797 1700 1240 770.0 878 170.0 1417 170.0 964 170.0 1594 170.0 995 170.0 7771 170.0 1033 770.° 2125 170.0 1063 718.7 1163 770.0 1063 729.8 2163 170.0 t0E F W Ve 63 in 170.0 930 170.0 765 170.0 1116 170.0 850 170.0 7302 770.0 966 170 0 1688 470.0 1Pti 170.0 1673 170.0 '7076 170.0 1859 170.0 1122 158.9 2060 170.0 1169 734.5 2060 170.0 1177 117.7 2060 tro.a 7171 ¢ d Q 661. 17°.0 971 110.0 789 170.0 1169 170.0 9D3 170.0 1364 170.0 1002 170.0 1551 170.9 1086 170.0 1753 170.0 1163 170.0 1948 170.0 1210 143.0 1966 170.0 7275 1226 1%6 1700 1288 1071 1966 170.0 1286 Z Z fn z '• 2 C J 721. 170.0 1063 170.0 871 170.0 1275 170.0 1009 1/0.0 1468 770.0 7126 170.0 1700 17D.9 1221 +SS.1 7736 170.0 1315 138.7 ITU 1688 7386 115.6 7711 155.9 1361 99.1 1731 150.4 1352 86.7 1734 150.2 1352 W J $qq .8O 3 76 in 170.0 1122 17°.0 977 170.0 1366 170.0 1080 168.5 1356 170.0 W142. 1556 1631 1285 13k1 1556 151.5 1266 717.9 1556 K1.3 1231 98.3 155b Re.9 1229 841 1556 112.3 1219 73.7 1666 1273 1246 K J U a9Z 78 in 170.0 1151 170.0 967 170-0 1J81 170.0 1716 155.9 717/ 169.3 1477 152.0 7226 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1l T7 116.9 7164 779 1477 710.8 1158 68.2 1477 109.3 1764 Z Q V T •~ 90 in 7420 1110 1685 986 1781 7120 123.9 960 101.6 1110 1079 1710 9fiJ 936 78.0 1110 97.5 922 71.0 ilia 80.7 910 591 1110 71.3 891 SO.T 7110 fi5.6. 878 441 1119 62.7 070N; x z 961. 1,17.0 975 1203 872 97.5 975 1015 856 83.fi 975 883 976 70.5 829 65.0 975 711 617 5a5 975 65.4 807 48.8 975 57.4 789 /1 d 975 52.1 776 36.6 975 10.3 767N � oO101 in 821 771 14.3 696 68.5 777 70.7 Gas 58.7 771 61.3 771 54.3 6N d5.i 711 49.0 635 11.1 771 449 617 31.3 771 36.9 632 29.4 771 35.0 611 257 77'1 32.6 612 111 in 73.7 730 773 fi61 611 730 65.0 550 54.1 730 56.3 730 49.4 I 631 42.1 730 45.0 622 37.9 730 41.1 6N 31.5 730 75.6 6m 27.0 730 37.9 SB9 23.7 730 79.5 SBt LUM� x 120 in 59.9 611 61.0 569 19.9 624 512 560 42.0 611 14.3 fila 39.2 544 33.3 621 35.3 637 30.0 621 72.2531 15.0 624 27.7 b14 211 6N 16.6 509 187 616 12.5 501 ® Cn j1441. 34.7 473 35.1 400 21.9 439 29.4 395 24.0 633 25.4 7 433 224 385 19� 433 20.0 ]e1 17.9 473 181 376 ¢ Z p Q > a s 2�p TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: O ��s g' AnchorCapactty Table jibs) ANCHOR CAP.,",,,,,, v E A m su0soate 2.7z i7DMlae 15z Cmc NdtOW CMU F41e0C3qu P7 00d Metal (OP_)X( )=ANCHORCAP._ 516'Elco 1/4'SS BCO&W Etc- ve SS em 010 sled #12 stead #12 steal MULLION CAP.,,,,,,.., PRODUCT REVISED Anchor Type. 3`16'eco uh-an 1/4"Ez0 Uzracm ultracm 0'16"Elco u4racm V4'E1c0u0rscm AggrWam umacm Agpr�a0r screw tom)scnaa(A screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida Anchor CUP Pattema Building Code EO¢astarce Ony r 2-vr t"' 2-1rr sire" r 2•vr r 2-ter r. ave^ 2 O.ae' D.Se 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No.' 17-0630.01 Ee CI-A-em On tSl4^ ta/4• Lara• 23rd• 2• /-va• t•vr 1-v4• /-vc 1-va• 7-v1^ r 1-3`0^ tare• laks ACTUAL PRESSURE REQUIREMENT FOR THE 2 Metrx9®6.75 Nin O.C.7 SlatlaO a<Olae1 cap O9t1 1T 390 l`.D�' BaD lm 1614 ms 270 fm 280 its 154 4X 74°las 374 ms 664 ox 79as IOs N6821bS aa2lta 96o tOs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05!26/2021 4 Archon®1.15 Min O.C.1 SfalGrtl(a Of6e1)C.p tfl4 21 '�M 700 m NIA WA NIA NIA 380Iba WA WA NIA WA WA 88511. 11201bi CAPACITY(FROM THE TABLE)OF THE SELECTED - 4ArcMn®3"MIROG/(2)DcSAryte 780 m9 TBO IM G90 ma 1544 Ire 1896019 54011a S601b1 N7A 7601°' 7/8 ms Om ids tern is sa5l0e 1+alms MULLION.IT WILL YfELDAMINIMUM ANCHORBY4Arctza9®064'Mm.O.C./UCBp, .dN7A WA N/A WA NIA WA WA WA WA NIA WA WA WA 7267 Ire CAPACITY WHICH NAY BE USm TO QUALIFYMhi -D Product Controtuznor r prep(rig.s) fg5 ma tp5 9a tea tm 443 lin 62zm135iDa 140 Da 3708atems 392 ga 47a m z2l Ax zeD 9a ADDITIONAL fvNCHOR OPTIONS FROM THE WA 190 RX, 1171 WA N/AA 4Q ms 560 iia ANCHOR CAPACITY TALE. 1.250" FIGURE 1: FIGURE 2: TABLE NOTES: e e • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e 0 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL 60,&HS%lb/OR OFENINOWIDTWS IS,ALL0JVJw F �.�``Ny LY/yNM/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE SOT TO$�LFyFU�E7Q+ClaDIMEN910N*SEE 3.94' ` `�O'`(CENS ANGLE Fg•7 '•.` CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIBLI FOLWWWG IM S •R'3c TRIC110NS Q'. •:�� ® e e BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SU6GE91f�APPROYIMAT` OLLO�,ATIQI�SS * N0.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '�0 = FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHiRN PWT/WITH AN S�OF 0 ALUMINUM SHALL BE 624. . e 606375 AND BE A MINIMUM OFA 00'TMCK}STFf3 STUDS Tp BF�A t 1M GRAt�':•/'J,AND" � _i ��(C�•'•.F'4ORtDP' \��` . ,045•THICK(18 GAUGE).STRUCTURAL STELR TO SEAT LEA.iT.115•THJPK AND A36,r4tL • i��4SS •••-••• �C9�� e e ANCHORS INTO METAL SHALL EXTENDkTI�AST��CRPW VHRS4D9BEYONO TW-TTAATE$IAL• NAL ,(o E , #10&#12 ANCHORS INTO WOOD MAY B S EL, S.S.OR 41RS.SP•• • • • • 125•X 3.94•x.624• A.LIMN N"k,P.E. • • • MULUON FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A Mullion Capacity Table Ibs/ft1) 3: Opening 9Ndth ifor vertically-spanning mrllicrls)or Opening Height(for nod 2Critaffy-sparvrng mWliOns) oU $ So in 60 in 7D',n 00 In 90 in 100i. 120 F 110117 r F Rectanguly Trapl7riang. Fedan9War 7r3P/Triang. Reclenguly Trap/Tdarg. Ractangdar Traprnlang. Rectang"ler 7r*T4-g. Rectangular T2pR0-9: Rectanguly T sang Rectangtia• TnplThang Rectangular TrepRdang. Laadng Loading LOadng Loading Leading Loedllg LOadng Loading Loading LoadW Loading LoadFg LoadF9 i➢adn9 Loading LoadnD Loafing Loading a C 2X4015 o� Alum.Tubb g z• a r a n 2•^ r p £ a b•. b k' 721 a a '§a a a m^ r r r r.• r i p ?• xa :& ti Mu on g s R pgE "3 3 S 8 314 R9� "B S �8 S 8B "E, 8 83 § `� S 3 7 5� J 3� d de 5 7� s' 9 cR� d 3B G 89 c96 3 S coo B so 3 85 s sc a 8a r3 s2 gg � to 6� a_ �� 6 0� ae € t ��_ �- €� 6- �� 6's_ s� _- <- �� _& 3Y 6 4 a v 75 1! sCza X o y � �B60' a d a� a`z � � s8 f� g $ �rc �g a fo �a°i s� irc� > Z LU 4z F 170.0 620 1700 rs 170.0 744 770.0 ae 170.0 986 flag 506 170.0 e9z na.0 619 170.0 m6 170.0 521 170.0 1240 +ro.o szt 310.0 u6e 170.0 521 170.0 1735 170.0 5zt 170.0 1983 770.0 521 w _j LU 48117 770.0 706 170.0 524 170,0 650 170.0 581 170.0 992 In-o 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170,0 1700 170.0 680 170A 1983 170.0 680 170.0 2267 170.0 880 J 50.825 in 170.0 767 17x0 563 170.0 8% 170.0 631 170.0 1048 170.0 MW 170.0 1195 170.0 723 170.0 1346 170.0' 747 170.0 1494 170.0 756 170.0 1793 770.0 758 170.0 2002 170.0 756 170.0 2391 170.0 7W N .2 m = 54 in 170.0 797 +70.0 612 770.0 956 770.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1394 170.0 856 170.0 1913 170.0 861 170.0 2x31 170.0 861 170.0 2550 170.0 861 O m O a � co LU B0 et 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 876 770.0 1417 770.0 BN 170.0 7594 170.0 996 170.0 1717 1700 1033 170.0 2125 170.0 1083 170.0 2179 170.0 1083 160.8 2680 170.0 1000 ID 0 53 F 170.0 930 170.0 745 170.D 1116 170.0 850 170.D 1102 170.0 940 170.0 1488 170.0 1015 170.0 tfi73 170.0 1078 170.0 1859 1700 1522 170.0 2231 170.0 7169 188.7 1553 170.0 1177 145.9 2553 170.0 1171 < Q rJ 6617 170.0 97{ 170.0 789 170.0 4789 170.0 903 170.0 1384 170.0 1002 170A 1558 t70.0 1086 1700 1763 170.0 1165 170.0 1948 170.0 1210 170.0 2338 770:0 1275 171A 2437 170.0 1286 132.8 2437 170.0 7286 U)zm LU Rin 170.0 100. 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1128 170.0 1913 170.0 1]15 170.0 2125 170.0 1387 145.6 2184 170.0 1488 12/.8 2184 170.0 1529 109.2 2184 170.0 1530 Z Z 8 U •3 76F 170.0 7772 770.0 937 170.0 1348 1700 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1371 165.1 7960 170.0 1127 748.8 1960 179.0 1505 727A 1960 181.6 1548 106.1 1980 154,0 1535 929 1960 1527 1531 d ttZ D N an--• 78 in 770.0 1131 770.0 967 170A 1381 170.0 1178 770A 1611 17110 7250 170.0 1842 170.0 1360 1527 1861[71' 1474 137.4 1861 167.1 1500 114.5 /861 147.3 1473 982 1881 139.8 1459 85.9 1961 137.6 1454 ] J r o ~ Q N rn 90117 170.0 7329 170.0 1+44 149.1 1396 156.0 1219 127.6 1398 1360 1198 111.8 7398 121.3 1179 90.4 1398 1102 08.3 1]98 101.6 1147 74.3 1]96 89.8 1122 63.9 1798 127 1505 SSS 1398 781 7098 Z 96117 147.4 1229 151.5 1099 122.9 1229 +27.8 7079 105.3 1229 111.2 1081 92 1229 98.9 7044 87.9 1229 1029 73.7 1229 82.4 1016 61.4 1728 72.2 993 52.7 7229 659 977 46.1 1229 62.1 967 �- Q ,.Z a I SC)90 106 F 103,5 871 105.8 877 86.3 071 99.0 1182 74.0 971 773 849 84.7 977 BBA 837 57.5 971 825 51.8 971 55.5 815 43.1 971 49.0 796 37.0 971 44.0 782 324 871 40.8 771 N "4-- 1015 a o` 111 b 951 919 87.3 832 79.3 819 87.9 019 68.1 919 70.9 808 59. 910 620 794 53.0 919 704 47.7 919 51.8 774 39.7 019 M.8 758 34.1 919 402 742 29.0 919 37.1 732 N LU x Y Y 17A in 753 786 76.8 716 629 786 54.5 705 W.9 758 36.8 893 472 706 49.6 688 41.9 78834.9 653.7 546 M2 604 36.4 348 37.0 488 31.2 . . 479 21.8 548 229 474 182 540 19.5 484 15.6 546 172 455 11.7 515 153 HB P Z 0 TABLE 12B ANCHco OR CAPACITY ADJUSTMENT FORMULA: 0. 2 a m�m0 Anchor Capacity Table Obs) ANCHOR CAP,,,,,,,,,, i+ Sutat2te 271 Corcn3e 351 cane. NfllOn CMU F9a0 CMU PTWaOa Mail (DP,o)X( )=ANCHOR CAP. U MULLION CAP.,,®,.,,,,, SIG Elco V4'SS eco 916-Eco yr Ss Eco 410 steel M12Stee+ M steel USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Mcnn lype: 3116-EIco UMMM V4•EIc. t..n Uttracon Y16'ElcolAlecm VC Etc OUlltacon ��•x unrxm Agg2Gaor Screw(W)Screa7G5) suev(G5) pnchorC9p Patterns CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Edge Clsrarce Q Y r 2-312 r 2.312 s11s r z-vr r z-vr z sire" r 111 osr 0.325 ACTUAL PRESSURE REQUIREMENT FOR THE BDA-MoIlding Code E110emamtgny 7314' 13'2 79/<- +ar r t-1/4" t-+I4' 1.1/4^ 7-vr 1-i I4• 1-112 r 1-3'8" 1316- vales OPENING,WHEN IT IS LOWER THAN THE MULLION BDA-Mo. 17-0630.01 2Ancrors®4.7s nun o.c./amiddad orOBset c9P dig 182)' 3110W 39D Itb 450 It's 800Ibs 1644 Its z7o Ds leo Fx 354 lbs 740 toe 3741" 664 Iw 046 os 397 ws 442 ns 560•s CAPACITY FROM THE TABLE)OF THE SELECTED Expiration Data 05/2612021 4 Archon®26e"Mel O.C./Stwd,fa(or aW CV 030 3) 717 Iba 710100 630 IDs 1403103 1424 M N/A 500 Be NIA SIM NIA 860 8b WA 692I1b 886 It 1121 Be ( P 4 BBS IM OM 758 Lbs 1946103 NIA WA 705111 NTA Ag 105 NIA WA WA 1ar11bs 1927Im 16Wits MULLION.RWILL YIELDA MINIMUM ANCHOR 6ArctI0r5Q1.71'MA C.C./atan®nt(or l7ree0 c5D og T CAPACITY WHICH MAY BE USED TO QUALIFY By 4ArctC(s�YMM.O.C.!(17275 Angle CBPsI(RD$ 780 lbs T OS 680Iba 1560 Ra Mice les sal bs NTA 76Dlos 7de lbs 8901hs 1662 t7 582017 88587s 1120IDs ADDITIONAL ANCHOR OPTIONS FROM THE Miami- �1 Product Control 6Anc tors®9'NM.O.C.1�35Atple Cilps/1R48Y +1708. 7170917 70201be 2310814 28/4Iri 61 8401es N/A 1140 dB 11226s 7327917 789550 t0221bs 791710s i6801rs ANCHOR CAPACITY TABLE. NIA WA WA 3AM"61.84•min.O.C.I ULIip,Nm.12YA1tm0-a 77 N!A WA NIA WA WA WA NA WA WA NTA WA 21:9 6AMIIM G 0.64 MIn.O.C.I UL_,an. AW9L(Fq-ek NIA WA NM WA NIA NIA WA NIA WA NA WA NIA NIA WA 21 IDs 2 Anclnn®268'NDa O.C7 FL9p 370 515 370101 375103 743 an 712 9a NIA 260 8>a N!A 3d8 las N/A 440 IDs N/A 341®S 4421es 550 It6 3AMhorS a I''MIn. F4D�p(Fp.tot 443 Ibs 525Ns 3791bs 07380 NJA NIA 3531os NIA 3991bs NIA WA WA 514Ox 6649s 840 tb NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' • • • • • • TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEW 23FOG INFjpRij4T10tJ ON LPADlNG.S0 SHEETS 2-4 FOR `.`"t4X LYA/yy�� GENERAL INSTALLATION METHODS. • • • • • • • • • • • • • • •• • • • • • ���.•' LICENSE .11� TH AND OPENn WIDE IS LLSW/BLN 000 • FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR • • • • • • 4000" '•� % • • • • •• ••• .25C" *: No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E&ACT DIMENSIO",SEE SHEETS 21123.910LES TO BE DRILLED IN - *- • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _• • • LOCATIONS. - - - �"•(utU` O•'. 7T�.O FIGURE P FIGURE B: FIGURE 9: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPJAFjCA Oft HOLL 1R ANDSWPJT•FILL03OWNCRrTE BLOCK UNIT i��•'•.'�(ORIOP.••' \�� • • (FIGURES 588) (CMU)SHALL CONFORM TO ASTM 6-90.WOOD SHALL BE PR60SLWE-TFi€A YE O SOIJTF�RN PINE WRH,MI SC OF 0.55. S51 "•••••• �C9`� ALUMINUM SHALL BE 606375 AND BEA MINIMUM OF.125"THIa(.STF STUDS T B A t� UM�aRi�DC 33 A11D.OqS'THICK(18 2'X a-X.25'MULLION ��7 �ON:4�. lvvn Hie MUST BE USED �gL(,F7-�I W PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK ARD oa mAl ANCHORS INjO i�TA}S C)j•AT EAST 3 SCREW A.Lfl(1N EA 5870 P.E. THREADS BEYOND THE MATERIAL#10 8#12 ANCHORS INTO NOD MfR'BE STEEL,416-6 S.SIJR 410 S- -• • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE13A _ Mullion Capacity Table Ibs71t2) * ®ono m o� m Opening Width(for t rtm'N'-SParlrirlg mulons)cr Opening Height(for hcrizorxah sp-ng mullions) SO In 60 in 70 in 80 in 90 in 1001. 1211 in 110 in 180 in Ilk Y LLO Rec!artgrlar Trap/Tdang. Rectangu:ar T. ng. Rectangular T.Prrdang. Rectan9'.dar Trep/Tdang, Red.ngida TrapTdang. Rectangd., TrapM-g. ReclangJar Trap?daN. Rectangular TmyTdarg. ReNangular TmpMang. �+ a 2 x 6 x.2b Lwdm Loadrg Lmdng Loeding Leadng Ling Lo.dmg Loafing Loadun Lcedng LaadnO Loading Leading Loafing Loafing Loadn9 Lmdrg Wadng o Y ci 4 Alum,Tuber a 2 �• Q„ 3 m o ,. ^ a an A �" :^ ° ". a^ a " t ^•' as S 'b 3 8 3 LL Mullion . 8vN v �• fi U o" o� €�' t u ga oK ? 5$ �� .4`cy o osy bG gry`^ v cS ca$ o ' v 8� 8 8 840 z i5 &a� xg �� t� sg :s.a s 340 sA �r s'� a=e f� a=a � < 18 �z � � �a s� d`eg f s• ac Z e W 42 in 170.p 820 170.0 135 170.0 744 170.0 478 770-0 966 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 621 1740 1240 1740 527 170.0 1488 170.0 521 170.40 7735 170.0 527 1170 1983 170,0 527 rw V) IJ J 48 n 1740 706 110.0 $24 170.0 850 770.0 584 170,0 992 170.0 630 170.0 1133 170.0 1161 170.0 1275 170.0 677 170.0 1417 171.0 680 170.0 7700 170.0 980 170.0 1987 170.0 680 2267 170.0 680 to 50.&"S In 170.0 747 170.0 563 170.0 806 170.0 631 170.0 1018 170.0 684 170.0 1195 i7I10 723 170.0 1345 1740 747 17D.0 1494 170.0 756 170.0 1793 170.0 756 110.0'2092 170.0 756 2391 1740 756 W O O 5/in 170.0 797 170,0 612 170.0 956 170,0 891 170,0 1119 170.0 754 170-0 1275 170.0 803 770,0 1434 770.0 837 170.0 1594 170,0 860 170.0 1913 170.0 861 170.0 2231 170.0 881 2550 1740 881 of ? Ld 60. 170.0 865 170.0 701 770,0 1063 170.0 797 170.0 1240 170.0 878 170.0 7417 170.0 914 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 2833 170.0 1063 '" f0 UrZ 63)n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 L740 B/0 170.0 1498 170.0 7015 170.0 1673 170.0 7076 170.0 11150 170.0 7122 1740 2231 170.0 1189 170.0 2603 170.0 1771 2878 170.0 1171 ; Q 86h 770.0 971 1740 789 170-0 1169 170.9 803 1700 1354 170.0 1002 170.0 7558 770.0 1056 170.0 1753 170.0 1155 170.0 1948 770.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 3117 170.0 12M ZZC 72 in 170.0- 1083 170.0 879 170.0 1275 770.0 1009 170.0 1488 170.0 1126 170.0 1700 170,0 1220 170.0 1913 170.0 1315 1740 2125 1711.0 1387 170.0 2550 770.0 1188 770.0 2W5 170.0 1529 3400 170.0 1530 w � W1 �U 76h '170.0 1122 170.0 937 170.0 7349 170.0 1060 170.0 1570 1740 1209 170.0 1794 170.D 1322 170.0 2079 170.0 1421 170-0 2213 170.0 1605 170.0 2892 170.0 1829 170.0 3140 170.0 1694 3588 170.0 1705 Q �� J.E 711. 