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WS-19-613Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit MO.: {S-03-49-613 Permit Type: windows/shutters o rlassi�n Wirer/Door Replacement Issue Jerez 5/21;/2019 Parcel Number 189 NW 105TH ST, Miami Shores, FL 33150 1121360080090 Contacts Permit Status: Approved Expiration: 09/17/2019 Mauricio Martinez JTRS Owner THE HOME DEPOT Contractor 189 105 ROBERTO SANCHEZ 2455 PACES FERRY RD C-11 HSC, ATLANTA, GA 30339 Mobile: 9543956426 mati_morales@homedepot.com Description: 9 IMPACT WINDOWS REPLACEMENT Valuation: $ 12,039.00 Requests: Inspection 1405-M-4949ection Re e Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $9.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $219.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $219.00 Check # 18080 03/21/2019 $219.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining'thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. n a pting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate per its are re uired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating At tructtgn art ning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date March 21, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PE MIT APPLICATION BUILDING ❑ ELECTRIC ROOFING FBIC 20 Af Master Permit No. S— 3 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: &� ICh &T City: Miami Shores County: Miami Dade Zip: 1, Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple TitleholdTcf VAN K2 -FL IN ( mi Phone#: cff1f 636 TbLf l Address: t I l�lW 1(25 S -T City: M1aM, <�uos State: T1(if10a Zip: 33)Im Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -ft "Mc, ()Jn= � dam\ � Phone#: Address: im N w • � Iriff-_-) V �_Ar ll C6 r 11 as4 -744 -- 9 6 3 City: t Iz��-rf� r State: CA Zip: 71)() 33 1 Qualifier Name: �QQ,Qrtf�!�C��I Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: A City: State: Zip: Value of Work for this Permit: $ t� ��Ci. l7(7 Square/Linear Footage of Work:: 96 3 F Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: s.c T- L,,,,,,, &4 wre l c_"m .T Specify color of color thru tile: Q Submittal Fee $ 67 Permit Fee $ �qoCCF $ • Q 0 CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ QO Notary $ Technology Fee $ Training/Education Fee $ 2 ' Double Fee $ Structural Reviews $ Bond $ ,/( �i l F �- 7—, �, 1 TOTAL FEE NOW DUE $ (Revised02/24/2014) ' ` C/� � j'�ll,(-�jl�� J Bonding Company's Name (if applicable) '(\'Q Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with 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. Signatux OWNER or AGENT The foregoing instrumeDtwas acknowledged before me this 1� day of 20 // , by �Z & J ,L�`QX 4-rV who is personally known to me or who has produced�� • �� as identification and who did take an oath. NOTARY PU Signature L� CONTRACTOR The foregoing instrument was acknowledged before me this day of 20, by sy� who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Sign: o ry Public Print: -, Print: 202085 HnN�� =�ires Commission Exp Seal: , DAVID G. CAUTHEN Seal: April 01. 2022 MY COMMISSION # FF979617 1 5 EXPIRES: June 23, 2020 /N APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review IN3 1 Clerk TOW 10050 N.E. Miami Shor Tel: (305) 7 Fax: (305) Upon issu replaceme the permit by the req Upon obt, responsibi inspection etc. Inspec purpose f, Approval Acknowli i Qualifier/ pores Village Department nue ida 33138 Inspection requirements for: of permits for the scope of work involving the removal, changing and/or any type of windows, doors, sidelites, skylights or fixed glass (cladding) er or qualifier bearing his signature on the permit application shall abide Zents of this department and comply with the following statement: ,g window and/or door permits for the installation of same, it is the of the permit holder to request window/door framing in -progress )r to concealment of any horizontal or vertical clip mullion, bucks, shims, fill also verify anchor type, edge distance, embedment and spacing. The its inspection, is for the verification of conformance with Product A). Signature Date Print Name 189 NW 105 ST, MIAMI SHORES (KELEDJIAN) CA r � 5' fir, P F:u-r -I 1_1FNCE Atl fN ALL FEDERAL f FILL -S P'ID REGULATIONS 0000 0000 0000•• • .. .. 0000.. 0000.• .• 0000. . . • 0000. • 0000.. • • • 0000.• •0.0•• � 0000•• • • . • • 0 0 9 0000 FLORIDA BUILDING CODE 2017 - 6th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170,175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN P5F 170 MPH VELOCITY - EXP05URE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative z4 & z5 z4 do z5 z4 z5 z4 A z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 1 50.4 62.2 41-50 44.6 1 48.3 1 59.4 48.7 52.8 65.2 51-60 46.3 1 50.2 1 61.8 50.6 1 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COU NTI E5 WIND PRESSURES IN P51' 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 1 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive Negative z4 & z5 z4 A z5 z4 z5 z4 & z5 z4 z5 0-15 1 36.7 39.7 48.9 40.1 43.4 53.6 16-20 1 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.:F 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 1 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY MIAMI-DADE COUNTY WIND PRE55URE5 IN PSP 170 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 1 56.1 1 69.0 56.6 61.3 75.7 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION EXAMPLE I BROWARD COUNTY, PALM BEACH AND OTHER COU NTI E5 WIND PRESSURES IN P51' 175 MPH VELOCITY - EXP05URE D - Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 A z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 1 59.4 73.4 31-40 52.8 57.2 70.4 57.6 1 62.5 77.1 41-50 54.9 59.4 1 73.1 60.0 1 65.0 1 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3• DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building - 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 39, open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) ,��•///•///•/•••• 10- DIRECTIONALITY FACTOR Kd =.85 (Wind Directionality Factor) •• • 11- TRIBUTARY AREA: 10 SQF ••• DEF ^ /•••ice 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the s••• Q .............. /vVF •� Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. .