770.0 1151 170.0 967 170.0 7361 :70.0 1116 170.0 1811 170.0 1250 170.0 1812 170.0 1360 170.0 2072 170.0 1474 170.9 2302 170.0 1564 170.0 2703 170.0 1700 170.0 1403 170.0 1777 ]683 170.0 1786Z 90fi 1700 1320 1740 1114 170.0 1594 170.0 1329 170.0 1859 170.0 1498 170.0 2125 170.0 1553 170.0 2391 170.0 1793 1700 2656 779.0 1918 170.0 3188 170.0 2125 158.0 3413 770.0 2273 3413 170.0 2361 t- Q Z ` r 95 In t70.0 1417 170.0 1232 170,0 1700 17D.0 1434 170.0 1983 170.0 1822 170.0 2207 170.0 1794 170D 25W 170.0 1952 170.0 2833 170.0 2(195 160.0 ]189 170.0 2336 737.1 3199 705.9 2171 0 00 CD 120-0 3799 758.1 7426 O_ p mp 108 in 170.0 159{ 170.0 1100 170.0 1913 170.0 16{7 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 748.3 2781 161.9 2333 123.8 2781 140.4 2231 105.9 27(11 125.8 2231 92.7 2781 118.0 2190 n 04 re o S 111 in 1700 1638 170.0 7461 170.0 1986 170.0 1700 170.0 2293 170.0 1972 170.0 2021 170,0 2119 151.8 2632 182.3 2245 136.8 2632 748.4 2218 713.8 7&72 128.4 2788 07.6 2832 115.1 7128 85.4 2632 106.3 2095 A 120 in 170.0 7771 170.0 1599 170.0 2125 170.0 1959 t54.{ 7152 7548 1981 135.1 2252 141.{ 1954 120.1 2252 1272 1938 708.1 2252 118.1 1915 BQ1 2252 99.8 1672 77.2 2252 88.9 1836 67.6 7252 81.4 1808 X Q ?� ?� 144 N 125.1 1564 126.8 1415 104.3 1564 108.1 7425 60.4 1584 815 1+07 78.2 1561 60.7 1390 60.5 156+ 72.3 1373 62.8 1931 66,7 1756 521 ]561 56.0 1330 44.7 1584 482 7305 39.1 7591 14.4 1293 O ILa o N Z U TABLE 136 92 ANCHOR CAPACITY ADJUSTMENT FORMULA: s Anchor Ca ci Table Ibs ANCHOR CAP.,,,,,,,, Subst2le: 2.Tk Cartuele ].5k C.rw. H.11-CMU Fried CMU PT Wood Metal (DP-)X(_ )=ANCHOR CAP., MULLION CAP.,o,,,a, 5It6'Eba t14•SSEbo SI78•Elco 1W SS YtOsted Yt25tad Y12staM PRODUCT REVISED Aahor rypn 3/tE Elco l9tracon 1/4•FJco uttrman IAwcon 3176•Elco Ultrawn ur Eta.Lenton AggmGator � Am,�,y r Serxw(G5)Senw(G5) Screw(t;5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as eom In with the Florida Anchor C9p Patterns P E49a 4ntmoe9nk 1• tmw r 2-12• 3-1/5• r z-1m r x-1/2• r 3-va . 0.48 0.54 0.924" CAPACITY REQUIRED"C,ORRESPOND)NG TO AN Building o e 17-0630.01 Embednant(nY- 1-9/4' 1.3/1• 1-1'40' I Wr T t-t/4• t-t/4• t-1K• 1-1/4' t-v+" +-tu' r 1Jle" 13/6• (edea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 2Archan®4.T5'MhO.C./STmreaNa08set Cllp(Fl9 182): 3902. 3900. 450 ft 890 ne 1644R. 270 Ita �flo5_T! 354 kx 740 In 3741ea 6646'' 846101 W2In341 Me 442 lb. 560IL. OPENING,WHEN(TIS LOWER OF THE SELECTED Expiation Date 05/26/2021 4 Mena.®4.68•MIn O.G/S(andarA(or OAeap Clip lFp.1): 760 0s so lbs 8001es 17801be 3232 Os 540 In SBO In 708 ba 14801. 7481140 1272 In 1802 In 662 we BBS lb. 1120 Its CAPACITY(FROM THE TABLE}OF THE SELECTED 8--VA Mchwsg 1.11'Mln O.G ISt4nderd(or OOceO Clip(Fla•4} 71601440 17101W t0101ba 25B61bs wA wA In WA 7o651he wA WA N/A 1363 in 17701ba 7240w MULLION.I7 WILL YIELDAMINIMUM ANCHOR By {Andrus Q r Wn O.C./R)2x5 MOIe ape,(FIO.51: 760 be leo Lha 6801b1 1560Iba 1896 6. M n. 560 It. wA 7601040 7481bs 9001be 11392 In BB21W BBS lbt 1120 Lea CAPACITY WHICH MAYBE USED TO QUALIFY Mlam ads duct Control 8 Anchtts®r pen O.C./R)215 MGM cope/(F19,st 15801°40 1560 in 1300Ibe 31201°40 3782 9140 7080 tbe 1120 fta WA 1520-lbs 1496 in 1780 ba 37a41be 13e31w 1770 ms 2240Iba ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchor Q 13'Mim O,C./(2)215 AnOe C81.1(F19.1): 1860 lbs 2100113 1440 IM 378014. WA WA f 320 lbs WA 1500 lbs WA WA WA 2D45 lb. 26541M 3360 Ibe ANCHOR CAPACITY TABLE. 4 Anchors 1.34:A11n O.G I LLUip,into.125 Alcan.(F19 B): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 143016e BAnchn®1.61'MIn.O.C./Ul7ip,Info.125'Alum.1F10.9) WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2867 lbs 2 Anehom®1,86'MIn.O.CJ F-CSp(R9.10): 980Ibe 390 A;s 450A 890IDa 1816 0. 270 16s 2801°40 954Ib. 7401°1 374Its 638 bs 946lbs '341 lbs 442 in 560 om {Anchors®1.71'Mn.O.CJ F-C1P(Fb•ttt 59tH°' 700 In 505 The 1298 In WA WA 170 Ws WA 5931be WA NIA WA 6821°40 8851hs 7120 9. ,250" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE t: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FlGURE 11: t)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON j • • • • • • • • • LOADING.SEE SHEETS 2-4 F ORvGEN0PMQNS'#ALWTIOWETVD� •• �`\7N�(LYN • • • ` • • • • • • • N2j� ., 2)LINEAR INTERPOLATION BE•TY1/EEN\r�Ja L�NG}FiS7WD10ROPBNING WIDTHS 13 ALLOWABLE. 6.000, �'C•,• L%CENy"F'•. • • • ••• • • • Q: • 3)MULLION AND MULLION CIpY SHC]i1W pRE�;TO�i7�E.�Oft•E'7CACT SIMENSIONS,SEE SHEETS NO 58705 ' • • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME SKtAL"STRICTIONS SHOWN ON FIGURE 5: FIGURE 5: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- ANGLE -ro V 1 • • [.:a • -- _HA • • CUP 4)SUBSTRATES:CONCF2E�SHl" NFORM jO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ sA0 � . imFIGURES CONCRETE BLOCK UNIT(CMN)SH4bLL CONFW 1 O,R&I C-90.VOMN SHAW BE PRESSURE-TREATED• • • • 5-7) YELLOW SOUTHERN PINE WIFH ANSG OF O.W.4UM14 SHALL BE&63rT5 FND BEA MINIMUM OF.125'MUST BE THICK STEEL STUDS TO AE A MINIMUM•RADE 3f W.045'j)-0CjC,n 88GGTAJGE?STRUCTURAL STEEL TO• • • • USED IN BE AT LEAST.125'THICKFj[J8 A36.•AfL ANCHORS•INTO MiTAL S L D T LEAST 3 SCREW z•X Sr'X.25 A.LHwN l4ltEd',UP.E. PAIRS. THREADS BEYOND THE MATERIAO#10&#12 ARCHORSe111. W004MAY F•S EEL,18-8 S.S.OR 410 S.S. MULLION 1 FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A �� 8 1 Mullion Capacity Table IbsBlz 8, 7, I opening Width(for vertcal'7-s arrur5 mwlorls)oro ening Height(10rhorioMal panni m < u_ 60 In 70 in 80 in 90 in 100 In 120 in t401n 160 in i o SO In w Ritatgalar Tfaplydag. Rectangular T2pTrian& Rectangular T7176-re. Rectan9War TaprT4ana Rectangular Traprriafg. Ro= ular Trap/Tnang. Reotargular TraplTrang. Rectangular Trooad Rectangular TtaprTrian9 o W Loading Loading LoffiIrg n9 - Loading Looting Loading Loading Loading Loading Loading Load'.ng Loading Load Loading LOWnB 1.26"x 2.11" Loring Loading y g of U x.125"Alum t a R S" "Fsm E' -� °�� d 8 8 588T-i-a 08 r 'ffi rz - _ - fr ��. N x r 2• x n a 2� Tube Mull a EB a «g a 8 8BtS d � - AU x �fie" fBr a1 a� a� s� �� i� Via' f� Vie' <a� � E arc f �z Z W q2h 1442 526 167.0 428 120.2 526 148.9 419 1030 526 138.9 414 90.1 526 134.6 411 80.7 528 134.1 411 721 526 1341 411 fi0.1 526 134.1 411 51.5 526 134.1 417 4S1 528 134.7 411 pWj O 48h 96.6 403 108.0 333 80.5 403 94.7 325 59.0 403 80.4 320 60.4 403 81.4 317 fi3.7 403 T9.1 375 483 403 7&6 314 50.3 403 7B.6 314 34.5 403 78.6 314 30.2 403 786 31! K J H -1 F=-' 50.6251n 82.3 362 910 307 68.6 352 79.3 294 58.8 362 71.9 289 St.S 362 67,2 Z16 45.7 362 64.6 284 41.2 362 838 283 34.3 3fi2 63.5 283 29.4 362 83.5 283 25.7 362 635 283 W O 54 n 67.8 316 T4.1 267 56.5 318 642 261 48.5 318 57.7 256 42.4 318 63.5 253 37.7 318 �.8 250 339 318 495 249 2&3 318 49.1 248 24.2 310 49.7 248 212 318 49.1 248 m M W ~ V Y 60 n 49.5 258 511 Y9 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 201 27.5 258 34.9 204 247 258 33.4 203 27.5 258 32.2 201 17.7 234 322 201 1S5 266 322 �1 J 63 in 427 231 45.6 270 S.6 234 39.1 795 30.5 234 34.7 192 2&7 234 31.6 189 23.7 234 294 1% 214 234 2&0 769 17.8 234 26.6 183 15.3 234 220 1B3 13.4 T34 28.5 183 Z W Z D D D m Q 's f BB nLE,n 37.2 213 39.4 183 37.0 213 33.7 179 28.5 213 W. 176 232 213 Z7.0 til 206 213 25.1 170 Tae 213 237 168 155 213 22.2 467 13.9 213 220 168 tt.fi 2t3 ZLO 766 N z J () 2a8 179 311 165 2L9 179 258 152 20.4 179 225 199 17.9 178 203 147 16.9 579 18.7 145 L 0 243 161 25.4 140 20,3 181 21.6 137 174 161 19.0 135 152 16. 17.0 133 Q225 152 23.5 133 1&8 15Z 19.9 731 1&1 14 17.5 128 z Z N Q N TAco 00 BLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Atxhor Cepeelty Tabte(Iba ANCHOR CAP.,,,",,,,, _��{OR CAP­ Cull Cn X 3 z�o�o s1Wlnte 2.7k Cmc1ele 3.5K cat. Mo9ox CMU Fined CMU viwood Moa (D Y,)X(MULLION CAP.,,,,,,w,4� r (A 8 3/76-EKo 114'SS EkO 5776-Eko 7/4-SS Eko #10 Stem #12 S1eM 4n25FeM W (V� �rctwrrype: 91t6'Eko Utracm v4•Bcouaracm 12aram 3li6^EI00062con 114•EKO L188cm lggyeoatw Utnlc dl pggleGator Screw(t96)scre#(e5T"screw(es] USE THIS FORMULA TO OBTAIN THE'ANCHOR N x Y Y Anchor CYP Pat*ms CAPACITY REQUIRED"CORRESPONDING TO AN 0 to U) :El:outarce(ink i^ 2tr1' 7^ z-vr 3-tm• r 2112^ 7' 212' r 3-vB' r a48" off' 9.32e ACTUAL PRESSURE REQUIREMENT FOR THE U teaaent y 1x14• 1a+e 1a'e Tau" r t-v4' 1•w^ t-1/r. 1-va^ 1-714^ i-v4• r 7-sre• tare' OPENING,WHEN IT IS LOWER THAN THE MULLION e7 q O O 4 u4nas®s A6n.o.c.l(212x 5Arole Cras 1(FIQ.7 leo las 7H7 bs 6fl0 xa 1560 Ds 7886175 s4o 9ss 5so 9n wn 7w Ica 74e Im mo 11n 1862 ibs 662 Ds 685 ffi u301ts CAPACITY(FROM THE TABLE)OF THE SELECTED d g` Z,m v N MULLION.IT WILL YIELD A MINIMUM A14CHOR _ ggO"O CAPACITY WHICH MAY BE USED TO QUALIFY F�3 O p� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Data 05/26/2021 By _ TABLE NOTES - Miam aProduct Control 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR DUCT DIMENSIONS,SEE SHEETS 21-23. 0 • 0 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,116^ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II 11 l l l,111 f ANGLE CLIP MUST BE USED IN PAIRS. LL W ANI)GROUT-FILLED • LE11- 125' \\\ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECWQCAjiQl1`S. U 1\1 . ..Nr.. 11�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Cali.WOOD SM1141.1�E�REgS �E-'IftEA�ED '�`,.•''OCENSF /�< YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SMALL BE 6063eT5 AND&E 4MINIM CFg.1 A7 1.26"X 2.11'X.725 MULLION THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 TACK(18 MGL•/.S7RU•7UGAL FjT�F•L T�� No.58705 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHAI4,�I1 D14 LEASTS SIREN THREADS BEY(j{JD (INTEGRAL FIN MULLION) *; *= THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 b`` 41QSS. • • • •• �} _ I •. ATE lV�: •- -••• - ` •:• w • NAL • • • • • • • • • • A.L�H I� R,P.E. • • •• • • • • • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A Mullion capacity Table(IbsMe 'o^ Opening Width(for wrtically-spanning mUfiors)or Opening Height(for icrzordally-spanni g r1 dlicns) S 50 in 60 N 701. BON 901. 1001n 120,in 1401n 1601. i O Recbnylar Trap7Tnang. Rerarigukr Tm7JTdanO. Recargaer TraplTdar.O. RecangNar 7mprTdeng Rectmgular Trap7darg. Realangaar T-arTd.rg. V. 1'4*0 Trap7Tdarg. RactargWr 7rdp/Tdarig. Recfang ly Trap/Td c� a LO 3.26"30 Loading Loadrp Loading Loading Loading Loading Loading Loading Loading I.M Loading Loading Loading Loading Loafing LoadnO Loading c= v DEG.AL ,�• �" 3 r .Fa p r r , r a� m ^ 9 $ $^ �. �� s rS "@ � ; � r �• NSAYMULL n a E 8 B 8 V u V u _o c3�` g $ E� t� g^ 8 5 b 5 I€ a u& S^ u8� � s' 1 d`acs@ �> 27- a � d�z z8 d� a`c d�a� �� e"` Z ` WIt O42 in 170.0 IS 170.0 435 170.0 714 17Q0 478 170.0 068 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0E47 170.0 521 170.0 $21 170.0 1735 170.0 521 149.1 1740 170.0 521 w � (n It n 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.D 170.0 680 152.2 1312 170.0 680 130.5 1522 170.0 680 1141 7522 170.0 660 50.625N 170.0 747 170.0 563 170.0 896 770.0 671 170.0 1018 170.0 684 170.0 1195 170.0 723 .170.0.1345 170.0 747 1641 170.0 756 136A 1443 170.0 758 117.3 1413 170.0 736 7026 1N3 170.0 736 m O O N 54 N 170.0 797 170.0 612 170.0 956 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 503 160.4 1353 1710 a37 144.3 735] 170.0 B56 120.3 1753 170.0 861 103.1 1353 170.0 861 90.2 1353 170A 881 � � � � 0 BON 170.0 865 170.0 701 170.0 1063 770.0 791 167.0 1 1216 170.0 878 146.1 1218 170.0 941 128.9 1216 739.8 936 116.9 1218 1521 924 97.4 1218 146.1 913 83.3 1218 146.1 913 73.1 1218 148.1 913 Q Z W 63 in 170.0 930 170.0 J45 t70A 7118 110.0 650 150.2 1150 168.8 933 131.4 1150 153.0 874 1168 1150 141.9 89e 105-1 7150 1342 865 87b 1150 126.7 871 75.1 11$0 7261 870 65.7 1156 1282 870 Z a r = Z cn L 66N 170.0 974 170.0 768 152.4 1018 165.8 881 130.6 1048 146.6 881 114.3 1016 133.1 850 101.6 1048 123.4 839 91.4 1018 11fi6 8]0 762 1018 109-4 121 85.3 1068 106.2 818 57.1 101E 106.2 018 N _j 72 N 140.8 680 147.9 781 117.4 880 110.0 748 700.5 Bd0 110.0 734 86.0 890 100.0 772 762 880 111 712 70.4 1 e61 703 58.7 880 792 693 50.3 880 765 688 44.0 000 76.4 680 Cr � �� U ¢Z r J 781. 119.7 790 125.1 690 99.5 790 106.4 87e 85.5 T90 93.3 663 74.6 790 83.9 632 68.5 790 76A 643 39.8 790 71.7 835 I. 790 63.1 624 42.8 790 62.1 619 37.4 790 81.5 617 j 'F 78N 170.8 750 115.5 857 92.3 750 98.1 614- 78.1 750 85.9 632 69.2 750 77-1 821 87.5 750 70.6 612 56-4 780 657 605 462 760 59.! 594 39.8 750 56.2 588 34.6 750 65.5 588 Z Z Q LE 6:7 71.1 500 60.1 563 629 491 51.5 563 54.8 483 457 563 489 473 40.1 563 44.4 468 36.1 563 469 462 39.0 583 382 452 25.8 563 33.1 445 225 583 31.8 !� Q m Z t- LU 4co 495 61.1 443 49.5 493 51.5 435 424 495 M.8 427 37.1 495 39.9 427 33.0 495 38.1 410 29.7 485 ]3.2 408 24.8 495 29.1 490 27.2 493 28.8 384 18.8 493 25.0 390 - a U) 0 oO 391 42.6 353 34.6 391 35.9 343 29.8 391 31.1 342 267 391 27.6 337 2]2 194 24.9 333 20.9 391 Z2d 328 17.4 391 19.7 321 14.9 ]91 17.8 WW370 70.2 715 32.0 770 33.0 330 27.5 370 2B.6 325 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.9 312 160 370 161317 30.8 188 MS 317 28.0 264 21.7 317 22.5 250 19.0 MT 19,9 276 1b.9 317 17.9 773 M O 0 220 17.8 207 } 4. Z 0 N mO s0 TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: �bq a e�m� _ Anchor Ca ncl Table hs (DP-) (ANCHOR CAP._,,,,,1_ANCHOR CAP.,,, S65.trlc 2.7kConcrele 3.SkCorw. HaOowCMU F91eda4u PT wood Mata) ( )X`MULLIONCAP. ,,aa� PRODUCT REVISED 5'18•Eko 114"35 Eko 3/16"Ekg 14.65 Eko 010 sad #126t" a125ted as complying with the Florida AaMr Types 311T Eko U79aoon 114•Elco Ulaacaf Unn.W 3'16"Mao Ulb oa V4'Eko Ultraoon �a5y (dtracon AggreOator Sd-(75)Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Code Anchor Clip Pattema CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Edge Okuncs(N): t' 2.7/2' 1' 2.1/Y 3-118" 1a 2-12' T }ve' 7 0.48' 0.54" O.S29' Embaenmt(N7 13r4 1J/t' t.V4^ tau• 2' 1-1/4' td/4" 1-1/t• t-t/t" t-1u• 1-t/P 2" t-9/8' 1.3/8 larks ACTUAL PRESSURE REQUIREMENT FOR THE Expiration Date 05/26/2021 OPENING,WHEN IT IS LOWER THAN THE MULLION P 2 AItro (M 5"MN,o.c./R)2"S Arpb cap.I(F7g.1F sso m 390 w 43616. 690 ks nag ea 27600 280 1b. 354 pa 746 lbs 314 lbs 7201m 840 9a 341 ms 442 1b. 560 ms CAPACITY(FROM THE TABLE)OF THE SELECTED a Arlchae Q 3.5•Mtn O.C./RI 265 Ar1gk Ltig•/(Flg 2T leo lba 780 roa 780 ma 191015. 2525 ba 540 Re wo lha WA t12a ms Tae Ilu eeo m. teen iw 682 k. 885 fa 1120 U, MULLION.IT WILL YIELD A MINIMUM ANCHOR By 5 Archm Q 2.71"Min.O.C./(212s5 Anpb C9pe I(F4g.3y t1201ba 1120190 9561ba 2248160 2254 G N/A 840 itr WA 1059¢e N/A 1320 @4 ILA 10220e 1777 9x 16801ba CAPACITY WHICH MAY BE USED TO QUALIFY MIamF-D a Product Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 7 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR FJCACTDIMF•NStIaNS SFiIETR21-27 • • .•• '125" ; HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS$HOWN ON HEELS 1- • • • • --orEN,p C ' • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • •• • • • • ••• •• vLLI- . • • • • • • • • • 50' ''k: No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.H&FOW/NS IROUAF�LLED• • • •• *_ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED -O . • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6083-T5 AND BEA MINIMUM OF.125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30*BAY O STATE�p �. LEAST.125'THICK AND K36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST a51QREW THREADS B •ND ••• • MU - (�••'•;�<ORID?