` Q� ,••''' C E N S /� No. 52609 - o' PPMF Inc ? p STATE ' CA 32459 •• ••• ••• ••• • - • �� 950 N. F:r% Island RWd #915. . • i• I��+ •' kPlantation4brida,33324• • E-mail: PPMF@AOL.com • •Q ''r,, �,�� ;.tea " • • • • • • • • • • • • a<=BWx0.1ora<=hax0.; • ••• • • • BW less or equal than 4 9 e•0 0 ; : :,0,: DATE: 09/17/2018 a must not be less than. • • • • • • • • PEDRO DE FIGUEIREDO - PE 52609 a = 3 feet or a= 0.04 x BW NOT VALID W/OUT SEAL 9/17/2018 JOB# 10873403 WINDOW AND DOOR INFORMATION SHEET 71 Name KELEDJIAN Opening P 9 Location No Location Corner Zone or Interior PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Width IN Height IN 1 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 YES NO 2 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 YES NO 3 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 YES NO 4 5 18-0430.06 SH 65.0 80.0 48.6 65.1 38 61 NO NO 5 5 18-0430.06 SH 65.0 80.0 48.6 65.1 37 61 NO N4 6 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 YES ' NO ' 7 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 YES 8 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 YES N 9 4 18-0430.06 SH 65.0 80.0 48.6 52.8 38 61 NO '.WC60 1-4 4 17-0630.01 MULL 104.2 104.2 48.6 52.8 1 X 3 64 NA ..aA.. 6-9 4 17-0630.01 MULL 104.2 104.2 48.6 52.8 1 X3 64 NA ••NAS• IPNU3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= iA na SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 1 OF 1 .�u MIAMI-DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 11 DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. A APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evi4tteVate: a land $-Z, as well as approval document mentioned above. .: .•: :.: '. The submitted documentation was reviewed byeY1anVel Perez; AE! • .. ... ... ... . . ' OA No. 18-0430.06 . . . . . . . . . . . . .. .. . . . . . �11 �� • • • Expiration ate: August73,2023 Approval Date: August 23, 2018 ... ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). .. .... . . . . .. .. ... .. . . . .. Manuel rez . .. ... ... ... . . Product Contr Exa finer . NOA No. 30.06 .. .. .... . ... .. Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 Or. . . . ... . . . . . . .. ... . . . .. . . . . . . . ... . . .. . . .. . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. .. ... . . . . . .. . .. . . . . ... . .. .... .. . . . .. v Manuel Per , E. .. ... ... ... . . Product Control Ea ner ' . . . . . . . . . . NOA No. 18- 30.06 .. .. .... . • . • .. • Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 ... . . . . ... . . . . . . . . V: . . . . . . .. ... . .. 000 . . . ... .. . .. . SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7777 7) DESIGN PRESSURES • • III. NEGATIAE DESIGN LADS BASED ON STIUCIAR 4 CYCLE TESTING AND GLASS PER A 1vM% 3Eb• . POSITIV?DESIGN I.QJW"4D ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TJSTW%AND GLASS PE%ASTM E6300. • • C.IPESIGN LOADS ARE BASED ON ALLOWABLE XrRESODESIGN, ASD. • • 7007•• 8) TOE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CENRC"IAING TO THE REQUIRED DESIGN RA Alt. THE 33-1/3% STRESS INCREASE jj HAO. S NOT BE € N USED IN AMFS N OF TH THE 1.6 LOAD DURATION FACTOR TO CO H `7H OTHER DySSIMIR THE OLLAJMATERIFANCH�%Sjt" MEET THE REQUIREMENTI . ANCHORS THAT S OFME THE FLORI�A G ILDING COIF FOFI@CO%ROSION RESISTANC16 9)/AFT *"STRAT'E TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDIN13 CODE AND TO dL•REAA✓tD BY THE AUTHORITY HAVING JURISDICTION. • ••0000 y•• •0••0• 10)� I�C ERENCES: TES EFP0S-RT•TL 18-783`;1 & 1F&7,§35.2; ELCO ULTRACON NOA; ELCO CR LEX NOA; NATIONAL DESIGN SPECIFrATIJ)N FO$ WOOD CONSTRUCTION, AVSYHfiP# &IDS & ALUMINW406SIGN MANUALS • • 0 11) APPLICABLE EGRESS OMMIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FIGI IRF A Al I OWARI F SASH CONFIGURATIONS AND SHAPES —�� WIDTH WIDTH WIDTH ��- 1 I I 2 �/ A SPACE, 1/8" AN, .090" PVB, 1/8" AN 2 RECTANGULAR WITH EQUAL LITE SASH l i RADIUS -TOP WITH PROVIEW SASH 1 it RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. �17-13/16" MAX. O.C� —� 18-318"M AX. 17-3/4" MAX. (17-1/4" BUCK) B, SEE SHEETS 8&9 &9 A, SEE SHEETS 8&9 / EQUALLY SPACED ANCHORS PER TABLES 6 & 7 X EQUALLY SPACED ANCHORS PER i TABLES 6 & 7 (9" MAX. BUCK) I 17-3/4" MAX O.C. B_j NOANCHORSATSILL 53-118" MAX. TIP TO TIP WIDTH ELEVATION TART F 1 Al I OWARI F GI ASS TYPFS 9-12" MAX. (9" MAX. BUCK) 17-3116" MAX. O.C. 84" MAX. TIP 12-1116" MAX. O.C. TO TIP HEIGHT 13-51161" MAX. O.C. I 1" WEEP NOTCH AT EACH END Glass eType Description (Listed from Exterior to Interior) DIP Table # 1 1!B"AN .090" PVB 1/8" AN 2 5-6 A SPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .09(Y" PVB, 1/8" AN 4 8 3/16" AN, .090" $G, 3116" AN 5 9 3116" HS, .090" SG, 3/16" HS 5 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1!8" HS 5 11 13/16" LIG' 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 12 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 13116" LIG: 118" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 14 13/16" UG: 3116" AN CAP , AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 5 CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSIIAF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, AOM -2015 •AISI S1 DO -12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT 52-1/8" MAX. BUCK WIDTH - D. SEE 5" MAX. O.C. 4-11116" MAX. SHEET 10 C. SEE SHEET 10 I� 0 5" MAX. O.C. I 83" MAX. BUCK HEIGHT C 7 D f-- 4-11/16"MAX. �1^WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL -LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). SG= KURARAY SENTRYGLAS• INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ............. ............ 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES /GLAZING DETAILS..__.. 2-4 ANCHOR QUANTITIES .......................................... 5-6 INSTALLATION, FLANGE ........_..................__ ....7 INSTALLATION, EQUAL LEG.................................8 (n INSTALLATION, INTEGRAL FIN..._ _. _.._____.. 9 EXTRUSION PROFILES ........_............ _..._............ 10 ASSEMBLY & PARTS LIST. .............._.__.....__. 11 \`111111111////1 NY LYNI ��O••OCEN4 M * 140. 58705 0� • ST TE OF (V�� ' r10NAL IENG� A. LYNN MILLER, P.E. RE.N 58705 °r i O (SYS C) a w O o O (n U7 a w W 1 O (n J Z O a o N Z W 0 7 w O 0 = W �•. U 00 ®j J ,.., Fa � "jo n W — ap 1- � W a w J Q 'oN CM0 O ¢ Z O Z 0 U Z = Q J W � O ® J -4 ae U` W I3a,a Z O Z O F Z> Z Q lY O C> O g LU r— x Jz Q W O (n erJ'1 'sup .s ,�a5 \`111111111////1 NY LYNI ��O••OCEN4 M * 140. 58705 0� • ST TE OF (V�� ' r10NAL IENG� A. LYNN MILLER, P.E. RE.N 58705 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48 806 Bottom Sash Description for Given Range Sash Height Design Pressure (Ilaslfe) for Glass Types 1 & 2 Range (.n) to rip Widt 18" 25" 1 33" if 37 1 1, 41" 45" 49' 53-1/8" 24" Equal -lite 12.464 +65.0 -80.0 +65.0 -80.0 +65 D -80.0 +65. -80.0 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 -80.0 o Equal -lite 15.964 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +650 -800 +65.0 -800 +65.0 430.0 +65.0 -80.0 31' Standard Pro i- 12.994 - 15.963 +65.0 -800 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 2 U rE ® Shortest 12.464-12.993 +65,0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.D 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 r Equallite19.652 +65.0 -800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 -80.0 +65.0 80,0 Standard Pmdew 15.944 - 19.651 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 38-3W Custan Size 15.131 :15 943 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 1 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 Cust= Size 14.131 - 15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 .650 -80.0 «65.0 80.0 +65.0 80.0 Shortest 12.464-14.130 +65.0 -80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 -80.0 +65.0 -Wi) +65.0 80.0 H Equal4ite 2Z%4 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 800 01 -sap Custom Size 20.131 - 22.963 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Standard Provlew 18.594 - 20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 45" Custom Size 16.131 - 18.593 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Cust- Size 15.131 - 16.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Equal4ite 24.964 +65.0 80.0 +65.0 -80.0 -65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80 0 Custom Size 22.131 - 24 963 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Standard Proview 20.194 - 22.130 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 80 0 49' Custom Size 18.131 - 20.193 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Custom a .1 - 18.130 -4-5-0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65 0 80.0 +65.0 -80.0 +65.0 80 0 +65.0 -W 0 Custom Sizr♦ 14 136 - 16130 465.0 0860 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 .80.0 +65.0 -776 6 • Shortest 12.464 - 14.130 0 -80.(f_+65.0 80, 0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -800 +65.0 -75.1 - EquaN 777 +65.0 80.0 +65.0 -80.0 +65.0 80.0 «65.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 6 Custom S.ie 24.136- 25.776 465.0 80.00 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Prodew 20.844 - 24.130 5.0 -80. +65.0 80.0 +65.0 80.0 «65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 20.131 -20.843 0 8 0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 �8, 6 6 6 Custom Size 18.136- 20.130 +65l -8606 +65.0 80.0 +65.0 -800 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Sea* 10 WASIl-18.130 5.0 0.0 +65.0 -600 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -77.6 0 6 Custom Siz 14.13 - 16.130 .0 +65.0 -800 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 6 6ptandardP Shortest 9,012464-14.130 . +6501 X111 +65.0 .80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -739 lily 0 30964 45.0 -80.06+65.0 80.0 +65.0 800 +650 -80.0 65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Size 28. - 31.963 +65`15 - +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80 0 +650 -77.6 m 25.794 - 28.130 4" ,#w +65.0 80.0 +65.0 -800 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +650 -80.0 +65.0 -73.9 Size 24.131 - 25.793 +650 80.0 +65.0 800 +650 -80. D +65.0 -80.0 +65.0 800 +650 80.0 +650 80.0 +65.0 -72.7 S 1 - 24.130 +65.0 80.0 +650 800 +fi5.0 -80.0 *65.0 -80.0 +65.0 -80.0 +650 -788 +65.0 -70.5 Sia 20. 1 - 22.130 +455.0 11V +65.0 800 +650 800 +65.0 -80.0 +660 -800 +65.0 -80.0 +65.0 -77.1 +650 68.4 Size 18.131 - 20.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 800 +650 -800 +650 -75.4 +65.0 86.5 Size6is �1 - 18.130 +65. -80.0 +650 800 *65.0 -800 +650 -800 +65.0 80.0 +650 -77 1 x650 -73.8 +64.7 84.7 sl .11,114?