`.•''.•\�� • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.QR 4:C S.S► • • • • • • isS' -"'•" CIG ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ••• •• • • • • • • • • A.LYNN�AtLLER,P.E. • • • • • • FL P.E.#5870.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE16A 2 Mullion Capacity Table bslltx Opening Width(fore rtiealA�6Parcrng nidliorls)or Opening Height Car hormrdaly-sPsnrlirg mtdtiorls) �� t iw SO In 60111 70 h 30 In 901n 100 m 120 in 140 in 160111 ,� 0 Rectanguta Tra(YTdang. Rectangula TraplTnang. ReatsngW-1 TreP/Tdang. eZeetargdar TreP7Tnang. ReelantNla Trnpfrnang. Rectsnpda T Tnang. Rectanpula T.15/76 ng. Reetan0uler Tmp7Tnang. RectangWa TrayTnarg. m 3.26"46 Loa&v Laadi g Lae&g L0edn9 Leading Leadtg L-ling Loading Leading Lmdng L.&g Laadn9 loadrg LOednp Loading Lmdng tcadng Lowing o� D EG.AL �• a r - a i a r z a r R m Z, a a = a a•. $ m a m 2> r '., a BAYMULL "� a3 0.e 8 ge X g Se °° 8B a Se o a. gg. Nv ire v v v a v de a3 v"� ci v tie v Lia u' ai v c a 3 S aS clg A b`e cis a�$ ri �a c v ran ffi _� sga �� < `L s E' °' rj d`ac s� a` i� a6 �� �� > Z wNC U-I �a W 42 in 170.0 520 170.0 435 +T0,0 744 170.0 478 170.0 858 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 527 1ro.0 1188 170.0 11 170.0 +735 170.0 521 +80.3 1s71 170.0 521 0 OJ J U) 4861 170,0 708 170,0 524 170.0 850 170.0 564 170.0 992 170.0 630 170,0 1137 170.0 681 170.0 1275 170.0 -7 170.0 1417 170.0 680 163.7 1837 170.0 E80 140.3 1637 170.0 680 122.8 1637 170.0 680 50.625 in 170.0 747 170.0 563 770.0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 7I7 170.0 1494 170.0 756 tp.1 1552 170.0 758 128.1 1552 170.0 758 110.4 1552 170.0 756 W B 54 in 17D.D 797 170.0 672. 770.0 956 170.0 691 17D.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 1552 1465 170.0 858 1203 1455 170.0 681 110.8 1155 170.0 867 97.0 1455 170.0 881 J m M LU 6061 1)0.0 885 170.0 791 170.0 1063 170.0 797 170.0 RID 170.0 876 157.1 1308 170.0 to 944 139.7 7309 170.0 996 125.7 1309 183.5 094 1048 1309 157.1 6HZ 89.8 1309 157.7 682 711.8 1309 157-1 962 F- L) z b'3 in 170.0 870 170.0 745 770.0 1118 170.0 650 1829 12p 170.0 940 112.5 1217 101.5 983 725.7 1247 1528 965 114.0 1247 1M.7 952 95.0 1247 138.2 536 81.4 1247 135.7 935 77.3 1247 135.7 935 D- z Z ad m x r� es m 170.0 974 170.5 789 170.0 1169 170.() 903 148.4 1190 183.7 905 129.11 1190 147.9 945 115.4 1190 136.5 Me 103.9 1190 125.4 974 88.8 1190 119.5 898 712 1190 118.1 883 84.9 1190 118.1 893 Z 2: w J sp 72111 161.5 1010 169.8 577 134.7 1010 14..6 858 115.4 1010 1272 _842 101.0 1010 174.7 828 89.8 1010 105.8 817 60.8 1010 88.8 807 57.3 1010 90.8 795 57.7 7010 67.8 760 50.5 1010 87.7 789 o` rcZ J 76:11 137.4 905 443.8 792 114.5 908 172.0 775 98.1 906 107.1 761 85.9 908 96.2 749 78.3 908 88.2 738 68.7 008 823 729 57.3 806 74.7 716 49.1 905 712 710 429 908 roB 708 N 74 in 127.1 861 1325 T54 1058 881 112.5 738 Wit 881 98.8 725 79.4 881 68.5. 713 70.5 561 B1D 703 63.6 581 75A 894 530 861 68.1 E81 45.1 861 51.5 675 39.7 081 63.7 672 3 z Q Q N r W k CL7 616 85.1 574 60.9 846 721 564 59.1 US 629 554 51.7 610 58.1 545 48.0 846 509 537 31.4 816 17.0 530 36.5 646 41.5 519 29.5 816 382 511 25.9 616 36.5 $07 - Q m Z .0 f- W i 1911 662 588 70.1 508 56.8 568 58.1 489 48.7 686 57.{ 181 126 568 45.0 483 37.9 Sea 41.4 476 34.1 Sea 38.1 47D 23.4 56B 37.4 459 21.7 566 30.5 452 21.3 568 28.7 447 _ a D Ild 60 g0 °' o 106 In 47.9 449 48.9 405 39.9 449 412 399 342 449 35.7 393 29.9 442 31.7 387 26.0 449 28.8 382 23.8 149 261 377 20.0 449 22.7 368 17.1 419 20.1 387 15.0 149 18.8 358 U-I Vr 111 in 14.1 425 45.0 385 78.9 425 37.9 ]79 31.5 425 328 373 27.6 425 29.1 357 244.5 425 282 362 22.1 425 24.0 356 164 425 20.7 350 15.8 425 18.8 313 _ ® 0 32 N 8 120111 34.9 361 35.5 331 28.1' 361 29.5 326 24.9 381 25.14 327 21.8 361 226 317 19.4 384 203 313 17.5 354 18.7 309 C9 U Q O O Fr W co 1". 20.2 253 20.1 233 76.8 253 17.1 270 a Z mO TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMUL 0 A: e�bLY Anehor Ca acIty Table IW (ANCHOR CAP. 1_ Scb.bale: 21kCoxrete 7.5kC9n0. Hol-MW FildCMU PTW00d Mew (DP,w)X`MULLK)NCAP."v,,,,/-ANCNOR(.AP� PRODUCT REVISED 5115^Eke 1/4.54 Eka N1C El.. 1/4•SS Et0 #70 Steal 6123tael 912 Steel a$Complying with the Florida Anahor Type: 3116•Eb.L"t,-n 114EEko(fl- UUM 3/16•El-Lft cm t/t•Eko(abnem AppreGatar 1111. AW.Geta Buew(05)screw•(GS) suee(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Code Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO At) Edea Pshnce OnT 1' 2-1rr 1• z•1m 3-+re• r 2-+rz• 1^ 21111 2' 1-114^ T 0.46• 0.54• 0.324• Noa-No. 17.0630.01 Embedment fink +-y4• +- 1�1• +a/a• 1254 +-va 1-114• 1•lie 1.114• +-:w• 1-vr 7 13/8• t-3/e- lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anna,D 5•Hirt O.C.I a)215 Argk Clips/(Fig.1} 380 ba 390 be 450 roe ago be s 270 roe 280 Th: 354 ou 740 bn 374 tba 7zo Iw 245Ib. 341 to 442 Ib. Seo Ib. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 An6e0a 73'Nin O.C./(27 215 Angle CUP&1(Fig.2F 700 bs Teo bs 799 be 167D bs m 546 the 5601bc wA 1 RD 11a Toe tib eeo 1W 1592 On 6829. gas It. 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED By 6 A.0-@ 271•MA O.G/(2)2x5 Anpb Caps/(F0.37. 11201be 1120101 958 be 2246 be e wA a1016a WA 10591b N'A 1320 9+e WA 10221bs U2T ba 1680 be CAPAOITY WHICH LION.IT ILL YMAY BE USED TO QUALIFYIELD A MINIMUM Mlam"-0 roduet Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: , 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIM S1dNS.SeMHSET321-23• • • •• t HOLES TO 3E DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSgHOWN ON:HELDrS 1-1-2� ��`:1 a �YN�yii��� •• • • • • • -125" 45° Ellif"0111ALE FIGURESSHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • •• • • • • •••4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW A • • • •• 3250" _�.:' No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063•TSAND BE A MINIMUM OF.125" - • • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 45•BAY 4= LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT L.fi45T 3"jJEW THRE JDS 6 Qj D MULLION - O •• TATE F THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEF1,1"S.S.OR 410 S.S.• • ••• •� .o'•, F �` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. • • • • • • ��i S/p E ` • • •• • • • • • • • • A./LyYNNA14Luk.�P.E.E. • • • • • • FL P.E.#58705 • •• •• • • • •• •• ••• • • • ••• • • I--1.250"--I o w �Zn - 1.0co" `- - 1.000" f--- n x 8� T uo 11.000" f { 1.000" .,25" 3 .125" 188" I oZ 2.750" 2.750" .125" .125" 3..125" .125' 25" N a 2.:16" C 2.000' .125" 2.000" 650• .500° x.265° 0 U 2 s U W 125' Z yN& W 375' .375' r I Lr .� -� I 101, T1, w J � _ U) 1"X 2`X.125'MULLK)N 1"X 2'X.375"MULLION 1"X 2.75'X.375'MULLION 1'X 2.75'X.650"MULLION 11X 3.125 X.5"MULLION 1.25'X 3.,80"X.265"MULLION 126'X2.11"X.125"MULLION rn � M 8 6063-T6 ALUM. 6063T6 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. 608376 ALUM. 6063-T6 ALUM. 6063Tfi ALUM. X-SECTION X-SECTION XSECTION XSECTION X-SECTION X•SECTION XSE011ON O 07 Z MLU& cD }.{r---.725' j'"1 f .126° "1 F"-.125' fn Z TABLE A z LLI e 2 STANDARD CLIP L ANGLE CLIP Dinsion Value(in) For Mullion: w _063-T6 ALUM. , 6376ALUM. _ w0iS1Z2.000" 25" 2.000" SECTION A 1.625 F J D. XSECTION 6063-T6LALUM. II .125' B 2.654 1•Alufl'1i11Un15• z t- U Q rn o� ,125' X-SECTION L C 0.895 Z O N Tube Mullion Q z Z-. o `m D 0.740 a I j Q .125"3 If I A 1.125 Z m 8 B --I.740"F-^- 1"X2"X.375' N W L)B 2'404 Aluminum e w -j vYi cYi1 5'500" CUTHeRETO .375" 5.000' C 0'� Tube Mullion .375" 3.125"---'"{ CREAT FCUP.SEE MIN. r8 �- .37w (L D 0.490 .. Z O MIN. DETAIL F,SHEET4 Y .338"MIN. ___ B 3.8000 1'X 275"`X 0 & r ------ r ------, A A I u-CUP A 1-_ -- -- -- .375 Alumin -' L_ _____� L-------- 6063-TBALUM. 2X5ANGLECLIP C 0.757 Tube Mullion PRODUCT REVISED TOPVIEW 606376 ALUM. D 1,-118 a1 com Iyin with the Florida L- TOPVIEW building Code STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 V X2.75'X NOA-No. 17-0630.01 DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE 6065-T6 ALUM. B 3.000 -650° CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Expiration Date 05/2612021 WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1/16. C 0.476 Aluminum SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED D 08.,6 Tube Mullion I Dy DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Miami- .01 roduct Contro DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5.17 FOR THE _ A 2009 TABLE B ANCHOR O.C. 1"X 3.125"X DISTANCE.MAXIMUM PGT Part* B 2837 .500'Alum .375" ANCHOR HOLE Mull Dimension(sheet 0) O 0.863 Tube Mull 5.500" DIAMETER:ANCHOR Mullion Std.Clip Offset Clip UClip Angle Clip D 1.137 375• MIN. DIAMETER V16'. MIN. 1"X 2"X.125"(5) 66605 666113M 6661118M 666243M 666511 M q 2.825 1-X2-X.375'(6) 666006 656114M 6661119M 666244M 666512M B 3.262 1.25'X3.188' --- ----- ------------ X.265"Alum - I ----- 1"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0• Tube Mull V X2.75'X.65d'(8) 66608 6a6?16M 4661A21Y1 6 246114 X6651 D 1.762 `\`111 v B t2s x2.11' �. ANY LYNN i -------- --I---1 D 1"X3.125"X.500"(9) 66637M d661116M 4661114114 1�� ,'�5M q 1.813 .121'Alum ` '�� F ------ -- J 1.25"X3.188'X.265'(12) 66641M 666f117M O68i11 6651 Tube Mull Q?•' `------ 1.26"X211"X.125"(18) 69370 WA NIA X66 ?M ;*( No.58705 '• * C OFFSET CUP NOTES: .125 60637 ALUM. I- TOPVIEW - 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESRTCT10N5�iR/�N dN�'�S SHELVE•'- • ���.(� b TE <C/� .740'-F--��1 • • • • • • i(�s''-F.ORIDP,.-•.\�\. r8 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE.IUB LOSA.IONG&:Ntjl•-LOQ E.C.D�TAUL�. i S/ - NG i • • • • • • • ASC IA .E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1.062"-' _ N I� 740' . a .385" s .125" --{F--.125" �H` 1 i< .062" I a K .438" I o Y w 4 00" .125"STANDAR CLIP .000` 2.625" 2.000" 6083.76 M. 2.125" U-CUP 2.000• 2X5 ANGLE CLIP 4.000" 12 1 X-SECTIO 6063-TB ALUM. u I 6063-T6 ALUM. X-SECTION .125" N .12 X-SECTION t 3 U .125" .25" Z N cv 031" LU .125'J U = CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J U) 125' DASHED BOUNDARY.SEE SHEETS 10-21)FOR THE Un .375" '15^ .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m 2 HOLE DIAMETER:ANCHOR DIAMETER+1/16". W � O N 1"X 4'X.125' 1" 4"X.375' 1 1"X 4'X T _375" i 5.500' 5,"0" 375" M U cO Ue MULLION M ION -MULUON CUT HERE TO 375• 6063-T6 ALUM. 6063-TS UM. 6083-T6 ALUM. 375^ 3.125"-�� _CREATE FLIP,SEE -��MIN. X-SECTION XSECTIO X-SECTION MIN I DETAIL F.SHEET 4 .375" Z W m eU s0�Yom• 1.594' 1.250" --- CENTEROF r-------- -----------� .375" - $ 7.594' aILLEP - --j I i-------, ANCHOR HOLE 1 I MIN. ❑ O vEauOa i I I 1 I aZ MUST LIE WITHIN - J (L 1 I I i I THE DASHED 1 I Q -I `- j BOUNDARY.SEE t 1 I- U Q rn m I I I I F SHEETS 10-17 I I Z ❑ N r I} m 2.875" --- --� Q FOR THE F i--------j rt z o0 I 1 I I I ANCHOR O.C. I 1 Cn Q o=0 1 i i i F DISTANCE I I U --- 3.25T o3.250" .100" 3.94• I I I I I MAXIMUM 1 I W O .100' 1 I I 1 1 ANCHOR HOLE 1 I Q' - �1 3.250" 1 1 I ___ i DIAMETER: I I _I U (n .100' L ______.� -------- ANCHOR �_____________________� U ❑ Q 0 0 DIAMETER a 1/18' Q- 0 0 •1�" .624" 2X5 ANGLE CUP g s;'O e:0 I�' .624• rt STANDARD CLIP U•CLiP 6083.76 ALUM. ..- u ;Mmd' ,620• �`' 820' 6083.78 ALUM. 6083.76 ALUM. TOPVIEW 1250" F-'1 250" CENTER OF ANCHOR HOLE MUST LIE TOPMEW TOPVIEW --i .820• 1� WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125"X 3.2S'X.100' 125'X 3.25"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as complying with the Florida 1.25"X 3.94•X.624" Building Code MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Nur Xn Dimension Value(In) For Mullion: 6005-TS ALUM. 6005-T5ALUM. g00ST5 ALUM. DIAMETER:ANCHOR DIAMETER lf16•. F .88 1 4"X F 1.938 1.25"X 3.25" BDA-No 17 17-0630.01 X-SECTION X-SECTION X•SECTION G 1.000 .125" G 0.500 X.824" Expiration Data 05/2612021 H 2.660 Aluminum H 1.438 Aluminum 3.469" 5.500" I 3.000 Tube Mullion 1 3.250 Tube Muillon By 2 661' VAL-. .375" .375' F 3.187 1'X4"X F 2.825 1.25'X3.94" Mlaml ade roduct Control MIN. 2G 0.757 .375" G 1.125 X.824" �1.377' 125H 2.430 Aluminum H 1.500 AluminumI 3.000 Tube 8'T' I 3.250 Tine Mul6aD F 2.250 1.25'X3.25' F 2.813 30•Ba MullG 0,750 X.100" F 2.875 45'Ba Mull .125' I H 1.500Alumilw.125, 2250' 1I1I 1TubeMuO0 30• 1 I I H I111 16 At\11 117/,3.250^ TABLED w45"BAY M _ �` QN N•• •• • PCT Part# 1 30'BAY MULLION 6063-Tg -------� �_ -----� • • t45r% hnMs1AI ••8083-T'B ALUM. X-SEC • • eef#)• • Mullion Std.Clip OffsetClip UClip An91eC11P %X•SECTION •• • X.1Ll AO) 89384 666111M M1122M 686241M 666518M z - TGLT.IF T CLIP • • • _*: No.58705 .125• ALOAT ••• • X. 5' 1) 610886112M 6661123M 886242M 668619M• .� �1„ TOPVIEW .375'T(i t) 68853 688112M 1;681123M 868242M 668619M _� 'NOTES: 5'X.tOD•(13) 20180120312 6661127M 6861124M 8682410M8665NSM 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 5'X.824`(14) 201811203156661128M 6681126M e662411M 0665116M � �•. ST TE 094•X. 'lilt 110162 8881117M 6661128M 658241M 888517M 9 WA wA NIA 6W5110M t7 '7,S�ONALN2)SEE SHEETS 10,11.13-15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. egree(19)••• • • rte(21) •BMW WA NIA WA 6685111M a A.LYNNIAt ,%I%,P.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • o- • • • v FL P.E.#58705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE EI, a Mull Dimension PGT Part# 125' -^-I ' F-125" o I U (sheet 0) Mullion Std.Clip U-Clip Angle Clip f �--.125 '1�. --i F-.125" c a o 2"X 4"X.25"(16) 66602 666261 M 666271M 6665112M Ll STANDARD CLIP U-CUP 2X5 ANGLE CUP2"X6"X.25"(17) 66604 665262M 666272M 6665113M 6063-T6 ALUM. 6os3-T6ALURf. 6063-T6ALUM.2.000" X-SECTION 2.125" X-SECTION 2.000^ XSECTIONNOTES: I N.125' .125" L x-125" U 1 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 w `m P1 a LL LL DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 0 LL' 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATEJ I U) HOLE LOCATIONS. L1.490"J w .. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N J U) 5.500" 2 m = CUT HERETO 5.000" 375' O W0 3.600" CREATE F-CLIP, 3MIN. m z M W 2.000' .375" _SEE DETAIL F, 7S rt .375' O C0 MIN. SHEETS MIN. (n z ----- ------------- w m = r--- ---------------� I --- N z g g sU I I I 31 CL iz ' Q 4.000' ' --- - I - re L---------I o Z r -I-- -I- 3.438' re 3.438' I z Z U Q 0, m .250" zz 2"X 4^x.2S I i 3438" i ' ~ Q z z N MULLION j i I 4f.375" Oa Q� o a0 6063-T6 ALUM. I n z" X-SECTION 1 I ' MIN. N Lu O Y 1 I ' I L---------------------� J y/ L_ --------------____J _____ / ® J 2X5 ANGLE CLIP _ H- J__ L STANDARD CUP U-CUP,6083.76 ALUM. O Q 2 z 0 O ' CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM, 4.3 m O aO .250^ WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2'X 4^MULLION SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW a j SHEETS 16-17 FOR THE ANCHOR O.C. TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. O �� � DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE O o - •� DIAMETER ANCHOR DIAMETER•1/16 WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER 11/16'. PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C._ as complying with the Florida 5.500' DISTANCE.MAYJMUM ANCHOR HOLE Bulding Code CUT HERE TO DIAMETER:ANCHOR DIAMETER+1/16'. 5.000' NOA-No. 17-0630.01 3.500" CREATE F-CUP, ,375" -.fit I---2.000'-� .375" SEE DETAIL F, _ I-^'375' Expiration Dat 5/26/2021 MIN. r-SHEET4 MIN. rt I MIN. i .375" By _ - - r---------------------1 Miami-!� eProduct Control I � I j I I I I I I I I I I I I 4.688' r8 r 5.438' +--------i 6.000' rt -j- T- j I I 111111!! .250' i I 5.438" ••I •• • • s • •.438: NY LY/y I I . . ........N. MULLION I I •• •• • • • • • • *; No.58705 , 6063-T6 ALUM. i • • • • • I _ .375" X-SECTIONI I MIN. I -- -- 0N% ST 0 -, , 000 000 4 STANDARD CLIP • • JyCUP • • • • • • 2X5 ANGLE CUP S -•... .250" 6063-i6 ALUM. • 806-78 AIi1M.• • • • 6063-Tb ALUM. 0 1 TOP VIEW USRD F•R 2'X18TeAWIOOt SH�E737 • • • • • • TOPVIEW //7S/ NAL 11�1�\ A.LYI�tSfihfLL�R,P.E. • 7oPVIEW • • • • FL P.E.#58705 • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE is SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n NC ANCHORS IN H=AD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION_ENGTH IS 72"AND THE OPENING WIDTH I532"+32+1"=65".REFERENCING SHEET 25.THE COLUMN USING ®� c --- - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE W!NDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 24' o a \ O -SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58:3 PSF AND WOULD mF FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS a= U' APPROVAL2-3 FROV1 TABLE 4A,SHEET 8,THE 1"X 2.75"X.650'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE •' 71. OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBSN . 04 LL _ MULLION LENGTH I 2)USE TABLE 4B TO FWD THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)912 ANCHORS AND THE 2X5 'g�° U F- , Q Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z wN W W sEE O = I DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUL_ION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL � SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? In 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ILE _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 FSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W O� F NO ANCHORS IN WINDL..LTH L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: M W 3Y f- co ZI . 636 LBS .(60 PSF)X =524.9 L85 (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)G WIDT72.7 PSF Q S z g I 8 U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A -0 DESIGN PRESSURE OF-50.0/-55.0 PSF. D aZ n_ FOR THE VERTICAL MULLION: Z~Z Q p1 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1'®106"AND THE OPENING WIDTH IS 36"+36'+1"=73".REFERENCING SHEET 25, Q Z N r THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL F- U) EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. � W 7i a LU 0- SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1-X 2.75"X.375"MULLION(LENGTH-106",OPENING WIDTH=80�MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+F15.1 PSF g cn MULL WIDTH—I r- SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 12A,SHEET 16,THE'2-X 4"X.250'MULLION(LENGTH=108',OPENING WIDTH=8(17 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS W O a t Z FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. '9 ,. 10 s0 32' SEE ITU BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2"=74",NOT 73"AS PREVIOUSLY FENESTRATION DETAILS, PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATNELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED - APPROVAL _ 24 _ THE 73"DIMENSION(351/2"+35-112'+2"=73"). as com Ing with the Florida ' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Budding ode CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 vER Cx l w USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Q Expiratlon Date OS126(202'1 MULLION -�SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. w LENGTH DETAILS, DETAIL E, Y 6 OPENING SHEETS 24SHEET 3 FOR THE HORIZONTAL MULLIONS: ¢ B w Miaml-pda Product Contra HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR waN, HORIZ MULLION TYPE COULD BE CHOSEN. rn MULLION TT ~ 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72'+r=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALURIANGULAR LOADING MAY BE =U' USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(@ LENGTH=42",OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+,'-170,0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B" Z SHEETSWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2.3 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"CINES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w TS ANCHOR CAPACITY OF 521 LBS. •• 000 • ! • • • •• � � �� NY LYNN 38",HORIZ IlLr HOwZ _I 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, THE SAFE AN"R MkPArITYOF621 TBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR 14f--MULL LEUGTH NULLLENGTH—'-III CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND REFn SL:rAI:E,FOR;HEIRKWIREWNCHOR CAPACITY REQUIREMENT OF 521 LITS-THE Z OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. •• ••• •• • • • ••• _*- No.58705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: a /; +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; H +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTIMkL MLI•.YC�J(INTERS`CTIOW,• 000 _ '0•• ATE F _" ; _ THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALAFIVE MLALIONS. • • • ••• ••'• _ ��CCS '•.�ORtOP..•'G���` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED�THIS MULMN SYSTEM.OHE LOWt_R 6SIGN 004URE,OF MULLIONS OR FENESTRATION �' ;S,��NAt E�� 1 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRE u RE ES T HAr THE BOTH•HE MUWOtbAN THJ FENESTRATION PRODUCT BE INSTALLED IN a A-L I(IiIIIIILLEFi,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FEREST RATbN PRODUOFS TO MIJ LION. U FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • EXAI,IPLFS OF RECTANGULAR LOADING: EXAMPLES CF TRAPEZOIOAL'TRIANGULAR LOADING: I a 2 6i O PW PW m z PW n / I t SWDH SH/DH SH/DH PW PW ❑ U, `�L0 ~ SH/DHy 1 Z N w 1 W j =. 4 I I / / w n COI i / C, OO1 / / _ W B = / O W o W LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I Fm=- co w SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I HINGED Z DOOR 0S - SGO z m eU I LOADING OF VERTICAL MULLION w 2 m sp PW j J W A 12ZLOADING OF HOZONTAL MULLION LOADING OF HORIZONTAL MULLION Q EL RIh PW J I Z N m X CD cc i PVJ a W d go m PW o i PW (1) (D n / IPWZ77 ® 2 0 N SH/DH 0 SHIDH SH/DH SH/DH i U Q O D ZW m0>O j SFUDH PRODUCT REVISED / THR es complying with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION B" -Ho CodeSILL OF WINDOWS NOT ANCHORED" WITH INTERSECTING VERTICAL MULLION OA-No. 17-0630.01 pW PW I Expiration Data 05/26/2021 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By ! I MULLION Mia a Prot uct Contro I P HINGED 1 NOTES: DOOR PW PW I j 1)DRAWINGS ARE I RERESENTATIONS OF TYPICAL i PW CONFIGURATIONS. I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM O / / / / / THOSE SHOWN. I / / i • •• : •• • •2)IF THE LOADING TYPE CANNOT .`�ANY LYNA/'�''�,� • • BE DETERMINED.USE Ka E / •• • • • • RECTANGULAR LOADING. N-C NSP �C PW pyY I • 000 •• • ••• • • ••• 3)SEE PRODUCTS'APPROVAL FOR \* No.58705 / ACTUAL ANCHOR LOCATIONS. -*' LOADING OF VERTICAL MULLICN LOADING OF VERTICAL MULLION TA PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 / I g • • • i • 0• • • i�S '-FLORIDA.•'-G\?: I • • •• • • • •LOADING OF H•R12DNTAL TINAI- MULLION NG OFVER=ICAL • • • MULLIOW A.F NP.E.#58875.E. • • • • • • • • • • • •• •• • • • •• •• t ; M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 F ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Indus ri 1070 Technology Driv •L} North Venice,FL 34275 i 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 Mlarrikepade Nanty'resma.�. the right to have this product or material tested for quality assurance purposes. ff this pro4n dr.material- fails to perform in the accepted manner, the manufacturer will incur the expense o serol testing a'n'd the Am*•' may immediately revoke, modify, or suspend the use of such product or material•,Wlthin the g j lrisdictiomit.. .RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade Cdunty 104i4Ct Con117.0.1. Section that this product or material fails to meet the requirements of the applicable 4xikling coda. ..:..' This product is approved as described herein, and has been designed to compl9•wtdi the Flerida•Buildiag.:. Code, including the Hi h .-tcane one. �":': � '� • DESCRIPTION: S W-701/720/820"Aluminum Fixed Window-L.MI. ;••••• • • .. ... APPROVAL D UM Drawing No. MD-720-820.1 ti " ' in oW InAallatip 91a delines''l, • sheets 1 through I l 0 vision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision,stamp with the Notice of Acceptance number and e Miami-Dade County Product Control Section. MISSILE IMPA TING: Large and Small Missile Impact Resistant LABELING: Ea"h unit shall bear a permanent label w' acturer's name or logo, city, state, model/series, and fol o rami- ale County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 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. 17-0614.11 MIAMI DADE C=NTl% Expiration Date: February 19,2019 a Approval Date: October 12,201 age I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 - .... ...... 3) Cyclic Wind Pressure Loading per FBC, TA,.Ii 2D3-94.. . .• along with marked-up drawings and installation diagram of VPW slid'omg *glass door;:• a PVC fixed window and an aluminum sliding glass door, usip ::Itodispact 4SG rES... spacer system, Duraseal"' spacer system, Super Spacer®NXMspoacer Syst aft and • EdgeTM spacer system at insulated glass, prepared by Fenestration;Testipg-k boratorl,..' Inc., Test Reports No. FTL-8717, FTL-8968 and FTV--8970, datte6l1/1611.5 - 06/07/16 and 06/02/16 respectively, all signed and sealed by clal res Ortega P.E. •• (Submitted under previous NOA No. 16-0629.14) 00000*0000' 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94•• e ••••• ••• 2) Uniform Static Air Pressure Test, Loading per FBC, T'AS'202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor v motion_ s an tural analysis, complying with FBC-5t'' on (2014) and FBC-6"Edition (�t11 15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Mille ,P.E. 1. 2. lies 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 AwiVica; Ine..&k t4leir •; "Trosifol® Ultraclear, Clear and Color PVB Glass Interlafi••ps"dated 0f1l9/17, expiring on 07/08/19. .. •••••• .... . . 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray An erieu;Ine.�fortgeir ..... "SentryGlas®(Clear and White) Glass Interlayer"dated 16:25015, expMh on ••'••• .. .. ... ...... 07/04/18. •• 3. TREMCO Part No. TR-14271E EPDM exterior glazing gaslfet Maplyi!T with the ..... following: ; • a) ASTM C864 Specification for Dense Elastomeric Compression Seal•daskets, ' Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 Ib/in. Jorge M. Plasencia,P.E. P uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and F8C-6th Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. •..••• •••••• 5. Laboratory compliance letter for Test Report No. FTL-7212 dated 03 f 21/1.3, signed.' and sealed by Marlin D. Brinson, P.E. •••••• (Submitted under previous NDA No. 13-0502.03) ;•••• 6. Laboratory compliance letter for Test Reports No. FTL-30& +rid FTL X830, dated. 07/18/03 and 07/31/03 respectively, all signed and sealed by IMtpli C. Qhan;P.E. **:600 .. .. .... (Submitted under NOA No. 03-1105.01) ......•••• • G. OTHERS 1. Notice of Acceptance No. 16-0629.14,issued to PGT IndustriM•s for their Re cs"PW- • 701/720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/1eant expiring on 02/19/19. F Jorge M. Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-3 -RESISTANT GENERAL NOTES:SERIES 720/820 IMPACT _ PRODUCT REVISED DESIGN PRESSURE RATING IMPACT RATING Building Code ' VARIES, RATED FOR LARGE&SMALL NOA-No. 17"0614.11 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY �THE SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 'HE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDI - Expiration D e 02/1912019 HI HURRICANE ZONE(HVHZ). 48'TIP-TO-TIP WIDTHBy 47"BUCK WIDTH cg^BUCK WIDTH Lf 48"BUCK WIDTH Mlami- de Product Control ,2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE 44-1/4"VISIBLE _ 45-1/4"VISIBLE 45-'/4"VISIBLE. HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH LIGHT WIDTHLIGHT WIDTH (-� --� 6"MAX. D,SHEET 7-I Imo- 6"MAX. F,SHEET 8H,SHEET 9 I 2-MAX. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYFF B,SHEEP 6 MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A C C E,SHEET B I E,SHEET 8 4}ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED SHEET 6 I SHEET 6 95" SHEET 7 SHEET 7 G,SHEET 9 i G, HEET 9 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS BUCK 96. JR-06/06/17-UPDATED INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X HEIGHT BUCK _ ANCHORAGE TO FBC 2017 ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SH �,—f------- I HEIGHT T BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTU I 92-1/4" 93-1/4" WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILI 14. VISIBLE 12"MAX. / 93.1/4' / VISIBLE LIGHT OF TME ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). O.C. I .LIGHT O.C. I / VISIBLE / HEIGHT LIGHT HEIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND W I / HEIGHT I / I 96" ' DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT96,. BUCK LU i ZZ U N NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TI71P FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP I 5"MAX. I HEIGHT W 0 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT i O.C. i C> INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE - I E u9 O O OF THESE INSTRUCTIONS. 1y yi N aloo O V4 OJ r� ay UJ N 6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TT J O y Z TB r THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE TT 6• T F,SHEET✓� Z LL <Oo o o UJ uwo.p p OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST I B-�-{ 12 _ J D-� I+- 12"MAX.O.C. J H,SHEET 9 W_ BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6'MAX. SHEET 6 SHEET 7 2"MAX. U U O ®� � S MAX.O.C. H Z 1? �� D 'oN THE WINDOW. P.FLA �_ TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o U.1 Y 7)DESIGN PRESSURES: ELE O TESTED NIT ELEVATION(TESTED UNIT) (TESTED UNIT o z v a O O .- A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICVCLE TEST Q Q O PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. J > B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE 1: "'1 lU STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK H W PER ASTM E1300. GUIDE TO SHEETS: MAK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. GENERAL NOTES........................1 '�v,/ ANCHOR SPACING TO BE 6"MAX FROM CORNERS AND 12"0.0.MAX FOR ALL CURVED FRAME 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................i / \ MEMBERS,SEE FIGURE 1,THIS SHEET. # F H RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS ..................2S < O O Z DESIGN PRESSURES GE.............2-5 12'O.C. )� WIDTH '•{ F'�-WIDTH-�-{ wlpn-l—.