- 16.130 +65.0 -80.0 +65.0 80.0 +65.0 .0 +.0 80.0 +65.0 -75.9 +650 -71.8 +65.0 88.2 +62.3 80 65 82.3 Equal -lite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 1 -80.0 1 +65.0 80.0 +65.0 -73.9 Custom Size 36.131 - 38.463 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -79.8 +65.0 -71.6 Custom size 34.131 - 36.130 +65.0 -80.0 1 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.9 +65.0 89.4 76" Standard Pro%iew 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.4 +650 86.5 Custom Size 30.131 - 30.993 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -78.9 +650 -74.6 +65.0 85.6 Custom Size 28.131 - 30.130 +65.0 80.0 +650 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 1 -71.9 1 +63.8 83.8 Shortest 26.194• - 28.130 +650 80.0 +65.0 '80o+65.0 80.0 1 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 88.2 +62.3 82.3 EqualJNe 42.464 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 800 +65D 80.0 +65.0 -80.0 +65.0 -77.9 *65.0 69.4 84" Custom Size 1 38.131 - 42.463 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 1 +65.0 -800 +65.0 -78.9 +65.0 -74.6 +65.0 1 65.6 Standard Prwew 134.194• - 38.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 1 +650 1 -75.9 +65.0 -71.8 +65.0 68.2 +62.3 62.3 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48 806 'GLASS3/16" GLASS STACK 090" PVB AIRSPACE 118" AN GLASS �K/B'ANGLASS F1 1 • r • . • r,i a GLASS TYPE 2 �I5/16" If_ NOM. UU ? i inp GLASS STACK N 7j .mad 1/8" AN GLASS o .090" PVB CON z atop 1/8" AN GLASS Q 30 O M aU)Z 26 1 w o f� 2 U rE ® 1/2" NOM. B o 4Ja W 00 J ~ W 'it. a J Q GLASS BITE EXTERIOR r 7ML� a U) Z 75 34 GLASS TYPE 1 'GLASS3/16" GLASS STACK 090" PVB AIRSPACE 118" AN GLASS �K/B'ANGLASS F1 1 • r • . • r,i a GLASS TYPE 2 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. '7/i / VhI I t %I"\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP= TEMPERED A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED P.E.# 58705 Y UU ? i inp N 7j .mad O do o O CON z atop Q' Q O M aU)Z OJ$ Z LL- o C7 w o f� 2 U rE ® v B o 4Ja W 00 J ~ W 'it. a J Q 'oN r 7ML� Z o U U) Z 0 7 S LL O 04 ® m W J u () = Z 1aa45 O Z J m $ r w O H 2 J LL fn Q ar1�( 01 -sap s pias 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. '7/i / VhI I t %I"\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP= TEMPERED A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED P.E.# 58705 +MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS' TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN, 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. -�I 13116" NOW GLASS STACK 090" PVB AIRSPACE 1/8" TP GLASS 118" AN GLASS f�lMai • • r 1'�l GLASS TYPE 3 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED 0 Bottom Sash Description for Gi%en Range Sash Height Design Pressure (Ibs/ft') for Glass Type 3 Range (in) Tp to Tp Width 18" 25' 1 33" 37' 41" 45" 49" 53-118" 24" Equal -lite 12.464 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $00 +65.0 1 $0.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 31" Standard Prom- 12.994 - 15.953 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 Shortest 12.464 - 12.993 +65.0 -80.0 +65.0 -80.0 «650 $0.0 +65.0 $0.0 +65.0-00.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 v Equal -lite 19.652 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -800 W .-. Standard Pmmi 15.944 - 19.651 +65.0 -800 +65.0 -80.0 +65.0 $0.0 +65.0 -8D0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 38-3/9" Custom Size 15.131 - 15.943 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -800 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 t� Custom Size 14 131 - 15.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65,0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 1 $0.0 +65.0 1 $0.0 +65.0 $0.0 1 +65.0 -80.0 1 +65.0 -80.0 Equal -lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 $00+65.0 $0.0 +65.0 -80.0 1 +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 QM O Custom Size 20131-22.963 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +650 $0.0 +65.0 -80.0 +65,0 $0.0 +65.0 -80.0 +65.0 $0.0 r Standard P-18.594 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 45' C'L_ Size 16.131 - 18.593 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -50.0 +65.0 $0.0 ❑ saps Custom Size 15.131 - 16.130 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65,0 $0.0 +65.0 -80.0 +65.0 $0.0 Custom Size 14.131 - 15.130 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $O.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65,0 $0.0 Shortest 12.464-14.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 $0.0 +65.0 -800 +65.0 -80.0 Equal -lite 24.964 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 .80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 .80.0 +65.0 -800 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .800 Standard P-- 20.194 - 22.130 +65.0 -80.0 +65.0 $0.0 +55.0 $0.0 1 +65.0 -80.0 +65.0 1 -80.0 +65.0 $0.0 +65.0 -800 +65.0 -800 49' Custom Size 18.131 -20.193 +65.0 -80.0 +65.0 -80.0 +65.0 $D.O +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W Custom e 6. -18.130 +65.0 -80.0 +65.0 -80.0 +65.0 $D.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 Custom Size 4 14.131- 16.130 465.0 000 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 $0.0 +65.0 1 -80.0 +65.0 -80.0 ! • • Shortest 12.464 - 14.130 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -800 '65.0 1 -80.0 Equal -Ii 777 + 0 -800 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 .80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 • • • Custom Size 24.136-25-776 W5.0 1 $0.10 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 Standard 1-14- -,--24 130 litkol -B0. +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 N Custom Size 20.131 - 20.943 0 7W. 0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 50.58' • • • Custom Size 18.136- 20.130 +6%10 -8" +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.D -80.0 +65.0 -80.0 Custom Sts 45.,10•- 18.130 e5.0 0.0 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 • • • Custom SizP 14 13'F- 16.130 - .0 +65.0 -80.0 +65.0 $0.0 +65.0 1 -80.0 1 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 • • Shortest &,112466-14+130 +6W #W +65.0 .80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 1 $0.0 +65.0 -80.0 +65.0 -80.0 Equal -lit• • 34%4 455.0 -80. +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 1 +65.0 -80.0 «65.0 -80.0 Custom Siz 29%f- 31.963 + - +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +55.0 .80.0 +65.0 -80.0 +65.0 -80.0 • • • • tandaid Proim 25.794 - 28.130 111 4 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 Custom Size 24.131 - 25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 •10"• Custarn S 1 -24.130 +65.0 .80.0 +65.0 -80.0 +65,0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom S is 20. -22.130 +&5 0+650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +660 $DA +65.0 -80.0 +65.0 -78.0 • Custom Size 18.131 - 20.130 4050 4p -80.0 4R +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -75.8 • • • Cuslom Size* F11111.01- 18.130 +65% -80.0 +65.0 $0.0 +65.0 -800+65.0 $0.0 1 +65.0 $0.0 +65.0 $0.0 +65.0 -800 +65.0 -73.8 Shortest _13.124v- 16 130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -800 +65.0 -80.0 +65.0 -77.7 +65.0 -71,0 Equal -lite 38.464 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 Custom Size 36.131 - 38 463 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -800 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 Custom Size 34.131 - 36.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -79.1 76" Standard Proiew 30.994 - 34.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Custom Size 30.131 - 30.993 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 Custom Size 28.131 - 30.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -72.7 Shortest 26.194'-28.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $00 +65.0 $0.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 EquaNite 42.464 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0 0 +65.0 -00.0 +65.0 -60.0 *65.0 -79.1 84" Cus[om Size 38.131 - 42.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -74.8 Standii Pm�iev 34.194'-3B. 130 +65.0 -80.0 +650 -800 +650 -80.0 +65.0 $0.0 +fi5.0 -80.0 +65.0 $0.0 +65.0 -77.7 1 +65.0 1-710 +MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS' TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN, 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. -�I 13116" NOW GLASS STACK 090" PVB AIRSPACE 1/8" TP GLASS 118" AN GLASS f�lMai • • r 1'�l GLASS TYPE 3 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED 0 a0 Y 16 W(>n C-) > nay ❑ ti o Y O a,oD 1n O t7 N Z y O of MZ a Z Z J O u Z t1 m i _ W 'a o O^ E 2D S W H U U o, o e v Fl U c,0 I� F2 CID v 2 N W .-. Q ANO o >a Z O1 o N Z_ t� UL O ® m J a to = Z 1aa4s H U) QM O D LU J p Z m r w U F r 2 J d U) Q an•1 ❑ saps .a5 NY LYNN ' KENS *-. 1. el * No. 58705 ISTEOF SS/ONAL /'/1111111 01" A. LYNN MILLER, P.E. RE .# 58705 esign Pressure (lbse) for Glass Types 4.7 5/16" NOM. f GLASS STACK 1 12.464 - 14.130 +65.0 1 Bottom Sash Tip To Tp Sash Height 116" GLASS EquaHRe D. DOnpt,- Width Range Ont53-118" 090" PVB -80.0 for Ghen Range 1!B" H 3U GLASS jS 24"Equal-I4e 12.464 +65.0 -80.0 .090" PVB Equal -Id. 15.964 +65.0 -80.0 26 -80.0 .090" PVB 12" NOM. 31" Standard Pro iew 12.994-15.963 +65.0 -800 3p 3/16" ACJ GLASS 1/8" AN GLASS Custom Size GLASS BITE $0.0 Shortest 12.464 - 12.993 +85.0 -80.0 EXTERIOR a Custom Size 14.131 - 15.130 +65.0 .80.0 12" NOM. Equal -de 19.652 +65.0 -80.0 Shortest 74 -80.0 StarXlard Prowew 15.944 - 19.651 +65.0 410.0 12.464 - 14.130 +80.0 -110.0 GLASS BITE 1318' Custom Size 15.131 - 15.943 +65 0 $0.0 GLASS TYPE 4 TARI F 5 Design Pressure for Glass Ty s8-15 Sh.n.t 1 12.464 - 14.130 +65.0 1 .80.0 7/16" NOM. GLASS STACK EquaHRe Equal -lite 22.964 +65.0 -80.0 GLASS STACK Custom Size 20.131 - 22.963 +65.0 800 3/16" AN GLASS .090" PVB Standard Pralew 18.594 - 20.130 +65.0 -80.0 .090" PVB 45" Custom Size 16.131 - 18.593 +65.0 -80.0 3p 3/16" ACJ GLASS 1/8" AN GLASS Custom Size 15.131 - 16.130 +65.0 $0.0 27 jl ]4 Custom Size 14.131 - 15.130 +65.0 .80.0 12" NOM. Shortest 12.464 - 14.130 +65.0 -80.0 EXTERIOR 12.464 - 14.130 +80.0 -110.0 GLASS BITE 12" NOM. EquaHite 24.964 +65.0 410.0 EXTERIOR • Custom Size 18.131 - 20.193 +80.0 -110.0 GLASS BITE Custom Size 22.131 - 24.983 +85.0 -00.0 l~ • ]4 J Standard Prow- 20.194 - 22.130 +BE 0 -80.0 34 49" Custom Size 18.131 - 20.193 +65.0 -00.0 GLASS TYPE 5 TARI F 5 Design Pressure for Glass Ty s8-15 Custom Size 14.131-16.130 +65.0 4S'3.0 Tp To Tp Sash Heigh Range (in) WidthGRa 53-1/8'• 13/16" NOM. EquaHRe Shortest 12.484-14130 +65.0 b0.0 EquaHite 15.964 +800 -110.0 Standard Plrniew 12.994 - 15.963 +80.0 -110.0 GLASS STACK Shortest EquaHite 25.777 +65.0 410.0 EquaHite 19.652 +60.0 -110.0 Standard Prmiew 15.944 - 19.651 .900 -110.0 .090" PVB Custom Size Custom Size 24.131 -25.776 +65.0 .800 AIRSPACE 14.131 - 15.130 +80.0 -110.0 a Standard Prow 9.0124 .130 +85.0 -80.0 3116" AN GL 1/8" AN GLASS 22.964 +80.0 -110.0 Custom Siz 20. 31 -:0+843 +85 AO 31 ]4 105/8" Custom Size 8.131 - 20.130 -654 40.0 •®OR • • •Custom Size 16.131 -•8.130 .65.0 -80.0 5 • 12.464 - 14.130 +80.0 -110.0 Z 12" NOM. 24.964 +B0.0 .110.0 Custom Siz• 1111130-ft.130 +65.0 -80.0 EXTERIOR • Custom Size 18.131 - 20.193 +80.0 -110.0 GLASS BITE •• Shortest 12.484- 1.130 +65. - .0 l~ • 14.131 - 16.130 +80.0 -110.0 J Shortest • EquaHite • 31.964 +65• -�� • u ~o 70.73 -. Custom Size 28.131 -31.983 +650 410.0 5®OR 5 GLASS TYPE 6 • • 9landerd Pn wew -25794 - .130 +65. • 16.131 - 18.130 +80 0 -110.0 W J Custom Siz .65 I�.P • Shotes! 