-.I I—WIDTH --{ Q o Z j0NCC1':4' PRESSURE.THE 33-1/3'/a STRESS INCREASE HAS NOT BEEN USED IN ___ __ ___ �- _ _ LL _ JINSTALLATION,FLANGE.............6 MAXTHE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS T r , r Tr , O USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,EQUAL-LEG.......7 .COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT.FIN A.........B Y2 ! yp THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION,INT.FIN 6...........9 W �. W w A" w v X 53 CORNER ASSEMBLY...................10 CORROSION RESISTANCE. EXTRUSION PROFILES._.............1t MAX6' _11 = =11 =y I I lt.. U PARTS LIST.......... J_ 1 L J 1 L_ _J alili •osa0 zave5 9)REFERENCES:TEST REPORTS FTL-3635,3850 8 7212;ELCO """"""""-'�-----11 ULTRACON NOA;ELCO CRETEFLEX NQA;ANSVAF&PA NDS FOR - I WIDTH =1 I+WIDTH WIDTH-_^{ F-WIDTH WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: ��•-- i- T-1 r- -1 T!- 1 ��Q'c1Y LYNA( �•,, 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES TTPe Descd n # � • •• • • • Sheet •• • • • • C7 �' I O e1: 1.ICEN,gf'••��Cn USES AN SG(NTERLAYER.THE 720 AND 020 SERIES MAY ALSO BE QT P�% 1 7/ "Lal l 16"An..090"PVB-3/16'HS) w NO.58705 REFERRED AS THE 701 SERIES. 2 /16"Laml 1 =11 •• ••• ••• ••• •` • ••• s1 'k: *_ CODESISTANDARDS USED: 3 1.1/16'Lauri.IG(3/16'T-7116'Ak-3116'An-.090'PVB-3l15"HS 2 1 lL_ _J L. _� 4 1-1/16'Lemi.IG(3/1V T.7116"Atr•3I18'HS-.09D'PVB-3l16'HS 3 WIDTH�-{ WIDTH-�{ •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION ___ 6 T/1G LaM(3/16"An•.090"SG-3116'An 4 I---WIDTH•-{ �-' F--WIDTH�{ •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 6 7/16"Lath ib"HB-.090'BG-3/1 B'NS - -5 - �� - --• i•• • f - -1 T(---- - - T eASTM E1300,09 7 1-1H6'il.IG 3/16'T-7/16"Air•3I16'An•.090'SG-3l16'An 4 • I•I • • • • • _ �iF •....... •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 8 1.1/16"Lauri.IG i6'T-7/16"Ah•3I18'HS-.p9p'SG-318'HS 6 •�_ • • ¢�s • • � �•• • G rt 1 O 1® '17,,10NAL E?G�� .ALUM NUM DESIGN MANUAL,ADM-2015 - •m •• '• • • • �• t" • _ _ /1f/I 11111 •AISI S100-12 'SG'_"KURARAY SENTRYG® INTERLAYER'BY KURARAY AMERICA,INC. •AISI III M1 'PVB'=-KURARAY TROSIFOL PVB INTERLAYER'BY KURARAY AMERICA INC. L • • • 1 • i A.LYNN MILLER,P.E. 1. PE_*68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED TABLE 2. as complying with the Florida Building Code Window Design Pressure(+/-,psf)for Glass Type 1 NOA-No. 17-0614.1.1 Lmg Side(in) _ 7116'LAMI NATEO 67-718 72 80 84 88 92 96 100 104 109-V2 GLASS STACK Expiration Date 02/19/2019 30 +1-80 +180 +i$0 +1-80 +180 +1.80 +1-80 +1-80 +/-80 +1-80 +1-80_ By +1-80 +l80 H$0 +180 +/-80 +1$0 +/-80 +I-80 +1-80 +/-80 .090"PVB INTERL R Miami-D a Product Control 34 +1-60 +/-80 +!-80 +/-80 480 +180 +!80 +1-80 +1-80 +1-79.8 +1-79.4 3/16"HEAT STREN THENED CLASS 36 H-80 +180 +/$0 +180 +/8C +l$0 +1-79.7 +1.772 +/-75.1 +1-73.4 +1-72.2 3116"ANNEALED GLASS 38 H80 +f-fi0 +780 +180 +/80 +f-78.1 +f-75.2 +1-725 +/-70.3 +1-68,5 +156.3 40 4-60 +1-80 +I$0 +!-79.8 +/-77.2 4-74.3 +/-71.3 +1-6T9 +I85.1 +7$3.4 N$1.6 4 11 42 +180 +1-80 +7-BO +1-77.4 +1-74.3 +/-71.3 +!.68.2 +1-64.7 +151.6 +/-59.8 +l-58.2 44 +I-8f1 +f-80 +!-78.9 +1.75.4 +f-721 +1-68.9 +1.65.6 +1-622 459.1 +/-57.5 U ED AT CURVED 46 +1-80 0-80 +1-77.2 +1-73.6 +/-70.1 4-668 +183.5 +180.3 +157.7 FRAME EMBERS ONLY 2g 5!8" Q 1 -7/8"O.C.MAX. GLASS BITE I- LONG SIDE 48 +180 +1-79.3 +1-75.6 +1-719 +1-663 +/-64.9 +1.81.5 +!58.2 -[- N 50 +1-80 +/-77.5 +!-74.1 +1-70.3 +/-66.7 +1831 +1-59.7 52 +i-79.1 +1-75.6 4-72.4 +1-68.8 *I-65.1 *I5t5 13 SHOR NO CHANGES THIS SHEET. 54 N-77-4 ?+-73.fi ar.70.5 +187.3 x1-63.5 EXTERIOR 510 '� 58 +/-75.8 +1-72 +188.6 +i-65.3 20 13 58 +f-742 +1-70.3 +!86.8 60 4-727 +/58.7 +1.65 62 +1-71.2 +1-67.1 GLASS TYPE 1 64 +/-69.7 +1-65.5 �� LONG SIDE -� 66 +1.68-3 67-718 +157 Y U SHORT LU > SIDE N U) .nab w � a O N o& aloo O N z� TABLE DIMENSIONS MAY BE -1 c"i o a W n ORIENTED VERTICALLY OR O ti Z Fe TABLE 3: HORIZONTALLY AS SHOWN. Z o W 1A1O'0 Window Design Pressure(+1.,psf)for Glass Type 3 U U o a Lmg Side(in) I �Z a t�.1< U 9M0 67-718 72 76 80 04 88 92 96 100 104 109-112 1-1/16'NOM. LL M 30 +l80 +1$0 +1$0 +/80 +180 +/80 al$0 +1-80 +1-80 +I-80 +f$0 GLASS STACK I �J 4.�- GLA711 LAMINATED Z � I, GLASS STACK �' �Z rn o O Cl) 32 +1-80 +1-80 +/$0 +1$9 +/80 +/$0 +1-60 +/$0 +/-80 +/-80 +/-80 3116"HEAT Q 11� O 34 +1-80 +f8o +180 +1-80 +180 +/80 +150 +1-80 +!-80 a/80 +180 STRENGTHENED GLASS J 36 +1-80 +180 +1$0 +l$0 +1 so +180 +1-80 +/80 +1-&1 +1-80 +180 3116'TEMPERED GLASS ,J N $8 +f80 *!80 +1-80 +180 +/80 +180 4-80 +180 +1-79.4 +1-78.4 +1.74.3 3118"ANNEALED GLASS f- 40 *f-90 +180 +/80 +1-80 +180 +1.80 +l-80 H-7fl7 •/-73.5 r1-70.9 +189 7/16"AIRSPACE SHORT rn W Iaa45 090'PVB of 42 +1-80 +180 +1$0 +l$0 +780 +180 +1-77 +/-731 +189.6 +1$6.9 +155.2 11 INTERLAYER SIDE ® # Z O 44 +1$0 +1-80 +180 +180 +180 +1-77.8 +f-74.1 +1-703 +1$7.5 +153.9 3 V) Z 48 +/80 +1.60 +1-80 +1-80 +1-79.2 H-764 +1-71.7 +1581 +/85.i 5 O 48 +f80 +1.80 r! +180 +1-T7.2 +/-73.3 +1-69.5 +1558 USED AT CURVED Q Z of 710 50 +7-80 +f80 +7-80 +1-79.4 +1.75.3 +1-71.3 +1.67.5 FRAME MEMBERS ONLY 29 SS E GLASS SITE 52 +180 •7-80 +180 *1-77.7 +1-73.5 +189.5 11-7l6'O.C.MAX. LONG �' Z N 0 54 +180 +180 +/-79.6 +1-76 +1-71.8 1-3 O 66 .+f80 +1$0 +f-77.5 +/-73.8 SIDE U W N 58 +1-80 +!-79.4 +/-75.4 EXTERIOR X W 0-Q. 80 +f$0 +1-77.8 4-73.5 a { g i� O 62 +180 +l-75.8 7`•+7 21 13 apt sa0 nU., 64 +/-78.8 +1-74 •• ••• •GL#ASS?YP6i3• •• \\% f" LYN/yf'1j�, 88 +l-77.2 • • •Ti • • SHORT I- ��` �Q ........ • • •• • • • • • l� ��,.-' t,1GEN '•.�� i 07.718 +7.74.9 SIDE• •• • • • • ••• • � Q:• ••• ••• ••0 ••• 1 • ••• * N0.58705 NOTES: • • •• • • • • • • • • 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. • • • • • • f 1 j!I I i i X11 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. P.E#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida TABLE 4: Building Code Window Design Pressure(+/-,psf)for Glass Types 2&4 NOA-No. 17-0614.11 Long 511e(in) Expiration Date 02/19/2019 67-7/8 72 ___7_6___T_80_ 84 88 92 96 1 100 104 1 109-1/2 1 112 116 120 124 128 132 136 140 144 By 30 +/-80 -1-80 +1-80 +1-80 +180 +150 +180 +i-80 +180 - -1-80 +180 +1-80 +180 +/80 1 +/A0 +1-80 +/AO +1-80 +1-80 +i-B) Miam1-Da roduct Control 32 +1-80 +1-80 +1-80 +1-80 +l-BO +150 +1-80 +1.80 +1-80 +1-80 1 H-80 +/80 +1-80 1 +180 +1-80 +1-80 +1-80 +180 +1-80 34 +/-80 +1-80 +1-80 +1-80 +/80 *150 +/-80 +150 +1-80 +480 +/-BO +1-80 +/80 +180 +180 +/_80 +/AO 36 +150 +1-80 +/-80 +/-80 +1-80 +1-80 +/80 +IAO +/-80 +1-80 +!-80 +180 +180 +fAO +1.80 +;-W 38 +/-80 +1-80 +180 +/-80 H80 +180 +1-80 +/-80 +t-80 +/-80 +180 +/-80 +180 +183 1 40 +180 +1-80 +150 +1-80 +1.80 +180 *1-80 +150 +1-80 +1-80 +150 +IAO 42 +180 +r80 +1-60 +180 +180 +/80 +1A0 +1-80 +180 +1-80 +!BO 44 +180 +150 +/80 +180 +1-80 +180 +180 +/-SO +1-80 +fAO 46 +1.80 +l80 +150 +1.80 +1-80 +1.80 +/-80 +1-80 +150 48 +150 +180 +i-80 +1-80 +180 +180 +1-80 +180 50 +1-80 +180 +1-80 +180 +/80 +150 +180 g 52 +150 +180 +1-80 +180 •180 H-79.1 NO CHANGES THIS SHEET. 54 MAO +180 +180 +180 +1-78.8 56 +1-80 +f80 +180 +1-79.1 ( - 56 +r-80 +180 +1-80 1 - 60 +180 +180 +1-79.3 62 +180 +/80 64 +180 +180 66 +180 0 0 67-7I8 +180 LU Y NOTES: ] 11;BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, u' 0 r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ui mak' O a 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. E } ale0 O N C7 N z w ir cp ofA 0 rw 0I LL 0o a H Z '(p r J �Mo,O O Z cO S w U U Iuts1 cc � �N 1-1116•NOM. TABLE DIMENSIONS MAY BE o> OM6 7118"LAMINATEDLL GLASS STACK GLASS STACK I ORIENTED VERTICALLY OR r a a Z N T 7/16'LAMINATED O O GLASS STACK LU 0 HORIZONTALLY AS SHOWN. Z u F, W O 3116•HEAT STRENGTHENED GLASS LONG g Q M .090'PVB INTERLAYER 3/16"TEMPERED GLASS SIDE J 3/16'HEAT 3116•HEAT STRENGTHENED GLASS L,,,� r - LONG SIDE STRENGTHENED GLASS 7116'AIR SPACE .090"PVB INTERLAYER I ® (n LU laays 3116"HEAT STRENGTHENED GLASS • � JIL-. N Z of 11 SHORT # �i In F_ 4 11 5 SIDE O W Z USED AT CURVED USED AT CURVED + SHORT I LL Z I, 'l. FRAME MEMBERS ONLY yg 518" FRAME MEMBERS ONLY 29 `'/8• J— SIDE I� O 00 Q 11.7/8'O.C.MAX. GLASS BITE @11.7/8"C.C.MAK GLASS BITE r Z r co 1 3 _ 1-3 X W (L a EXTERIOR EXTERIOR F+-- LONG SIDE —� } l91 O T efYlasa0.—S. � 20 13 s- 21 13 ! • • • • SHORT • PON �•�0k1Y LY��yGLASS TYPE 2 GLASS TYPE 4 SS 1,10ENgF • • • • • • s • • _* No.587,05 •• ••• •• • • • •• L____j j J.- /VI /� SHORT '� fl :•(V� SIDE �O�•. ST O • • • • • • • s • ''iS��NAL iEN�`� • • • • • • • • • • • • •• • • • • • • • • • • • • • • till A.LYNN MILLER,P.E. P.E.1f 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABROD ._es: PUCT REVISED Window Design Pressure(+1-,psf)for Glass Type 5anI Building 1CodeY nth the Florida Le Side(in) 7116"LAMINATED i Building 17.0614.11 67-718 72 76 80 84 88 92 98 100 104 109-tf2 GLASS STACK -� I Expiration Date 02/19/2019 30 +901-125.4 +901.120 +901-115.51+90'-111.5 +901-108.5 +90/-'06 +901-1045 +901-103.5 +901-1025 +90/-100.7 +90'-97.9 32 +90/-118.9 «90'-I I a 8 +901-105.3 +90-10'.6 «901-987 +001-95.7 +901-923 +901.90.5 +901-90.3 +1-89.9 +1.89 .090"SG INTERLAYER By 34 +901:08.9 +901-103 +9C/-96.8 +901-95.1 +90/.9tb H-88.2 +1-84.4 +1-81.5 +/410.1 +/-79.8 +/-79,4 Miam-Dat roduct Control o +1.73.4 +1-722 3/16•ANNEALED GLASS`) 3/16"ANNEALED GLASS 38 +g0/-iG2.6 +9d-97,1 +901-928 +/-88._ +/-85.5 «/412E N-79.7 +1-77.2 N-75.1 r 38 +901-98.4 +90f-92.2 +1-86.7 +1-812 +1-80.7 +1-781 +1.75.2 +1-725 +1-70.3 +1-68.5 +/46.3 40 +901-94.6 +/68.2 +/-82.8 +/-79.8 *l-Ti.2 +/-743 +1-71.3 +1-67.9 +1.65.1 -/-634 +/-61.8 4 11 42 +901-91.3 +/-84.7 +/-80.7 1 +/-77.4 +1-74.3 +/-71.3 +1-68.2 +1-84.7 +181.6 +1-59.8 +1-58.2 USED A7 CURVED 44 +1-88.3 +/42.4 +1-78.9 +1-75.4 +1-721 +1889 H-65.6 +/-622 +159.7 +/-57.5 FRAME MEMBERS ONLY 29 518" 46 +1-854 +1-80.8 +/-77.2 +1-73.6 +1-70.1 +/-66.8 +163.5 +1-%3 1 +/57.7 @ 11-7/8"O.C.MAX. GLASS BITE 48 +1-827 +1-79.3 +/_75.6 +1-71.9 +/-68-3 +14'14.9 +;_81.5 +1-582 �-�-- LONG SIDE 50 +1$0.9 +/-77.5 +1-74.1 +/-70.3 +1-66] +/-63.1 +159.7 1-2 e �� $ 52 +1-79.1 +1.75.6 +/-72.4 +1418.8 +1-65.1 +1-61.5 f° 54 +I-77.4 +/-73.8 +1.70.5 +1.67.3 +1-63.5 EXTERIOR SHORT NO CHANGES THIS SHEET. 56 +1-758 +/-72 +/68.6 +/-65.3 20 13 SIDE 58 +1-74.2 +l-10.3 *168.8 v- 1- _ 60 +1-727 +156.7 +/65 GLASS TYPE 5 62 +t-71.2 +1$7.1 64 +i 69.7 +1.85.5 66 +1418.3 �- LONG SIDE 87-7/8 +167 Y CJ SHORT ? W <- CO SIDE - N 3: � w i � d 0 o 0 CN TABLE DIMENSIONS MAY BE OJ r�i W , N TABLE 6: ORIENTED VERTICALLY OR 0- o Z T9 � Window Design Pressure(+f•,psf)for Glass Type 7 HORIZONTALLY AS SHOWN. Z to F,a Lu 1AtOJ0 2 Long Side(in) U U o ®! O � N 67-7/8 72 76 80 84 e6 92 96 100 104 109.112 1-1116'NOM. �y � a W I S i C7 0M0 30 +90/-130 +901-130 +901.130 +9w-126 +901.122.6 +90/_119.8 +901-118.1 +901-117 +901-115.8 +901-1127 +901-109.9 GLASS STACK 7/16"LAMINATED 0 Z v g Q 32 +901-130 +901.125.1 +901-118.9 +90%114.8 +901-111.5 +901.108.1 +90/-104.3 +901.102.4 +90/-102 +901-101.4 +901-99.7 GLASS STACK '- 34 +90/-123.1 +90/•118.4 +901-111.7 +90%107.5 +901-103.8 +90/-89.7 +90/-95.3 +901-92.1 +901430.5 +1430 +/-89.6 F- W C) 36 +90/-118 _-109.8 +90r-104.8 +90/-100.5 +gpl-86.6 +90f-933 -/A0 +/-87.3 +/-84.9 +/-82.3 +/-81.2 3116"TEMPERED GLASS 3/16"ANNEALED GLASS J m 38 +901-111.2 +90/-104.2 +901-97.9 +901-94 +901-91.1 +1-58.2 +1-84.9 +141.9 +/-79.4 +/-76.4 +/-74.9 3116"ANNEALED GLASS Q F- 40 40 +90/-106.9 +W.99.6 +W-93.4 +90f-90.1 +/- _90.1 87.2 +/-84 +140.5 +1-76.7 +/-73.5 +/-70.9 +!-09 7/16"AIR SPACE SHORT $ ~ 1-7-745 42 +90i-103.2 +901-85.7 +901.91.2 +/47.4 +1.84 +/40.6 +/-77 +/_73.1 +/49.8 +/48.9 +/4 m z5.2 .090'SG INTERLAYER LU SIDE ® Z _ 44 +901.99.7 +901.93.1 +1.8.9.1 +/-852 +/-81.4 +/-77.8 +/-74.1 +l-70.3 +/47.5 +/43.9 11 r 46 +901-99.5 +90/-81.3 +147.2 +/43.2 +/_79.2 +/-75.4 +l-71.7 +1481 +/45.1 5 1 O CO Z 2 48 +901-93.5 *149.6 +/45.4 +141.2 +/-77.2 +l-733 +149.5 +(-8S8 -_L s m 50 +901-81.4 +1.87.6 +/-83.7 +/-79.4 +/-75.3 +/-71.3 +1.67,5 USED AT CURVED Q Z 52 +/-89.4 +145.5 +141.8 +I-77.7 +1-73.5 +1.69.5 FRAME MEMBERS ONLY 29 04C4 rn @ 11-7(8'O.C.MAX. GLASS SITE U Z +/47.5 +/43.4 +/-79.8 +1.78 +/-71.8 . 1-2 I LONG w r 5 + +1-7.5 +/-73.8 SIDE+1.856 1UW 58 +143.8 /-79.4 -75.4 LU LLCL X W D.n. 60 +1421 +1-77.6 +1-73.5 EXTERIOR LL 62 +140.4 .1 LL 21 13 opl H-0 sauag 64 +/ \\. 66 +/-772 •• ••• • 57LA�TYPE 7 .�` p1V LYN_!y ''•. 67-7/8 +/-74.9 • • •. • • • • • ••• SHORT ��Q• 'IGEN '��� • • SIDE \ �1.•' U SF '• * No.58705 -•0 i (X 1 S44i = NOTES: • • • • • •• •• • • �''S70NAL EN 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. •- • • • • • • • • • ' /11 I 1 I 1 11 I\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • •• • • • • • • • • 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WRHIti • • • • • 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E.#58706 ••• • • • s ••• • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida TABLE 7. Building Code Window Design Pressure(+/-,pso for Glass Types 6 8 8 NOA-No. 17-0614.11 Long Side(in) Expiration Date 02/19/2019 67-7/8 72 1 75 80 84 88 92 96 1 1C0 104 109-112 112 116 .120 124 126 132 136 140 144 By 30 +90/-130 +90/-13G +9(1'-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/-130 .901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +9W-130 +901-130 +90/_730 +90/-130 Miami-Dad roduet Control 32 +901.130 +901-130 +0011-130 +901-130 +901-130 +901.130 +901-130 +90/-130 +90/.130 +90/-130 +901-130 +9W-130 +gp1-130 +901.130 +gW-130 *901-130 I +9W-130 +90/-130 +901-730 +9011-730 34 +9U-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 1 +901.130 +90/_130 +901-130 +901-130 +901-130 +901-130 +901-130 +9W-130 +901-130 1 36 +901.130 +90'-130 +9011-130 +901-130 +901-130 +901.130 +901-130 +901-130 ! +90/-130 +90!.130 +901-130 +9W-130 +907-130 +901-130 +901-130 +901-130 ' 38 +90/-136 +901.130 +9011-130 +901-130 +901-130 +90/-130 +90/-130 +901.130 +901-130 +99-130 +90/-137 +901-130 +-901-129.2 +901-127.3 40 +901-130 +901-130 +90/.130 +901-130 +991-130 +901-130 +901-130 +90/-130 x90/430 +90/-126.8 +901-1232 +90/--1122 42 +90/-130 +901.130 +901-130 +90/-130 +901-130 +90/-130 +90/_130 +901-129.3 +90'-123.2 +90/-119.7 +901-116.4 44 +90/-130 1 +901-130 +90,'-130 +907.130 +901-130 +901-130 +90/-130 +90x.124.5 +9N-119.4 +901.115 46 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +9W-126.9 •9d-120.5 +901-115.3 ,o 48 +MA30 +90.1-130- +901-130 +9W-130 +90/-130 +0-129.7 +90/-123 +9d-116.5 N 50 +90/-130 +90/-130 +90i-130 +901130 +901-130 +90'-1262 89.4/-719. Y g 52 +90/-130 +901-130 +90;-130 +901_130 +901-130 +8681-123 NO CHANGES THIS SHEET. rn 54 +90/-130 +901.130 +90/.130 +901.130 +88.81-127.1 56 +907-130 +90/-130 +901-130 +69.41-129 - 58 +9(Y-130 +9W_730 +90;-130 _ 60 +90/-130 +901-130 +89.61-129. 62 +90/-130 +901-130 64 +90/-S30 +90!-130 66 +90/-130 � Y V 67-718 1 +901-130 ILU NOTES! ^ea 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. = r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N at°0 O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 �� W N Q J O a y Z ,(g Z LL000 ^FS J _CLI o 0 W u W � 9N TABLE DIMENSIONS MAYBE o> a Z �14o ORIENTED VERTICALLY OR `- 1.1116'NOM. HORIZONTALLY AS SHOWN. Z11 Lu H W LL 7116"LAMINATED GLASS STACK 7;16'LAMINATED LONG aa m 0 �1 GLASSSTACK GLASS STACK 510E Q Q 3116"HEAT STRENGTHENED GLASS f-�'— LONG SIDE H f- .090'SG INTERLAYER 3/16^TEMPERED GLASS '$, rn W 1994$ 3/16"HEAT 3/16'HEAT STRENGTHENED GLASS ® bi Z lr STRENGTHENED GLASS 7/16'AIR SPACE .090"SG INTERLAYER # � Z 3/16'P.EAT STRENGTHENED GLASS SHORT = SIDE rj W 4 1t 11 SHORT < Z 0_ a19� USED AT CURVED � 5 SIDE O Z N N FRAME MEMBERS ONLY 2g 5/8" USED AT CURVED 5�" CJ, 11-7118'O.C.MAX FRAME MEMBERS ONLY 29 W @ GLASS 617E GLASS BITE w @ 11-7/6'O.C.MAX. O 1-2 1-2 �— LONG SIDE —+� X W O_O_ O Al �sa0 sauas EXTERIOR EXTERIOR t3 SHORT LOQ ���`�0NY LYNNy',,, pD 113 a s7e 21 •• ••• • • SIDE • SIDE / v- • • • • • • • �,.