13� Custom Size 22 131 - 24 130 +65 0 -80.0 31.964 +80.0 -110.0 If_ 13/16" NOM. • • Cullom Size 29131 - W 130 +gSO GLASS STACK • 63" Custom Sizes 18 IRI -A .130 +65 Lr -8 . • AIRSPACE .090" PVB 20.131 .22.130 +80.0 -110.0 u atom Slze 16.131 - 1 .130 +65.0 -80.0 3/16" TP GLASS 1/8" AN GLASS • • Shortest 11194• - 16.130 +65(a •8•.00 • • 31 ]4 13.194' - 16.130 +80.0 -110.0 Equal -lite 38.454 +85.0 - .0 38.464 +80.0 -110.0 I • • umom Size 1 t - 3 .463 +65. -8"0 • f8OR Custom Size 12" NOM. u Custom Size ,131 36.130 +65. -80. • EXTERI R Shortest 26 194' - 28.130 +80.0 -110.0 GLASS BITE Equal -tae Standard Proiew 30.994-34.130 +65. -0.0 • a 38.131 -42.463 +80.0 -110.0 Standard Pmvew 34.194' - 38.130 +80.0 -110.0 '00 gust- Size I.1•, 0.993 +65.0 0.0 • Custom Size 28 131 - 3 .130 +85.0 410.0 �5 OR 5 ]073 Shortest 11141,111041, 26194• - 28.130 +85.0 410.0 GLASS TYPE 7 TARI F 5 Design Pressure for Glass Ty s8-15 Imo- NOM. Bottom Sash n Des Ra for Gnge Tp To Tp Sash Heigh Range (in) WidthGRa 53-1/8'• 24" EquaHRe 12.464 +80.0 -110.0 31" EquaHite 15.964 +800 -110.0 Standard Plrniew 12.994 - 15.963 +80.0 -110.0 74 Shortest 12.464 - 12.993 +80.0 -110.0 ®oR 5 EquaHite 19.652 +60.0 -110.0 Standard Prmiew 15.944 - 19.651 .900 -110.0 38-318" Custom Size 15.131 - 15.943 +80.0 -110.0 GLASS BITE Custom Size 14.131 - 15.130 +80.0 -110.0 a Shortest 12.464 -14.130 +800 -110.0 70-13 Equal -lite 22.964 +80.0 -110.0 70-73 Custom Size 20.131-22.963 +800 -110.0 Standard Prove- 18.594-20.130 +80.0 -110.0 45" Custom Size 16.131 - 18.593 +80.0 -110.0 Custom Size 15.131 - 16.130 +800 -110.0 Custom Size 14.131 - 15.130 +80.0 1 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 Z EquaHite 24.964 +B0.0 .110.0 Custom Size 22.131 - 24.963 +80.0 -110.0 Standard Pmwew 20.194 - 22.130 +60.0 -110.0 49" Custom Size 18.131 - 20.193 +80.0 -110.0 Custom Size 16.131 - 18.130 +80.0 -110.0 Custorn Size 14.131 - 16.130 +80.0 -110.0 J Shortest 12.464 - 14.130 +80.0 -110.0 w - EquaHite 25.777 +80.0 -110.0 u ~o Custom Size 24.131 -25.776 +80.0 -110.0 Standard P_ew 20.844 - 24.130 +80.0 -110.0 -. Cuslan Size 20.131 - 20.843 +800 -110.0 SOS/8 Custom Size 18.131 - 20.130 +80.0 -110.0 Custom Size 16.131 - 18.130 +80 0 -110.0 W J Custom Size 14.131 - 16.130 +80.0 -110.0 Z Shotes! 12.464 - 14.130 +80.0 j -110.0 O EquaHite 31.964 +80.0 -110.0 1- 2 Custom Size 2B. 131 - 31.963 +80.0 -110.0 Standard Prowew 25.794 - 28.130 +80.0 -110.0 J Custom Size 24.131 - 25.793 +80.0 -110.0 63" Custom Size 22.131 - 24.130 +80.0 -110.0 Custom Size 20.131 .22.130 +80.0 -110.0 .s i�as Custom Size 1B.131 .20.130 +80.0 -110.0 Custom Size 16.131 - 18.130 +80.0 -110.0 Shortest 13.194' - 16.130 +80.0 -110.0 EquaHite 38.464 +80.0 -110.0 Custom Size 36.131 .38462i +80.0 -110.0 76' Custom Size 34.131 - 36.130 +80.0 -110.6- Standard Pmvew 30.994-34.130 +80.0 -110.0 Custom Size 30.131 - W 993 +80.0 110.0 Custom Size 20.131 - 30.130 +80.0 -110.0 Shortest 26 194' - 28.130 +80.0 -110.0 Equal -tae 42.464 +60.0 -110.0 84" Custom Size 38.131 -42.463 +80.0 -110.0 Standard Pmvew 34.194' - 38.130 +80.0 -110.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 3/16" AN GLASS .090" SG 30 3/1�GLASS 26 12" NOM. EXr RIR GLASS BRE a 74 34 GLASS TYPE 6 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1'• FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3/16•' HS GLASS 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 Imo- NOM. Y GLASS STACK .090" SG AIRSPACE 090" SG 1B" AN GLA HS GLASS 31 74 ®DR 5 74 ®oR 5 112" NOW EXTERIOR 12"NOM. EXTERIOR GLASS BITE a GLASS BITE a _ ®OR 5 70-13 0-73 ®OR 5 GLASS TYPE 10 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1'• FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3/16•' HS GLASS 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 NOM. GLASS STACK Y .090" SG AIRSPACE 090" SG i/8" TP GLASS 1/8" HS GLASS 31 74 (9OR 5 74 ®oR 5 12" NOM EXTERIOR 12"NOM. EXTERIOR GLASS BITE a GLASS BITE a _ ®OR 5 70-13 70-73 ®Oft 5 GLASS TYPE 12 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1'• FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3/16•' HS GLASS 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 NOM. I STACK GLASS GLASS Y 090" SG AIRSPACE 090" SG 3/16" AN GLASS 1/8" HS GLASS 31 ]4 ®oR 5 74 ®oR 5 12"NOM EXTERIOR 12"NOM. EXTERIOR GLASS BITE a GLASS BITE a _ ®OR 5 70-13 o -7a ®OR 5 GLASS TYPE 14 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1'• FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3/16•' HS GLASS 30 3116" H GLASS 26 12" NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 - 1 I� 13/16"NOM. GLASS STACK Y 090" SG AIRSPACE 090" SG 1/8" AN GLASS 3116'• AN GLASS 31 74 5 74 ®oR 5 112" NOM. EXTERKK4 12"NOM. EXTERIOR GLASS BITE a GLASS BITE a _ ®OR 5 70-13 GLASS TYPE 11 - 1 I� 13116" NOM. GLASS STACK Y 090" SG AIRSPACE 090" SG 118" TP GLASS 3116" AN GLASS 31 74 31 74 ®oR 5 12" NOM. EXTERIOR 12"NOM. EXTERIOR GLASS BITE a GLASS BITE a _ 7 70-73 ®OR 5 GLASS TYPE 13 - 1 NOM. Y GLASS GLASS STACK W = h 090" SG AIRSPACE "aH 3/16" TP GLASS 1/8" HS GLASS 31 74 ®oR 5 12"NOM. EXTERIOR h OM a� Z GLASS BITE a _ 7 d ® U U � J 70-73 ®OR 5 GLASS TYPE 15 AN= ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED V LYNN �pN• ... Mi No -58705 S, rATFOLF ORID / ////,S'ONAL A. LYNN MILLER, P.E. P E.is 58705 n Y W = h O "aH w h w U) (7 N C h OM a� Z Z J o F Z tL c m >_ _ 7 d ® U U � J r MQo m tij S ~O J oN j .�-. Y F CMO Z Z Z 7 LL 2 V ® m J Z ,aa 4S U) Q O W J Q p F Z m r- O � a 1- 2 J d (n Q 0 allll ', cap .s i�as V LYNN �pN• ... Mi No -58705 S, rATFOLF ORID / ////,S'ONAL A. LYNN MILLER, P.E. P E.is 58705 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TART F AR Glass Description (Listed from Exterior to Interior) Type 1 1/8"AN, .090" PVB, 1/8" AN 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3116" AN, .090" PVB, 3/16" AN 6 13/16" LIG: 311AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 36"116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN CON i N W U) Q OM a Z Z J O w z LLm = o0 U.,o o UUo e� V M2o a ~ W OMO 7� > v > Q H- �Zm o Z U _ W to r l7 0 ®©uv©©o©uu©©©©©©©©©©©©un ® a J F- L Z a 7- —Gu, C3 a Ir o ? o L) UT - 2 J Z (n Q ©©©©©©©©©ulluuu s as E=z�uuuuuuuuuuuu©©©©©©©©©©©© ��uuuuuuuuuuuu©©©©©uluuuuuu ©© MUM ©©©©©© ©©UM s�"u"uuuuuuuuuu©©©©©©©©©©© EC�=M=0EE00900uu0u,uuu'uuu,uuu©©© E=�a-M�Ruulpuuuuuu©©©©©,©©©© u'uuu �u��rjeuEuuuuuuuu! uu'ul©©©lull jua� uka kanuuuouuuuu©uuuuuuuuu INSECIT-I ©QZ anuuuouuuuuuuuuuuu!uuu NESME=©©aAuu©uO©©©©©©©©©©©©;©©© woyr�quuovu©©u©©u©©u©©;u©© pecamw E=z=L&M=uuuuuuuuouu©;uu©©©uuuuuuu l� uuo©uouuouuu©uuluuuuuuuuu uuuuuu,uuouuu;uuuuuuuuuuuu � �uuu uuu uuo�uuu;uuu uu© uuu uuu t ©uo,uo©,uo©uu©quo©uu© n��uuuuuu w?grf� Mununna •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TART F AR Glass Description (Listed from Exterior to Interior) Type 1 1/8"AN, .090" PVB, 1/8" AN 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3116" AN, .090" PVB, 3/16" AN 6 13/16" LIG: 311AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 36"116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. \\111111111/// / NY LYNAt L%CENS * No. 58705 = pOH'. A� ////NAL1111 ` A. LYNN MILLER, P P.E.# 58705 Y W ? >_ s o �o co N� d1UO CON i N W U) Q OM a Z Z J O w z LLm = o0 U.,o o UUo e� V M2o a ~ W OMO 7� > v > Q H- �Zm o Z U _ W to r l7 0 ® a J F- L Z a 7- —Gu, C3 a Ir o ? o L) UT - 2 J Z (n Q Qn s as \\111111111/// / NY LYNAt L%CENS * No. 58705 = pOH'. A� ////NAL1111 ` A. LYNN MILLER, P P.E.# 58705 — /: Anchor Quantities Required for Tp to Tip Width "Through -Frame" Installation 18" 25' 33" 37" 41" 45" 49" 53-115" using Glass Types 8-15 Jamb Jamb Jamb Jamb U1., Bottom Sash sa:nH�Description aa xfor GivenRangeRange (n) B B 31" Standard ProA Shortest Equal -lite Standard Prow 9-3/8" Custom Size Custom Size Shortest Equal -lite Custom Size Standard Pro,ir 45" Custom Size Custom Size Custom Size Shortest Equal -lite Custom Size Stallard P- 49" Custom Size MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 Glass Type Description (Listed from Exterior to Interior) S rn,u,,...<_��....e....., liiiiY',fiL7Y 9 L7L7Y L1fiii 676761 i7i/fifiYf%i7iafi 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 no unn© Eno ©©©©©©©©©©Nunn 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 ME=-wdwM=FJ©oo©o©©o©©©©©©©©©©©©©©© 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS O OJ, arc NZ U O u Z tL rOp o WW_ Iwoo©©al©©v©©©©©©©©©©©©©©© U U_ o ®a 0. �Ha ©©©©©©I©©©©©©©©© _j J�NO M O ; > � ©©'©©©©©©©©©©©© �Z� o Z U (� W ED m H � LL � O ® W J >k ' Ylil�:. ]YClii'YY 0©�'iv©Q �Z a o i©©©©©©©©© © o 0 O J U Z 2 fn a, a� s „as NEEMEM MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3116" AN 9 3116" HS, .090" SG, 3116" HS 10 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 12 13116" LIG: 118" TP CAP, AIRSPACE, 118" HS, .090" SG, 1/8" HS 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 0 Co Y W i r>>n a O � ❑ o U) 0 C7 N z y O OJ, arc NZ U O u Z tL rOp o WW_ O r - U U_ o ®a 0. �Ha F Z~ a _j J�NO M O ; > � �Z� o Z U (� W ED m H � LL � O ® W J >k F Z ;aa45 �Z a o o 0 O J U Z 2 fn a, a� s „as INSTALLATION • OPTION 1 EDGE DISTANCE • ANCHOREDTHROUGH r _ ___ _____ T FRAME INTO 2X WOOD #12P.T. Steel, • FRAME OR BUCKSTRIP. C7 EMBED- SEE NOTE 2. THIS SHEET. -- SASH • • •~E MENT I-� EDGE DISTANCE Q Steel Stud, Gr. 33 min. _ — - 114" MAX SHIM — -- f • • EXTERIOR • 0,000 Ungrouted CMU, (ASTM C-90) /L�• •• • •15 ••• 27 • • ••• H°D = Q L-- 1" WEEK • � ---1-..J 1" NOTCH AT EACH END Ungroute C-9 1) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) 1 SEE TABLE NOTE B, FOR_/ 1-318" 3 0 LL O n 18 HEAD TYPE ® m _1 z O TYP. ANCHOR TYPE, U FIXED EMBEDMENT AND U VISIBLE U) EDGE DISTANCE PER LIGHT LU SUBSTRATE, SEE HEIGHT W o TABLE 8. J z J 32 • TIP • •• • ... to . • TIP • •••� 1-318" #12P.T. Steel, • 3/8" T • ••• •• SASH • • •~E 0.063" Q Steel Stud, Gr. 33 min. •004 00 , HEIGVT • •I• • • EXTERIOR • 0,000 Ungrouted CMU, (ASTM C-90) /L�• •• • •15 ••• •• • • ••• H°D = Q J 1" WEEK • � Concrete (min. 2.85 ksi) 1" NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 46 13 USE EITHER 1 SWEEP LATCH a MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. SHIM NO ANCHORS ° REQUIRED IN " FLANGE OR _ EQUAL -LEG FRAME SILLS a ' VERTICAL SECTION B -B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. EMBEDMENT SEE NOTE 2. THIS SHEET. EMBEDMENT « II+— 1/4" MAX SHIM I.� 1/4" MAX SHIM 4 I LIG TVWIDISTANCE DTH 17Al� I EDGE .-. I 1 f _ FIXED VISIBLE '�I • It` LIGHT WIDTH TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V 1/4" MAX. SHIM DADE APPROVED MULLION, RBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Min. Embedment Qigmcp Southern Pine (SG=0.55) 9/16" 1-318" #12P.T. Steel, Aluminum, 6063-T5 rrin. 3/8" 0.063" 188-8-8 or 410 SS Screw A36 Steel 3/8" 0.063" Q Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Z Concrete (min. 3.35 ksi) T. 1-3/4" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine H°D = Q J 114" Steel Concrete (min. 2.85 ksi) 1" 1-3/8" Ungroute C-9 1) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) V 1-318" A) MIN, Ur J IMKtNUJ tl TUNU Irlt MtIALJUea IKAIC. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TVP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL, SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: TIP TO TIP WIDTH - 5,12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGT2 + 3.78" @SASH: TIP TO TIP HEIGHT/2 - 11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W °r 1 Q .°a, o O to ON Z¢ alae O Q O a rn Z Z J O y Z LL coo _ Lu O U U cD ory H°D = Q J O 7 > v F 9410 O Z U rn Z (i j = LL O n m ® m _1 z O W U H z_ U I'3v5 U) 0) 0 O LU Qo z_ W o U J z J D- all'1 sap s ias `\\\1111111/, NY - LYNN ' AZO ...... LIGENSF •'•��'� * :•� No. 58705 OF C(7� A. LYNN MILLER, P E. P.E.