• LICENSE'•.(� GLASS TYPE 6 GLASS TYPE 8 • • •• • Q: ;F� • •• • • • • ••• • * : No.58705 so age 00 0 0 0 00 SHORT I_ gyp '. ISI _ SIDE :0,�'• S7 p F' �coRtDa G��: • ••• • ••• •i• • S N i i i i i •• •• i i 'ONAL • • • • • • • • • • /1/1111111\ • • •• • • • • • • • • • • • • • • A.LYNN MILLER,P.E. P.E.#58705 ••• • f • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida 2XWOOD BUCKSTRIP Building Code EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT NOA-Nm 17-0614.11 X11 DISTANCE - Z' NOTE 2,THIS SHEET TYPE C TYPE S Expiration Date 02/19/2019 INSTALLATION — EMBEDMENT iX WOOD BUCKSTRIP, I Bye TYPE A 114"MAX SEE NOTE 2,T EET�� Miami de oduct Control O EMBEDMENT SHIM 1r TYP.ANCHOR TYPE,EMBEDMENT AND EDGE i EDGE DISTANCE PER SEETAB TE DISTANCE E 6 THIS SHEET 6 �TANCE. LIA"MAX 1 SHIM -� • 1 4 TYP.ANCHOR TYPE, EMBEDMENT PND EDGE ' 11 DISTANCE PER SUBSTRATE, NO CHANGES THIS SHEET. SEE TABLE S,THIS SHEET USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY � •:. ^ .. , 11-7/8"O.C.MAX. Y� 1� CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH= 5 • REQUIREMENT WINDOW BUCK WIDTH-2-3/4• WINDOW BUCK WIDTH CONCRE7ECMU 6 ro Y U WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR J z a. � BUCK REQUIREMENT w HEIGHT 1!4'MAX.SHIM --.{ HORIZONTAL SECTION A-A ° 04 TIP-TO-TIP I O c U N WINDOW STEEL Q_d 0 a y Z .re t�- HEIGHT VISIBLE SELF-DRILLING SMS Z LL coo "� J 0 LIGHT (G5),SEE TABLE 8, TABLE 8: =LLT .- W u HEIGHT= THIS SHEET Mlrl Edge Max O.C. U U p p J O Anchor Substrate Min,Embedment WINDOW Distance Spacing F Z 1Ea =) BUCK o m_Pine SG=O. ) 9/18 U3/ LU HEIGHT- Aluminum 60837 m . 3/8 0.063 12• t`> '- Z INSTALLATION 2 lila 410 ss Screw o rn $ O 2-314• a ve t7 �z .� � METHOD D Steel Stud,Gr.33 m n. ale 0.045(18 Ga 12' LL INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/16• 73/8' 12" o UNDERNEATHTHE Aluminum,606375 min. 318" 0.063"• 12" J Z 012 or M14 Steel Screw(G5) Q O BEADING EXTERIOR AW Steel 318' 0.063"• 12' N � Iaa45 Steel Shad,Gr.33 min. 3/8" O.C45"(18 Ga 17 a Z Ung/outed CMU,(ASTM C-90) 2-1/2' 1-1/4• 12• x" to MIAMI-DAl EA PPROVED MULLION V4.410 SS CmteFlex Q Z Co rete mh.3.35ksi) 1' 1.3/0 12' _ 21 (SEE BEP£RATE NOA),ALUMINUM, Concrete(min.2. in 1.3/4• 12' 5 O W 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 2-117 1-318" 12' a Z Z alo>5 SEE SUBSTRATE PROPERTIES, 1!4'Steel Uldracon _7/ 12' O - N N TARE B,THIS SHEET 5Grouted CMU, STM G90 2-1!2" 14'1-3 12' 174'MAX SHIM Concrete(minkeq 1-1/4' 13/4' 12• w W Z 5118'Steel Ultreeon .3.5 Grouted CMU,ASTM G96 2-0/2 I-we 12• O Lx-L a a MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS- an!tora0 saua5 SE NOTE 2,THIS SHEET INSTALLATION NOTES: 1LYN �1 711 1.USE ONLY ANCHORS LISTED ON THIS�'IEET.FOLLIaV EIAIBESMERT ASID LUGS •t\�`,-• C NCRETE PER DISTANCE LIMITS. EMB MENT CHOR • •• • . • • • 1}GENg , '•,� '• EQUIREMENT 2_WOOD BUCKS DEPICTED ON THIS SHE T a•1 BU }}WHO E T 1-� � Matadal Mln Fr MinF. z N0.58705 THICKNESS IS LESS THAN 1-1R•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE steel 6txaw 92 ksi 120 kai = ., INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTEDAS'2X"ARE 1-112" 410 Screw 90 ksi 110 ksl -O ; � 'S • THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE El-Ulhac-o 155 kai 177 WINSTALLATION DISTANCE• TYP.ANCHOR TYPE,EMBEDMENT ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Elco CmteFWO 127.4 kc1 189.7 ksi %�� '. ST TE F ((7�` AND EDGE DISTANCE PER - -• - ••• • ••• -•••- • F(ORiDP.••• TYPE SUBSTRATE,SEE TABLE 8,THIS SHEET �^I E �• : : 806375 Atu umm 10ksi 22 ka ' 3.FOR ATTACHMENT TO METAL:THE T CTU MEMB c S L 8 aF A SIZE T A36 Steel 36 kal 58 ksi ii"ss/ �O! VERTICAL SECTION B-B PROVIDE FULL SUPPORT TO THE WINUQ�FRAA • • • • • • . Or.339osd Stud 33 kd 45 ks ZONAL.1\ 4.IF APPLICABLE,LOWER DESIGN PAaLRE F30M EITHER WINDOW&DR MULUON&OA • APPLIES TO WHOLE SYSTEM A.LYNN MILLER P.E. P.E.1f 56705 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION Plying with the Florida Building Code L.� EDGE -OR FRAMING,SEE TYPE G TYPE F , NOA-No. 17.0614.11 DISTANCE NOTE 2,THIS SHEET EMBEDMENT Expiration Date 02/19/2019 1X WOODBUCKSTRIP, EMBEDMENT- SEE NOTE 2,THIS SHEET .. "l °. By INSTALLATION 1/4"MAX I Miami-0a roduct Control TYPE EMBEDMENT �— �{ SHIM TYP.ANCHOR TYPE,EMBEDMENT AND I. EDGE DISTANCE PER SUBSTRATE, EDGE _DOE 6 SEE TABLE 9,THIS SHEET DISTANCE DISTANCE 1/4"MAX 2 2 SHIM ' 4 .. TYP.ANCHOR TYPE, EMBEDMENT AND EDGE / DISTANCE PER SUBSTRATE. ( NO CHANGES THIS SHEET. 11 SEE TABLE 9,THIS SHEET 11 EXTERIOR USED AT CURVED 40 EXTERIOR 29 FRAME MEMBERS ONLY '• •. •-. ' (�11-718"O.O.MAX. CONCRETE/CMU -r-- � VISIBLE LIGHT WIDTH= 1� 5 \ 4•" a PER ANCHOR WINDOW BUCK WIDTH-2314" REQUIREMENT I WINDOW BUCK WIDTH WINDOW CONCRETE/CMU W BUCK i m Y U PER ANCHOR LU BUCK HORIZONTAL SECTION C-C REQUIREMENT > 1/4'MAX.SHIM It O o TABLE 9: >- 7170 O - STEEL Min Edge Max O.C. O v y UJ o SELF-DRILLING SMS Anchor Substrate Distance Min,Embedment Spacng 07 W N VISIBLE (GS),SEE TABLE . P.T.Southern Pine(SG=0.55) gmel 1-319' 12" O Lt- o LIGHT THIS SHEEP Z tO HEIGHT= 1312 or#14 410 SS Screw AWminTS min. 0. = a� A3 Steel � A39 Steel 316' 0.063'• 12• U 6 U W oo 0 a WINDOWSteel Stud Gr.33 min. 318' 0.045" 18 Ga)' 12' Fur-Z ¢oo 'ON BUCK P.T.Southern Pine(SG0.55) 9/19• 1-3/S 12' o W -� aaO Or OMO HEIGHT- INSTALLATION >g12 or#14 Steel Screw(G5) Atuminum,6063-T5 min. 318" 0.063"• 12' o a Z A36 Steel Val 0.063'• t21 .-Z O_ TYPE I•{ Steel Stud,Gr.33 min. 3/6' 0.045'(18 Ga 12' 4~ Z O tklgrouted CMU,(ASTM 090) 2-112" 1-1/4" 12• J O r� EXTERIOR 1/4'410 SS creteFkz Concrete(min.3.35 kaq 1' 1-3/4' 12• Q Q Concrete(min.2.85 ksi) P 13/4" 12'. $ y J IaaVS Concrete(min.2.85 kap 2-112• 1-318" 12' ® a Z Q 114'Steel Ultracen H MIAMI-DADE APPROVED MULLION Unam ted CMU,(ASTM C410) 2-1/2' 1.1/4' 12' r/) 21 (SEE SEPERATE NOA),ALUMINUM, Grouted CMU, STM C30) 2-112' 1-314' 12' _ 00 Z Z S STEEL FRAMING OR STEEL STUD. Concrete(min,3.5 ksl) i-114' 13/4' 12" 5 O Ur a/oo9 SEE SUBSTRATE PROPERTIES, 5/16"Steel Ultreeon Grouted U.(ASTM C-90) I 2-112' 1 1-3/4" 12" , Z W TABLE 9,T14IS SHEETO 'MlN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. F N N 6 �1/4'MAX SHIM 'UNGROUTEO CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. w 12 Q n o? W x Q as INSTALLATION NOTES: LL W 1X WOOD BUCKSTRIP, 7.1!1 '7sa0 saua5 SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •• 000 • • • • • •• LYPJ/y'I'�, • • • • • • • • • I Min.Fr Min F„ `` �G.••"' ••- M/ 'CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHWT AS'1X',AjtE BUGK�WI�OSi TOEAL• • ` ��.•' OCENgE'•.C�� EMBEDMENT •. ANCHOR 92 kd 120 kai THICKNESS IS LESS THAN 1-1/Y.1X WOOOIBUCKS ARE O!iTIORAL i UI•T C•.I•BE • s0 k.i - 110 kat •' •- REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE.RN000 SUCK DLIPIC9ED AS'SC ARE 1-1/2+ E 155 kei 177 kai No.58705 THICK OR GREATER.INSTALLATION TO"SUB3fRFfiE OFeJDOD BZCKS}b BZ •• • • N0 SS Eko CreteFlaxO 127.4 ksi 199.7 ksl ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. g��78 AkaNnum 18 kat 22 kai _ ' / INSTALLATION A36 Sted 38 ksi 68 W a= I EDGE TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO Cir.33 Steel Stud 33 kd 46 tsl F TYPE F Y� DISTANCE %O S TE F ; lIj AND EDGE DISTANCE PER _ PROVIDE FULL SUPPORT TO THE WINQPW FWWr, • ••• •••' • VERTICAL SECTION D-p SUBSTRATE,SEE TABLE 9,THIS SHEET �PLESTO�BLE.LO WHOLE ERDBESIGNPR.S/UREIROM.ITHORWIND WORM:LLIONNOA: !'css'ONALteo' ` • • • • • • A LYNN MILLER,P.E. P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida TYP. 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Building Code ANCHOR TYPE, NOA-No. 17-0614.1'1 EMBEDMENT AND EDGE —J EMBEDMENT �'OR FRAMING,SEE TYPE J TYPE K / THIS SHEET DISTANCE PER SUBSTRATE, NOTE 2,� EDGE _ Expiration Date_ 2/19/2019 SEE TABLE 10,THIS SHEET DISTANCE 1;4"MAX EDGE DISTANCE � By EDGE, SHIM DISTANCE I{+ I 2X WOOD BUCKSTRIP O` Miam Dad roduct Control INSTALLATION 2X WOOD BUCKSTRIP TYPE I v OR FRAMING,SEE OR FRAMING,SEE NOTE 2,THIS SHEET NOTE 2,THtS SHEET TYP.ANCHOR TYPE,EMBEDMENT AND 1/4`MAXF EDGE DISTANCE PER SUBSTRATE, 3 SHIM 1 b SEE TABLE 10,THIS SHEET 4 EMBEDMENT I I 3 EMBEDMENT 11 I I NO CHANGES THIS SHEET. USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY (�11-7/8"O.C.MAX. „ EXTERIOR VISIBLE LIGHT WIDTH= I 5 UJ Y U WINDOW WINDOW BUCK WIDTH-2-314' a U) '^- BUCK WINDOW BUCK WIDTH w �- HEIGHT 1/4°MAX.SHIM --�{ >- n 71SC O N HORIZONTAL SECTION E-E o o co w N VISIBLE INSTALLATION Oz LL-L o w Z LIGHT TYPE L x Li�2 ID W WINDOW EDGE DISTANCE W Z CO o a O BUCK #10 STEEL TABLE 10. o> OMp HEIGHT- SELF-DRILLING SMS Anchor Substrate Min.Edge Max.O.C. > a Z 2-3k" (G5),SEE TABLE 10, Distance S C Z O_ THIS SHEET 2-1/2"x.113"Box Nall P.T.Swthem Pine 0=0.55 5116' S LLO I 2-112'x.131"Common Nail P.T.Southern Pine G-0.55 31W 5" J 2.1/2'x.145"Fooling Nail P.T.SmMern Pine G=0.55 S/S S" Q - P.T.Southern Pine G-0.55 1/2" 6" ~ T---US 0.093"Alumkwm,6063-T5 min. 511E 6" N 910 x 1'Steer Sc raw(G5j' ® Z ZO O 1116"A36 Steel SItE S � � � 21 0,045 18 Ga Steel Stud Gr.33 511E S = O Q Z 5 2X WOOD BUCKSTRIP EXTERIOR -MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 2 Z J alo�5 OR FRAMING,SEE °- Q NOTE 2,THIS SHEET N n C11 5 �1/4"MAX SHIM MIAMI-RADE APPROVED MULLION INSTALLATION NOTES: U W z (SEE SEPERATE NDA),ALUMINUM, X Z d d STEEL FRAMING OR STEEL STUD. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT LL LC SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. aplosa0 sauag TABLE 10,THIS SHEET INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE M.W91 Min Fr Nh.F" �```�NY LYgfN TYPE) 777;L7 TOTAL THICKNESS IS LE$64HMl•-N2".!X6000081UCKS*REUPTIONAL Steel S— 92kei J21k.' 0 kat �� . EM EDGE DISTANCE IF UNIT CAN BE INSTALtEO DIRECTLY TOSOLkID�NOItEIE.MOOS 606375 Ahminan 16 ksl FBUCKS DEPICTED AS"F A'.CE 1-1(��THI�I �G�EA2ER.��S1�1LL�TION 3363tel 36 kaikTO THE SUBSTRATE OF lA(`� BIj�C1E►S mm B EN INERE HHVV��THER� cu.a1 steel sn,d a9 ksl ksl NO-58705 I TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY 4UJHORITY41 VING J S IGTION.• • •• _ EMBEDMENT EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE 1 sy { _ OF A SIZETOPROVIDE FULL SUPPORTTO THE WINDOWFRAME. �� '•� l 151r� ;••��` �0 . STA EOF (V VERTICAL SECTION F-F 4:IF APPLICABLE,I� Rd��IQN PREs�I FRT�rrFIER,AIr'DQw qrt� _ ;c ,'••:`iOR10P..•' MULLION NOA APP IE O W LE SYST`M.• • • • • �i"S' • • • • • • • • • • ,7/jONAL1�11�` • • •• • • • • • • • • • • • • • • A.LYNN MILLER,RE P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP - Building Code EDGE NOA-No. 17-0614.11 OR INSTALLATIONTYPEM INSTALLATION i EMBEDMENT DISTANCE/ NOTE 2,THIS SHEET TYPE N Expiration Date 02/19/2019 }- V EMBEDMENT INSTALLATION } 1/4'MAX " Miami-Da roduct Control TYPE M EMBEDMENT I SHIM 1 O 1X WOOD BUCKSTRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET OR FRAMING,SFS -� NOTE 2,THIS SHEET L1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND I - 3 SHIM I 6 EDGESEE STANTABLEIPER S SUBSTRATE, STR E I 4 TYP.ANCHOR TYPE. Ilf f HEET EMBEDMENT AND EDGE . I DISTANCE PER SUBSTRATE, 3 .. ANCHORAGE O PBC 2017. 11 ATED SEE TABLE 11,THIS SHEET USED AT CURVED EDGE OI EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE ¢ 11-718"O.C.MAX. DISTANCE CONCRETE/CMU 11 ". PER ANCHOR REQUIREMENT 4 11 CONCRETE/CMU LU z cT Y U WINDOW PER ANCHOR ) - a U) BUCK - I VISIBLE LIGHT WIDTH= 5 REQUIREMENT IX w HEIGHT 114"MAX.SHIM WINDOW 13UCK WIDTH-2-3/4" - ----'111 ❑ Q O o I WINDOW BUCK WIDTH -I EXT ERIOR >-N 0 M Z W a,op 0 N JVL r ' O VISIBLE INSTTA�L TO =U ION HORIZONTAL SECTION G-G z°, 0 „� o LIGHT j. R S2 W HEIGHT= TABLE 11: WINDOWBUCK STEEL Anchor Substrate Min.Edge Min.Embedment Max.O.C. F Z LLIv 0< U "a HEIGHT- I SELF-DRILLING SMS Distance Sped Q] a Z 2-314" (GS).SEE TABLE 11, P.T.SoWte rn Pine G=0.55 9116, 1318' 3.7" p o O i THIS SHEET 7312 tx#14 410 SS Screw Aluminum 6063-T5 min. 318" 0.063-' 3.7" �Z 0 F LL A36 Steel 318" 0.063' 37 g O Steel Stu Gr.33 min. 3/8" 0.045' 18 Ga 7" 0)3. P.T.Southem Pine(SG=0.55) 9/46" 1-318' 3.7" Q 7112 or#14 Steel Screw(G5) Numinum,6063-75 min. 338" 0.063"' 3.7" m tp laa4S A36 Steel 316" 1 0.063' 3.7" Z O N Steel Stud Gr.33 ruin. 31W 0.045"18 Ga ' 3.7" 21 TYP.ANCHOR TYPE, EXTERIOR 1/4'410 SS GeteFlex U routed CMU ASTM G90 2-112" 1-114" ex 00 Q Z 6 EMBEDMENT AND EDGE r-, Concrete(min.3.35 ksl) 1" 13/4' 6.7" Q ❑ DISTANCE PER SUBSTRATE, J7. Concrete min 2.85 ksl) 1" 1-3/4" 6.7- SEE r6.7" SEE TABLE 11,THIS SHEET Concrete p MIAMI-DADE APPROVED MULLION 114"Steel Ukracon n . . Z UF No N 5 t14"MAXSHIM U ted CMU, ASTM C-W 2-1/Z 1-114" 6.7" ❑ Z0 routed CMU ASTM G90 2-112" 1-3/4' 8.7" (SEE SEPERATE NOA),ALUMINUM, w Jj.. O W 6-6- STEEL FRAMING OR STEEL STUD. X LL 2 d G SEE SUBSTRATE PROPERTIES, 5118"Steel Ultracon Concrete min.3.5 ksi 1.114" 13/4' 6.7" ly LL I TABLE 11,THIS SHEET Grouted CMU ASTM G90 2-117 1314' 6.T ap1 rosa0 saua INSTALLATION 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N IX WOOD SEE O E 2U THIS SHEET "UNGROUTED CM::VALUES A.BEUSED.OR GROUTED D.:APPucnnDNs. \kkSttNY LYNNI',,Xi� INSTALLATION NOES: • • •• • • • • • b1cEMSF EMBEDMENT .. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT ANJ F80CE .. s DSCLOLIWS.• • 00 e `1R'• No.58705S� • •• Matdal Min.Fr Min. F, - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX7,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'.1X WOOD steel srx w 92 W 120 ksi - • - •. BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS"2X"ARE 410 Screw 90 ksl 110 ksi 1.12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elco 111treCon• t55 k l 177 ksl p P TE -I I EDGE -APPROVED BY AUTHORITY HAVING JURISDICTION. • ••• • -so: ••• -• O� -�-1 410 SS FJco C1001.6 127.4ksl 1e9.7ks1 .••(O OP,.•• \��` DISTANCE • • • • • • • • l� 6063-75 At-.. 16 W22 kat i lS/, '•••••NAS G 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL A OTA SIZL•TO PROVIDE WLL SSPPORT TO TMIE • • e ��i`SAO EN 1 ��� • . • • • • . • • A36 Stel 36 kei 5e kel ,7 VERTICAL SECTION H-H WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45 kat ,,,,,1111 kk •!• • • . . • • • . . 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OH MULLIO•N NOA APPLES TO AOLE SYSTE%. • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02!19/2019 By l Miami- Product Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS _ FLANGE&EQUAL LEGFRAMES FOR FIN FRAMES a 00 I W z U) U ANGLED/CURVED ANGLED/CURVED 0 c o V O FRAME ASSEMBLY FRAME ASSEMBLY >.n alae O N o m 90'CORNER 90'CORNER 0� y o FRAME ASSEMBLY I FRAME ASSEMBLY Q CV) O Z e I i Z LL Maa o m m x LLi R a w u g 10 I m 1-U-I z v ZD 0 �N LLJ ALL CORNERS TO i ALL CORNERS TO i `- Z Z 0•-a USE GASKET USE GASKET I r- AND/OR SEALANT i 1 // AND/OR SEALANT ZP p LL -3 L) o 0 0 J Z EQUAL-LEG FRAME Q / 1 U) Co Iaa45 FLANGE FRAME ® ? Z / 0 o to EQUAL-LEG FRAME 'AND ERED FRAME WITH INTERIOR , MITERED FRAME WITH INTERIOR v) Z EXTERIOR FRAME WELDS t AND EXTERIOR FRAME WELDS < 0 alaas FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT < Z f- OSCREW BOSSES.SEALANT AT ALL CORNERS JEI�'L SCREW BOSSES.SEALANT AT ALL CORNERS O X N N 30 a LU I m L< 0 as LL m .. afll 'rap raua5 ,\\ pNY .NN ''. • • • • • • • • • '�� 'LtCENSF M/l�F • • • • • • • • • No.58705 OF s�o 'E \\ A.LYNN MILLER.P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code 2.784" 2.784' 2.784' NOA-No. 17-0614.11 TABLE 12: .094" —�1 094" —��� Item .094" —�4��-"'� Expiration Date 02/19!2019 SII __�� i P # PGT Part# Description Material 074" I .062' I 074' -y- 062" .074' I r 062' BY " 1 4253C Flanged Frame Alum.6063-T5 1.375" 1.975" i Miami-o a Product Control 2 4285 Equal-leg Frame Alum.6063-T5 1'875° ,438, J .500" .438" 500" 438" 050"xnac 3 4256 Integral Fin Frame Alum.6063-T5 T .SCff T �1I-�— .050•ao.00s T �� .OSO'.AAC6' } �.--��..— . e9 4 4255 7116^Lami.Glass Beading AIum.6063T5 FLANGE FRAME EQUAL-LEG FRAME 1.125" 77' 5 4254 I.G.Glass Beading Alum.6063-TS 'I 2 .0 O#4253C,6063-T5 #4285,6063-T5 6e 4270 Installation Fastener Cover Alum.6063-75 FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC 3 #4256,6063-T5 10 70589C Gasket(at 90^comer joints) Polyethylene NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flax PVC,Duro.65+/-1 ,g70^ .— l�{ .348" 13 Dow 791,899 or GE 7700 Backbedding Silicone 1.037 20 71652K Setting Block,Mono.3(16'x 7/16'x 4" Neoprene,Duro.85-/-1 .875 .875' 21 71704AK Setting Block,I.G.3/16"x 13/32"x 4' Neoprene,Duro.85+/-1 29 #6 x 1-114'FH SMS Stainless Steel .050 Cl) Y U 30 781 PDX #8 z V Quad PH SMS Stainless Steel 7/16"LAMI. I.G.GLASS INSTALLATION > w c. � '^ab OGLASS BEADING O BEADING FASTENERCOVERa O 4 #4255,6063-TS 5 #4254,6063-T5 6a #4270,6063-T50 � g w a�o 0 o M o z Lu cv O O a Z Z LL J .aAo O 1:LLFo LL] ALUMINUM U U d ®� 0 SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA W Z 00 < sMa STRUCTURAL REINFORCEMENT BUTYLENE o u! W 5116"NOM. r> Z Z STRUCTURAL SILICONE 3/16"NOM SH 6"NOM. SEAL o rn $ O Df POLYISOBUTYLENE 114"NOM. FOAM BUTYL 8 SILICONE SEAL —Z v O U- WITHDESICCANT WfrH DESICCANT ROLL-FORMED QJ U O DESICCANT FOAM STAINLESS STEEL J Z EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS Q laays EXT.GLASS ® m Z O i.- 0 F 0 u1 Z � alAAg INT.GLASS INT.GLASS INT.GLASS LL Z 75 KODISPACE 76 SUPER 77 DURASEALO 7e XL EDGETM o '� �� 4SG TPS OSPACERONXT- OSPACER OSPACER LL m a111 "�sa0 sauas •• ••• • • • • • •• �vvvt YLYN TABLE 13: •• •f• •• • • • •• _*; No.58705 Part# Description Material 75 Kommeding 4SG TPS Spacer System • ••• •_ ••• • ;per.. s M See this ' •• • 76 Quanex Super Spacer nwith Hot Melt Butyl • • • • • • • • • ' F` �tomoP.• Sheet for • • • • • • • • • �%S 77 Quanex Duraseal SpacerMaterials ••• • • • • • /QNAL 78 Cardinal)L Edge Spacer • • • • • • REFERENCE TEST REPORTS:FTL-8717,8966 8 8970 A-LYNN MILLER.P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAMhDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami;Florida 33175-2474 BOAR'S AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NdTICE OF ACCEPTANCE-(NOA) www.miamidade.Eov/economy Labrador&Fundora Corp dba`V& V Windows 2357 W 4"Avenue F(ialeah,FL 33010-1454 Ibis 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 tised in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 'T'his NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In MIaini 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 Weepted blai%er, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mooify,0of suspejnd$lie use olo.... such product or material within their jurisdiction. RER reserves the right to revoke this accept ilcq,•if it is 6Z - fined by •� !11 iam i-Dade County Product Control Section that this product or material fails to meet the require*fftts of the.applicab18•••• building code. •... ;•. ••..: This product is approved as described herein, and has been designed to comply with the Floridzau* fling Cbde!includi>ag...• [lie 1-11gh Velocity Hurricane Zone. _ •• • hESCRIPTION: Series "300"-Outswing Glazed A uml inum Door w/w'o Sidelite-or door VAVTransomiLlYII '•••;• APPROVAL DOCUMENT: Drawing No. W10-08 Rev G, titled "Series Aluminum Out. wingX44*pce L1w.*% sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared byAl Farogq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revisiorfsilipp witlfthe . Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure(DP)ratings in sheets 2,3,4 &5 for unit sizes Vs glass type.Lower Design Pressure from 1 doors, sidelites or mullion shall control when doors are mulled(w/wo Reinforcements). 2. Door w/transom is limited to max. 25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. .5. The frame area of alternate size shall not exceed 96 ft ,nor panel tested area and max.panel height. LfABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERA INATION 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 it's entirety. INS.I'ECTION: 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. "1`his NOA revises 15-0310.05 consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. _ The submitted documentation was reviewed by Jorge M.Plasencia,P.E. - ' NOA No.-17-1011:02;�J MIAMI•DADE COUNTY Expiration-bate: September-01,2020, Approval Date: December 21,2017 j t Page 1 Labrador& Fundora Corn dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F, titled"Series Aluminum Out—Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files#12-0113.02/410-0406.04) 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per.BC TAS ;@2.44 3) Water Resistance Test,per FBC, TAS 202-94C-.5(l.QPSF 9 0••• .....• sill S-1 only) Go*.,* • • •' 4) Large Missile Impact Test per FBC, TAS 201 W**0 "••• 5) Cyclic Wind Pressure Loading per FBC, TAS211;134 ; :-0 •• ;••••� 6)Forced Entry Test,per FBC 2411 3.2.1, TAS F-F)6.94 • along with marked—up drawings and installation diagram of an AluminuM otAs*wing Fr(N! •••••' doors w/wo sidelite and door w/Transom& sidelites,prepared by Ameriari Test Lab of South****:* Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, sigfied 4nd seatedjry William R. Mehner, P. E., Henry Hattem,P. E. and Edmundo J. Largaespada;P. E.*.. •_� •• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying witKB'C=2014(5'h L Edition), prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, 04 and -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont) for their"Butacite©PVB Glass Interlayer", expiring on 12/11/16 T. STATEMENTS I. Statement letter of conformance to FBC 2014(511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) ZJorge M.Plasencia,P.E. oduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01,2020 Approval Date: December 21,2017 E- 1 Labrador & Fundora Corn dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continued) 4. Florida Department of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews # 12-0113.02, expired on 09/01/15. 2. Test proposals#07-3564 &test proposal dated 10/20/08 approved by BCCO. 2. NEW EVIDENCE SUBMITED ••••• A. DRAWINGS ••••.. •. .• 1. Drawing No. W10--08 Rev G,titled"Series Aluminum Out—Swin'l ETArance Dopr •••• • (L.M.1.)", sheets 1 through 12 of 12, dated 02/24/10 and last revim.ZCo�r-.03/2tAl7,. •..•; prepared by Al-Farooq Corporation, signed and sealed by Javad Aluxijq�,P.E: ••• ••• B. TESTS . None. ; ;..... •••... C. CALCULATIONS • 1. Anchor verification calculations and structur analysis, complying with FBC 5th Edition (2014) and FBC.6th Edition(2017),prepared by Al Farooq Corpbration, dated 09/25/17, signed and sealed by Javad Ahmad;PSE. 1). 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", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5t'Edition (2014) and FBC 6th Edition (2017) and letter of no financial interest,prepared by Al Farooq Corporation, dated 07/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 15-0310.05, expiring on 09/01/2020. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01,2020 Approval Date: December 21,2017 E-2 's o 0 3 Z Q m �W 00 u U c rt p�RM,a 0-a U��� �'n 0 LL'ZJN QW�a. EF THESE DOORS ARE RATED FOR,LARGE & SMALL MISSILE IMPACT. 4 Z o C SHUTTERS ARE NOT REQUIRED. J O s - - W fiNi F O ALUMINUM OUTSWING ENTRANCE DOOR o SINGLE (X)AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEET 2. `• m SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. o SINGLE (0) SIDELITE SEE SHEET 4. o ^ SINGLE AND DOUBLE LEAF DOORS WITH S'DELITES SEE SHEET 5. v n LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR a SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. ~z w _DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONIJ z P 3 RESISTANCE IS REQUIRED. a 1 ,2§:F2T THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE So .y>a REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA—�' I +�1 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). z vo>3 c R 1 BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE o J DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS < -9 v N=W 4ITly 8" EN'O G1.A55 3/16"HEAT,STREN•D GLASS.. TO THE BUILDING STRUCTURE. f r" O ayer .090' Interlayer ANCHORS SHAH BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS B Trosifol PVB AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE America, Inc.' By Kuroray America, Inc.' r MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. HEAT STREN'D GLASS ` 3/16- HEAT STREN'D GLASS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. t s w ALL SHIMS TO BE NIGH IMPACT, NON-METAWC AND NON-COMPRESSBLE. SILICONE SILICONE ALL 12. Dow 995 DOW 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT PECORA 895 PECORA 895 r z � COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 3 -� m REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. t" s `n - AT 1/4 POINTS ON LITES 10 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOTPROVIDE INFORMATION\ 2a . i \\ DER THAN 36'ONLY FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC.CONDITIONS NOT SHOWN iN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,25 25 AND TO BE REVIEWED BY BUILDING OFFICIAL, m 1 ••• ••: • • • fo • • A _ _ — • •••PRb4CT REVUSt • j,,.?.. j 2 ,' �1GENSF"•.;V n i as compty nbOwIth4he lorlda• _ Building Code • N.7 a GLASS TYPE 'A' _ ..- rGLASS TYPE 'H' •AZIN- DK TI. NOA-No. 17-1011.02 5/16'OVERALL IAM.GLASS •7 7/16'OVERALL LAM. GLASS ATAT SIDELITE�ANSOM ••• 4••• Ezpirr�Ion Da /01/2020 •0 ;'�� ' `f' • • • • • • -0,00 • IST of drawing v no. GAZING OPTIONS ••• �• • miawroauctcWt• • %, .rt LOP,.•'����\ Wl 0`0$ • • ••• ••• • • • • '�r��®ni�tA� �`` sheet 1 of 12 ••• • • • a • • ego • 090 • • • : • • 00 0 41 • 39 5/8"MAX. 76"MAX. FRAME VADTH FRAME WIDTH 1 12" o 5" MAX. A MAX. z F'E4�' 5" MAX. yam-. A HEAD y�anp1 1 t HEAD/SILL I Q ' SILL HEAD/SILL I __ SILL y tv \CORNERS J ------ O_ . CORNERS f'w x e a a'0 UFo . Oma.° U O Ed ry \ HEAD& SILL ANCHORS IL w AT STILE ENDS O I= " �FBLLUSH (4)AT 3'O.C. y `L7 O m Q «� LOCK OPTIONS Z c Q J O II i ,/ $1 OR f2 y t710 w o a II I L'ti w c� a I I I (OPTION#1 SHO m Q w m is YY�o SEE S�Ef 10 N �i 1 0 �� � o LOCK OPTIONS \ I) (OPP�ONSi SHOWN) \Ii SEE SHEET 10 \{I' / z FLUSH o I U BOLT W e I I Z o 3 ACTIVE I ACTNE INACTIVE o 1\ i vi S I`>aMml .t> SURFACE APPUED B z SURFACE APPLIED B FALSE MUNTINS OR . o FALSE MUNTINS OR ->o ° 3 t DECORATIVE GRILL 26 3/4" MAX. 1O DECORATIVE GRILL 26 3/4"MAX. 26 3/4"MAX. I N u MAY BE USED , ..,. MAY BE USED D.L. OPG. D.L OPG. D.L.OPG. J 9 N Z 36 3/4"MAX. 36 3/4"MAX. 0 LEAF WIDTH LEAF WIDTH 36 5/8" 73"MAX, DOOR OPNG. W. DOOR OPNG.WIDTHas , 1(X) (XX) E a - °�o��� DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF NOTE: SINGLE DOORS WITHOUT TRANSOM (X) .. __ DOUBLE nouns mTxoDT TRANSOM(xx) GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE GLASS TYPE , GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. 'A' 'B' DOOR DIMS. 'A' 'B' AND FLORIDA BUILDING COMMISSION FRAME LEAF FRAME LEAF - FRAME LEAF FRAME LEAF DECLARATORY STATEMENT DCA05-DEC-219 'XT.( INT.(-) EXT.(+). 'INr.(=) EXT.(+) INr.(-) EXT.(+do INT.(-) .WIDTH_. WIDTH HEIGHT HEIGHT -- WIDTH WIDTH HEIGHT HEIGHT (34-3/4" 1 70.0 80.0 1 70.0 T s0.0 72" 34-3/4" 70.0 80.0• ��D• 0.0 �96'1 93-3/8' 96" 93-3/8" c 36-3/4" 1 68.3 73.8 1 66.3 75.8 76' 36-3/4" 66.3 7�j8 86.3a .8 • : • •• `%%I II N1/r/r• • • � • L.._„ I.; AfiRy • . . 7JPS........ GLASS D.LO. DIMS. •PRO�U�T RErISED ` off" as compbin�rlith the Florida 70592 D.LO. HEIGHT = FRAME HEIGHT - 12" �. _ _ Building Code P = y o a NOA-No. 17-1011.02 D.L.O. WIDTH (X-DOORS) FRAME WIDTH — 12.875" • ••• D.L.O. WIDTH (XX DOORS) (FRAME WIDTH — 22.50'7/2 • • ••ixpiratl Date 9/01/2020 <S/� • . • • • • ��.- ��'•._ ST�TEOF (t/. drawing no. • • • Mian ,WPrTJuc1k Control • •.• ••• • � • ��ir�iO9VAL1���� sheet 2 of 12 • • • • • 39 5/E"MAX. 76" MAX. r �" FRAME wiDTH FRA!!E WIDTH I I o 35" I 71 5/16" MAX. D.L. CPG. 2 D.L. OPG 2 I O r h 5" MAX. tI� �r ) HEAD ALUM REINF, 12 5" MAX, 'HD ALUM REINF. 12 F n I HEAD/SILL I Y SILL HEAD/SILL 1{- I SILL Q f 2 N CORNERS Y CORNERS ) O(2) ANCHORS ATTRANSMENDS S /-AT 4-1/2"O.C. H Q JINGLE DOORS nDOUBLE DOORSN G o o N AT TRANSOM END z� C7O HC m \ / V D-m NO�y 0b¢ 'ml. N kz`�=a ° o E \ FLUSH Q T GLASS O.L.O. DIMS. RANSOM) 0 O.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" D.L.O. WIDTH = FRAME WIDTH - 4.6875" o LNS LOCK OPTIO #1 OR 12 \ F (OPTION d2 SHO ) � li '3 II a SEE SHEET 10 0 O \---/�'- LOCK OPTIONS \---�'- i / � 0 3 • \ III OR#2 \ 11 (OPTION X12 SHOWN) SEE SHEET 10 \-- \� / 'a v� \ �� / FLUSH z •O>a; it \ ii + DOLT j 1 ov \ PRODUCT REVISED 0 ACTIVE ACTIVE ItiACTNE as comp mg with tha Plorlda 1 1 \ 1 Building oda NOA-No. 17"1011.02 12 B - - m Expiration Data 09/01/2020 LL SURFACE APPLIED SURFACE APPLIED B �z FALSE MUNTINS OR K FALSE MUNITNS OR DECORATIVE GRILL 26 3/4'MAX. iO'U DECORATIVE GRILL 26 3/4"MAX. 26 3/4"MAK 1O'U By 8 8 o MAY BE USED MAY DE USED D.L.OPG. D.L.OPG, D.L OPG. Mla 1-Da roduet Control 2-o a rc o 36 3/4'MAX. 35 3/4'MAX, SILL ANCHORS g w LEAF WIDTH LEAF WIDTH AT STILE ENDS NOTE: (4)AT 3'G.C. GLASS CAPACITIES ON THIS SHEET ARE ¢ 365/8. 73" MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) NG DDDR DPw, DOOR OPNG. WIDTH AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •. a. �°mow.° • • . •• Ilnuuu SINGLE DOORS TRANSOM 0/X) DOUBLE DO RS W1TA AD AC NSOMP(O�CIf)••• • • • • ���``��®'� ,/ 7��� j •1 g • • '�•'VGEN, '•. . e GLASS TYPE GLASS TYPE GLASS TYPE •IrSS T • •' • i DOOR DIMS. 'A' 'B' DOOR DIMS. 'A' 'B' • • •• L_.d ( j ^7 •.TosgT ' ° - o _ FRAME LEAF FRAddE LEAF FRAME LEAF FRAME LEAF _ i •• �. Exr.(+) NT.(-) Exr.(+) INT.(-) EXT.i+) =mr.(-) Exr.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT WIOhI WIDTH HEIGHT HEIGHT • 37-5/8'•'34-3/4' 70.0 80.0 70.0 80.0 72 34-3/4 0.� •7.0 70.• • 1.0 120" 93-3/8' 120` 93-3/8" • 000 ®'• TE OF .(S/� drawing no. 39-5/8" 36-3/4' 68.3 75.8 86.3 75.8 6i. 70.11 66 •0.0 • • • IDP:'' \ W10-08 ••• • • • • 11/111 I I ILII sheet 3 of 12 • • • • ••• • • • • ••• • • • • 36" MAX. SiHUTE FRAME WIDTH 0 I of 31 3/8'MAX. D.L. OPG. 12' f Z I 5" MAX. ILL CORNERS FT a° N p r~j V=j r v p uT H ii co, I II G Z O 11 jisloo f Qwmf v u 6.6 I m = N s M O u c W -• J 1 v rte b 1 II II I N II = O O 01 C C Q z v>3r� SURFACE AFPOED FALSE MUNTINS OR ° ° DECORATNE GRILL O o J_ MAY BE USED FIXED LITE(0)LOAD CAPACITY - PSF m GLASS TYPES + FIXED LITE DINS. 'A' ✓u •g' o o FRAME FRAME WIDTH HEIGHT EXT.(+) INT.(-) 3 a 3 24' 70.0 80.0 woaLiv� 26' 90" 70.0 60.0 NOTE: 32' 70.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE 36" 70.0 60.0 ! BASED ON ASTM E1300-09 (3 SEC. GUSTS) 70.0 75.6 AND FLORIDA BUILDING COMMISSION 24' •• DECLARATORY STATEMENT DCA05-DEC-219 28' 6' 70.0 71.2 • ••• • 9 P87.4 • • • • • • J2" 67.4 • • • •• \l.\n111111If7 J6' 64.1 64.1 •• •• •• • • • • ����\ 1^°' !!!l�ii •i •• ••• • • • IR ••• •• `� VOEN44, PIi'F1bUCT REgISJED • L ,:i C.fi,j 1 a •s°omPlYing wltthh tt1Hb FIAAtla ` 7 705g2 - e �y - NOA-No. 17-1011.02 GLASS D.LO. DIMS. (SIDEBuilding Code LITE) • ••• D.LO. HEIGHT = 1DELITE HEIGHT - 4.W5, • Exp•Rati•r•gpte 09/0112020 lye ((7� D.L.O. WIDTH SIDEUTE WIDTH - 4.6251 • drawing no. • • TATE OF • • By](• • • omo?. G�; W10-08 SIDELRE FRAME WIDTH • •• •IYRam d r ., nth! • �i�S/ I`�$``�� • ••• • • • • • • 7 77j At. sheet sheet 4 of 12 • SIDELITE MULLION CAPACITY - P144' SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAlfE\59CTH NOMINAL SIDELITE SIDELITE CLUSTER OF 3 31 3/8 LEAF fRAV.E - SW DTH WIDTH HEIGHT W/0 REINF, W/.1Lllld Run. 12" (4)ANCHORS 12 O.L GPG. Z F� M INCHES INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3„ / AT HEAD/SILL MAX fl Z n w a 24 70.0 80.0 70.0 80.0 /Ty, SILL W L a 26 70.0 ao.o 70.0 80.0 V/ q Q a e o 32 36-3/4 80 I 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 63.0 72.0 63.0 72.0 O C a 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 36-3/4 84 70.0 60.0 70.0 80.0Q I L- II / I FOULSTFi IL 8 / O.GIO .7 36 70.0 B0.0 70.0 80.0 =--JL--- 40 63.0 72.0 63.0 72.0 I A I \ x w 24 7C.0 80.0 70.0 80.D ii L II E LOCK OPTIO 16 u O£>; 28 70.0 80.0 70.0 60.0 II / I J OR iv o O=Q OW mtmh< SEE SHEET 1032 36-3/4 90 70.0 0 70.0 80.0 (OPTION #z SH 36 70.0 75.7 70.0 80.0 4 oa 70.0 74.7 70A 80.0 /A / 70.0 0.1 98 70.0 80.0 36-3/4 68. 6.0.0 - s ac II II � / II II I n II I ALUMINUM II II \ / FLUSH w U W t2 STFFENER BOLT z 0 p u 11 vrK I! c ACTIVE INACTIVE n nmg b. SURFACE APPLIED B ¢ FALSEDECORATIVE GRILL 31 3/8- MAX. 26 3/4"MAX. 26 3/4-MAX. NOMINAL SIDELITE WIDTH LEAF WIDTH MAY BE USED D.L. OPG. D.L. OPG. D.L. OPG. O NOMINAL ALUM REINF. DOOR OPNG. 'WIDTH SIDEUTE WIDTH 36 3/4•'MAX. USE AS PER CHART 36-5/8"MAX. SINGLE(X) DOOR SEE CHART AT LEFTLEAF WIDTH �{ 73"MAX.DOUBLE (XX) ODORE w �s 73"MAX. 1 1/2- o 8 0 DOOR OPNG.WIDTH o€c W (OXXO)TESTED u ('ii Zi i NOTE: w FOR DOORS CAPACITIES SEE SHEET 2. ox,XO,OX(OR XXO CONFIGURATIONS ALSO QUALIFY FOR SIDEL(TE CAPACITIES SEE SHEET 4 FOR SIDEL(TE MULLION CAPACITY SEE CHART ABOVE MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SO. Fr. PER FBC 2014 o o r „-;a n LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART - N 18$9 WILL APPLY TO ENTIRE SYSTEM. ••• ••• • • ``U o W. • • • • ••• • • •• AH 0k01MCT REVISED -to= - _ -as complying with the Florida - d NOTE: • ••• Building code _= a NOA-No. 17.1011.02 GLASS CAPACy11��IE:ON•THIS SHEET•AR!•• %� TATE OF 44/x` drawing no. BASED ON ASTM E13 -09 (3 SE:. �il . GVSTS) •atlon�•te 09/01/2020 • �� oaloA••' ���� W�Q_�g AND FLORIDA•BUILDINt ONIMIS910N •• • SS, ``� DECLARATORY STATEMEeNTT DCA45�,EO►:L9 jlia�l spr uctcontro • ••• �• •• • i • • • i • TYPICAL ANCHORS EDGE DIST, 1BY 2 ��VI r-SEE ELEVATIONS 4 ti YlOOD BUCK n 6 11 FOR SPACING L,' '-� METAL STRUCTURE o 4 i6" MIN. EDGE DIST. t - :� -(SEE SPEC BELOW) / �,:: THROW BOLT o, - I'.. •.-3'.KSI--CONC,.2. EDGE T. 0 3 3 EDGE DIST. Z ti PENETRATION t I m o II O r• 'M'm p U>7 O w w J O O U d�W��I w p t I N N N 0 O H O U N O l v: IJ 0 ui el �1y ! 20 1 ZS PICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O� g I I EE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS O I I FOR SPACING FOR SPACING FOR SPACING O I I Q W�LL N y� 15 Ji7�� 1 I Q wmP D 5 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i o m TYPICAL ANCHORS: SEE ELEV. FOR SPACING w l4" DLA. ULTRACON 13Y 'ELCO' (Fu-177 KSI, FY-155 KSI) INTO.2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Q = a+ THRU 16Y BUCKS INTO CONIC. OR BLOCKS 3 ooei 0 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) o c ca-•.- W -_7-1/4" MIN. EMBED INTO BLOCKS (JAMBS) .1 o )<M n o E' DIRECTLY INTO CONCRETE OR BLOCKS m W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) _ Stn 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) m o` i n a v on- �vc"Iy=� ,414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) G PRODUCT REVISED r y ii (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE as complying with the Florida H ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) Building Cade o 8 u STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) NOA-No. 17-1011.02 o W o g a (STEEL IN CONTACT WITH ALUMINIUM TO BE PLATED OR PAINTED) Expiration Date 09/01/2020 6 U a a TYPICAL EDGE DISTANCE BY 1/2"MIN. I I mlaml- ade educt ontro THROW 8017 INTO CONCRETE AND MASONRY = 2-1/2" MIN. PENETRATION i j 15 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. `v n 24 0 O I i i WOOD AT HEAD OR JAMES SG - 0.55.MIN. 2 DOOR DETAILS " $a B I 20 CONCRETE AT HEAD, SILL OR JAMBS o-SMO P4 M&d. 19 L�. -�- 'S C-90 HOLLOW/FILLED BLOCK AT JAMBS!'m -*20108 PSI M�(J!• • • •• `Y 11111t1I/Vr�l o W 00 a w SEALANTS: •• 00: • • • •• • r. ) �. 'JCENSF •. 1 FRAME AND LEAF CORNERS, INSTALLATION SCREYCAr SILg ANI:AL: • , • o n _.::,..•_:.,:, _,::,-.__::.-,.::. t METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. •• _ No.70592 WEEPS _? .'3 KSI CONC. ¢ y ' ANCHORS WEEPS: • • • • ••• TATE OF TYPICAL A :•<{/� drawing v no. �p _ 3/16" X-3/4" WEEP SLOTS6.*3" PROM EACH Ef •• •• • P EDGE DIST. •' I FOR SPACINGNS • • •• • • •• •• : • :,mss.,onto.. OPERABLE UNIT e • i•• • • • i • • ��r�� � sheet 6 oi12 • i • % • i •� % •• • • • MAX. 1,4" MAX. 1BY WOOD BUCK I/4' 11 C) CI SHIM (SEE NOTE SHEET 1) PRODUCT REVISED f as complying with the Florida Building Code TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. NOA-No. 17-10'11.02 Z m j SEE ELEV., FOR SPACING 0 R SPACING 4i g Z FOExpiration Date 09/01/2020 n ry ¢ By - Miami-Da roduct Control 0. ` o 1 0 N n J a N - XPi W [A Ili Q H LL o F_�.__________ A 0 m - .. _ L-.-,------------- w .n 0'O>M aop w DaOQd 18 EXTERIOR 0 6 r �¢ZO �v 1 17 17A 6 D.LO. 7 Q�j H METAL `� V"Z D STRUCTURE 36 3/4'MAIC 1 i5 N J • _WlUlti LOCK OPTIONS Q.92 LEA `1 OR 2 O 36 5/8"MAX. SEETION SHEET 10tFOR)DESCRIPTION DOOR OPNC. WIDTH � o J i 39 5/8"LW. 1/4'MAX. ¢ FRAME WIDTH 1/4'MAX. SHIM a SHIM O CONVENTIONAL LOCK CONCEALED FLUSH BOLTS n TYPICAL ANCHORS •• WITH DEAb BOLI LEVERS AT INSIDE FACE OF STILE U LL SEE ELEV., 2BY WOOD CK w FOR SPACING OR 0 3 ODD UCTURE INACTIVE LEAF a `0 0 0 ACTIVE LEAF o I 4�_tn i 20 G' okla�n i F Z m� 1111-- ---- g M o _ I \ ) n - L-i-mom— W I� w 0 0 w 16 EXTERIOR D.L.O. TYPICAL ANCHORS 4 1 6 6 SEE SPAC G 17 17A FOR PAGNG o $a LEAF WIDTH c o I OCCKOPTION A2 h' rc rc o 72'MAX. `u��ad� DOR OPNG. WIDTH m o 3 3 76'MAX. FRAME WIDTH CONCEALED FLUSH BOLTS 3 POINT LOCK ASSEMBLY--\ `LEVERS AT INSIDE FACE OF STILE o v^ 4 n w o ^o ACTIVE LEAF 1-A9TVE•"F15 • o W •• •: •: :•: : ••• ``` AN ```1111 _ _ _ r_L L___ T _ • • • •• ` j vQ. On S IS • • ••• ••• OF drawing no. LOCK OPTION 41 • • DOOR tETAM • '��S A0 rII�i1� \` sheet 7 of t2 • TYPICAL ANCHORS {�® SEF ELEVATIONS ECCE DIST. FOR SPACING Io Z n N •3 KSICONC. �O 4 0 D �� aWN`sr a OiLaQS ,o a�ln o COE "? � = Qu�mfk o O N 9/16"MIN. ? THROW BOLT 10 PENETRATION 0 U =w O 2, w U 3 ,/a'MAK. .. •o 5>o it SHIM O cc`s i I O >anm TYPICAL ANCHORS.... y SEE ElF/. I� 20 FOR SPACING'. ' Z v°O>3t r3 n g Q l n u 9 I � 21 � I I , I z w I PRODUCT REVISED o N nas com 1 ing with the Florida W o s rc o i Building Code rn EXTERIOR NOA-No. 17-1011.02 N t o D.L. DPG. Explratlon Date 09/01/2020 a -i a $Y p TRANSOM FRAME WIDTH Mla F-0a roduct Control 'vi c o 0 ai rn ���'ia� c AN z IN.10592 W • • • • • • `11\11111//// • • 5'T EOf DOOR %TH 7AANt0je DECXILS• • : • �',`S'3/ ry1�.� • • • � �'r�rlr �,A1A� sheet 8 oft2 ••• • TYPICAL ANCHORS I3 SEE ELEVATIONS EDGE DIST. FOR SPACING i!!! 1/4"MAX. 1/4" MAX. 'BY W000 BUCK e. SHIM SHIM (SEE NOTE SHEET 1) z .�3'KSICONC., I O Z °j n < _ TYPICAL ANCHORS TYPICAL ANCHORS Q f n SEE ELEV. SEE EL. d e F o w� FOR SPACING FOR SPACING Q WW N`m \= J SC1.F LL 21 O03UHm� rlU,O 1.FB ' , N LLzy=�, EXTERIOR 7 D.L. OPO. METAL PRODUCT REVISED STRUCTURE as Complying with the Florida SIDELITE FRAME WIDTH Building Code NOA-No. 17-1011.02 mi o SINGLE SIDELITE Expiration Cate 09/01/2020 Mlami- ado oduet Control w R ALUM STIFFENER v 1/4"MAX. O X10 X 3 4"FH TEKS O AS REOD. d SEE SHEEP 5 FOR CAPACITY 0 3 SMM H AT 10 FROM ENDS L AND 24"O.C. NAX. Z v°o°<o w a OM TYPICAL ANCHORS... 4o SEE ELEV. S >c r me' hj FOR SPACING -1(- o d> m 21 >3 0 z1 n W 11 j a o n o-j 113 D P y ' — o Inn N EXTERIOR D.L.O. 0 2 W o 1 4 SS oa D.L. OPG. LEAF WIDTH a o NOMINAL SIDEUTE WIDTH 1 1/2" DOOR OPNG.WIDTH 36-5/8"MAX. SINGLE(X) DDOR 73"MAX. DOUBLE (XX) DOOR - n c ^• 10 FRAME WIDTH a�`-•I`=cl8 1 ••• ••• • • m�v .v 21 • • • • •• • • •• \�\\11111 i/I t// O y •• ••• • • Is •• • '' GENS�c'•;`U p •• • Is • • �L r • • •• �- .I n� q 92. •3 KSI CONCr • �' SIDEIST DEQ�ILS • •• �� �� o •:: • ••• • :o OF <N. dlr�awing no. ' a EDGE DIST. TYPICAL ANCHORS • •• • • ��i •'•t. �P' ` Yp O—OS SEE ELEVATIONS SIDELIT I9�'1H DOQR DTAILS • • • �/S1Oyy ►,G ` FOR SPACING STATIONARY UNIT (SIDELITEI • • • • • '///ll l l 117\\ sheet 9 of 12 • • ••• • • • •• ••••• • • • • • • • • • • •% �• •• I-,231 # PART# READ. DFSi:R?PTION MATERIAL MANF./SUPPLIER/REMARKS 49 1 V501 3/DOOR FRAME HEAD/JAMB 6063-T6 V&V SELECTED EXTRUDER (I � 0 2 V502 1 FRAME SILL 6063-T6 V& V SELECTED EXTRUDER \ 3 1'503 1 SILL COVER 6053-T6 V&V SELECTED EXTRUDER Q m 4 V504 AS REOD. SIDEUTE STILE 5063-T6 V&V SELECTED EXTRUDER 5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-T6 V&V SELECTED EXTRUDER Q f L N 6 V506 1 LEAF HINGE STILE 6063-T6 V&V SELECTED EXTRUDER 4{p d F o 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T6 V&V SELECTED EXTRUDER 8 V513 AS REDD. INACTIVE ASTRAGAL STILE 6063-T6 V&V SELECTED EXTRUDER O 9 V508 2/LEAF SWEEP ADAPTER 6083-T6 IV&V SELECTED EXTRUDER 0 b W F 10 V509 AS REDD. SIDELITE ADAPTER 6083-T6 V&V SELECTED EXTRUDER V 01 W m 11 V511 AS REDD. GLAZING BEAD- 5/16"GLASS 6063-T6 V&V SELECTED EXTRUDER C W g IIA V517 AS RECO. GLAZING BEAD- 7/16'GLASS 6063-T6 V&V SELECTED EXTRUDER C a O O ~ 12 V512 AS READ. REINFORCING STIFFENER 6063-T6 V&Y SELECTED EXTRUDER 13 - 2/LEAF 3/8"THREADED ROD STEEL 15 V$14 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-TS 1-1/2"X 1-1/2'X 3/16" 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY 17A - 3/LEAF 13 PIECE HINGE ASSEMBLY - - 18 - AS REDD. ISEMNG BLOCKS EPDM DUROMETER 8035 SHORE A 19 - AS READ. IFIN SEAL PILE WEATHERSTRIPPING 20 V516 AS REDD. I BULB WEATHERSTRIPPWG SANTOPRENE OUROMETER 6015 j 21 #8 X 1/2" AS REDD. GLAZING ER SCREWS ST. STEEL PH TEKS,AT 2"FROM ENDS&8"O.C.MAX. o 22 #10 X 2" AS REDD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS p ^ 23 - AS REDD. SIDE LTTE ADAPTER SCREWS ST.STEEL - w n U 24 #8-32 X 1/2" 2/ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 25 - AS REDD. BUMPER SPACER SIUCONE - °N L CKS. SEALANTS: 3 v c c a 0 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1 LL;g:5 OPTION a11: OPTION k2: PTI SILICONE. o �'!>a .l ACTIVE LEAF: ACTIVE LEAF: 3 POINT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE BYHINGfiS; Z v°>3 0 7/16"X 3"THROW BOLTS AT TOP AND BOTTOM 'SUUJVAN AND ASSOC.' LOCATED AT 39"FROM ° I'O o ENGAGING FRAME AT HEAD AND SILL BOTTOM OPTION N1: THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS KEY OPERATED ON EXTERIOR AND THUMB TURN ON LOCK LOCATED AT 52-3/4'FROM BOTTOM INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.' 4-3/4"BALL BEARING HINGES 3 PER LEAF ---------------- LOCK LOCK HANDLE AT 49-1/2" FROM BOTTOM LOCATED AT 46' FROM BOTTOM BOTTOM HINGE AT 8-3/8"FROM BOTTOM RAIL TOP HINGE AT 11" FROM.TOP RAIL INACTIVE LEAF INACTIVE LEAF CENTER HINGE AT MIDSPAN ' HINGES FASTENED WITH 112-24 X 1/2"FH MS a CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' '^ 1/2"X 2"THROW BOLTS ENGAGING FRAME AT 1/2"X 2"THROW BOLTS ENGAGING FRAME AT OPDON 12: HEAD AND SILL HEAD AND SILL 7-13/16"THREE PIECE HINGES 3 PER LEAF o W B p o MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON BOTTOM HINGE AT 8-3/8"FROM BOTTOM RAIL ,g, 6 g INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED AT TOP HINGE AT 11' FROM TOP RAIL 10-3/4" FROM TOP AND BOTTOM 70-3/4" FROM TOP AND BOTTOM m i CENTER HINGE AT LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2"FH MS LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MWITH I HINGES FASTENED WITHTH #10-24 X 1/2"FH MS r. i % ;j % ••• ••ER01D1iCT�R&19B0� •• �'"�� Is codWng jr1h tI%FbAda ! n \ \ / Bui- \ \ / NOTding A No.Code 17-101'.0f•• : .�.�t�T7 /(/N 7 2 _ a \ \ / ••• ••• ExplratlonDate_0 01/2020 �` 0 • • 6y •ori -�._•, AEOF �\ drawing no. • • Mla I-na roduct Contrp • % •' F(ORIOP,.'�\ s•••........ W10-08 NOTE: LOCKS M FBE HURRICANE A D DURING SO •• •• •• • • • •• • • 4.000 �J i! r - 076 -4.66? ,�e i iYP. o 094 ° 626 I c I ° ° M y Q 1.5 2.725 1.750 078 � 1- I I ° 0 0 0 Q f Z N W a 4 n a TYP. 0 0 4_3/t.� 0 o N v u ° ° a�N 4.000 ° Io- z.o7s o I I o 0 G ati M t FRAME HEAD/JAMB 6 HINGE STILE ° o v o 'i z" ° o vl � 1.750-15.313 L112-24 X 1/2'FH MS O 0 J CRS TYPE 23 078 #10-24 X 1/2-FH M8 �' z° it 'YP. CRS TYPE 23 Z poy o .626 17 17 QZm�� afia 1.750 3 PIECE HINGE BALL BEARING HINGE 4477 4.000O 3.500 4.688 H 078 Tom• � 4.000 v z m 0 00 � n I s INACTIVE ASTRAGAL STILE v 626 o I U 5 TOP & BOTTOM RAIL z ooa .626 ��ao+ 1.500 1.750 078 1.984 t t<}r m iYP. s d a IIS W� .060 1.210 9"t3=rca 368 .094 5.31 [-125 � M 3 a oin o� 1608 � �a�txr TYF'. O 7 LOCK/ASTRAGAL STILE 9 SWEEP ADAPTER 2 200 3.532 3.762 �{1134� H�sw' 2.251 �fYrc YS� 485 � a TYP 4.176 t2 STIFFENER ° g 1.oto 1.164 .078 580 TYP. � m^ a 3 SILL COVER r .719 045 ••• ••• • 1 2.163 17.575 11 • ••• : • •• 111 i/�t7j7 0 .501 4 SIDELITE STILE GLAZING BEAD - 7/16" GLASS •• : ••o ••� i • • • `.``�`�� ��'� t a obs 1.660 1't �` ••33R; Z7DUCTREAED • •• 498 _ - as compWng with th.M.A.•• �t 7592 a I Building tod. f .078 ,062 .814 .709 .050 •• 000 NOA No. 17-1011.02 TYP. I l }� • : Exptrattodbati /01/2020• J 1 7 %��' SOF I� --4.000--1 -I 1.313 �� ,1 �I .6o9 •• • B� • .•a � •.�. rao?:' ��, W10-08 •• • mta ' uct tont • • �'7/rs�®{ipAL`;``�� 2 FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS • • • • • w i1tt11t1\1t\ sheet 11 of 12 • • • f y z 0, M N Q F ?n s /• R Q'po�o 0 o 0 IN o � / paco- Y Z O N Q �a F LLiN=� � of JAMS 13 FRAME TOP CORNER °m E 0 a � o i o °J SIQELITE SLIP ON JAMB CORNER w LEAF TOP CORNER o � U / N o ��¢oa � a�3tn • J OSNS� O TRANSOM CORNER ffiM a i R u o �v}il 22 u N voo Z�oa n o O N 13 • • • • • • `t�1111111r� - as eomplying wIt a Florida NOA-no • ••• NOA No. 17-1011.02 I �� i 0 r t PIghtion D;ti 9/01/2020 OF (! drawing no. • • • • • �tla• d• � 1j�2LEnc BOTTOM CORNE —08 *FafMME � SORNER :•• odue • ot • sheet 12 of 121 • • ••• •