# 58705 INSTALLATION OPTION 1 EDGE ANCHORED THROUGH ' FRAME INT02XWOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 27 �0 FIXED VISIBLE LIGHT HEIGHT J 14 • • •Rbiom • HEIGM • • • Bim-' ••0000 • • • SA41 •••••• •0•W9181E •000• • PI • • * 0 HEIG0 • • 1• •0• a •• • • EXTERIOR* • • • 000400 000015 i' WEEr • NOTCH AT EACH END _T___r__, I— 1 - .1 EMBED- r I MENT EDGE I- DISTANCE "- V4" MAX SHIM — - - }T -- - �---- �--J I SEE TABLE 3 NOTE B, FOR 18 HEAD TYPE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. — - TVP. ANCHOR TYPE, 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. INSTALLATION OPTION 3 H-hy a6 Distance 13 N • USE EITHER 1 BUCKSTRIP INTO CONCRETE/CMU. SWEEP LATCH @ OPTION 4 MIDSPAN OR 2 • • • BOTTOM LOCKS - EMBEDMENT SHOWN 0.063" Q O �-+- 1/4•' MAX SHIM 3/8" • • OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1 /4" MAX. SHIM 1" L NO ANCHORS REQUIRED IN • ° ° FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B -B INSTALLATION OPTION 2 Substrate INSTALLATION OPTION 3 H-hy ANCHORED THROUGH FRAME Distance ANCHORED THROUGH FRAME AND 1X N DIRECTLY INTO CONCRETE/CMU. 9/16" BUCKSTRIP INTO CONCRETE/CMU. EQUAL OPTION 4 LEG/BOX SEE NOTE 2, THIS SHEET. EMBEDMENT - EMBEDMENT SHOWN 0.063" Q O �-+- 1/4•' MAX SHIM 3/8" 1/4" MAX SHIM Concrete (min. 3.35 ksi) 1" _17 EDGE Ungrouted CMU, (ASTM C-90) 2-1/2" "SAASHVISIBLE, DISTANCE 19 1" 1-3/8" N FIXED VISIBLE LIGHT WIDTH 1" _ 1/4" Steel Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" EXTERIOR 15 BUCK WIDTH HORIZONTAL SECTION A -A 1/4" MAX. SHIM \ DADE APPROVED MULLION, FBC Substrate COMPLIANT ALUMINUM/STEEL FRAMING H-hy OR STEEL STUD. MAY BE VERTICAL OR Distance HORIZONTAL. SEE SUBSTRATE N PROPERTIES, TABLE 8. 9/16" INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN 0.063" Anchor Substrate Min, Edge Min. Embedment LU ? w Distance y N P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 rrlin. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Q O Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" eF P.T. Southern Pine (SG=0.55) 1" 1-3/8" N Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" A)MIN. OF J I N KLAUJ ULYUNU I Flt ML I ALJUt IKAIt. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIE @FIXED LITE. BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT/2 -11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT- SASH HEIGHT - 2.55" @SASHSASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8, ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. \\,11111111)//, 0p�Y LYN/y 3 No.58705 '�0 •� 4u , 1 r ' • OF (V\ i C� '•FLORIOP.'• \�� A. LYNN MILLER, P.E. P.E.# 58705 LU ? w o y N m ya O w } ^ aloe O o w C7 e U) Q O O w a U)z 0 J O y Z LL cOp c W O r u n W W ~ W N . Q SMO o � a O � Z O Z � z0 LL O ® = W J 00 U a O W m '-�45 Z X Q rn 5W O z / O w U a � _ C3 N Q W a0�1 sul e uag \\,11111111)//, 0p�Y LYN/y 3 No.58705 '�0 •� 4u , 1 r ' • OF (V\ i C� '•FLORIOP.'• \�� A. LYNN MILLER, P.E. P.E.# 58705 I FIXED VISIBLE LIGHT HEIGHT • 1 43 • •iEIGHT • • �r 3 • J- 000 • SASH • • • • LIGHT • • HEIGHT • i• • • EXTERIOR 16 • �7 • 1" WEEP ' 42 • ••yQTCH AT ••• EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (SCREW SHOWN) � EDGE DISTANCE EMBEDMENT --�� EDGE —:\ --J 5— DISTANCE _1/4" MAX EMBEDMENT SHIM `—TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. • 13 USE EITHER 1 • SWEEP LATCH @ • MIDSPAN OR 2 • • BOTTOM LOCKS • • • I�I • STANDARD SILL SHOWN. SEE PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. 114" MAX Tj SHIM I EDGE DISTANCE EMBEDMENT [-- VERTICAL SECTION D -D 114" MAX SHIM 114" MAX. SHIM —{ 1/4" MAX SHAM H E LIG WIDTH LIGHT WIDTH f FIXED VISIBLE LIGHT WIDTH EDGE DISTANCE EMBEDMENT I -k5A0!R 56 U I \ BUCK WIDTH Min. HORIZONTAL SECTION C TYP. ANCHOR TYPE, -C EMBEDMENT AND EDGE 2-1/2" x .113" Box Nail DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, F8C TABLE 9. (NAIL SHOWN) — COMPLIANT ALUMINUM/STEEL FRAMING P.T. Southern Pine (SG=0.55) OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE 2.438 PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL A) MIN. OF 3 I HKEAUS BEYUNU 1 HE ME IAL SUBJ I KA 1 E. VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT12 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2+4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT(CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Min. Edge Min. Anchor Substrate Distance Embedment 2-1/2" x .113" Box Nail P.T Southern Pine (SG=0.55) 5/16" 2.438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 Z�tOp mi Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel Trusshead Screw or Aluminum, 6063-T5 min. 5/16" 0.125 #12 Steel, 18-8 or 410 SS r0..45'1 —TNUJ Screw 0.050" A36 Steel 5/16" 0.05 > Y Ga) Steel Stud, Gr. 33 min. 5116" 0.045 A) MIN. OF 3 I HKEAUS BEYUNU 1 HE ME IAL SUBJ I KA 1 E. VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT12 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2+4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT(CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. CNK LYNN ''', JCENSF' * .1 No.58705 �ST O E u I - T . i CCS FCOR101" G\?� S1ONAL E? 'x'11/1111111\\ A. LYNN MILLER, P.E. P.E # 58705 Y LU ? � N 70- O >� 3^N O N9 crop O 8 O vt Q a Z Z Z�tOp mi o CDr = o� UU J I— 00 Q C' LU —TNUJ t=J O^ Q J/Ap > Y Z O u - Lu m ®� W w rn 0 X Z Z ;aay5 a � LL C) Z) ¢ o r W U 0 n r J Q Z ao!t sap s ias CNK LYNN ''', JCENSF' * .1 No.58705 �ST O E u I - T . i CCS FCOR101" G\?� S1ONAL E? 'x'11/1111111\\ A. LYNN MILLER, P.E. P.E # 58705 2.848" ��- .062" 1.489" .062" -� OFLANGE FRAME HEAD 2.798" 2.841 lUl • • • • FLANGE FRAI,&E jS1�L: -2.848" T 1.1125" 1 2.112" .062" : I OINTEGRAL FIN FRAME HEAD 2.798" -� 3.466" 062" • 1 • �+-- 2.848" I � .987" 062" t O EQUAL LEG FRAME HEAD 2.798" �I i 2.341 062" O EQUAL LEG FRAME SILL •••••• •• • ��•• • • • (srNTEGRAL FIN FRAME SILL • • • • • • 1'^w• 2.273" • •• •• w • x.300" 020" 0 • ••••• .170' • ♦ • • • w • • • • • ! 2.772 ••• • 0•lj.211" • • 2.15" .062'• • • • • • • • • • • w .062" -f- 1.300" �-�- t° SASH TOPIC • w 74 FIXED MEETING RAIL t5 HIA-RIS""" RAIL - 2 560" 062" 2.724" O FLANGE FRAME JAMB 2.798" 3.508" 3.185" L.0627 2.724" L-1 1.125" [l OINTEGRAL FIN FRAME JAMB 2.798" FLANGE FRAME SILL ° HI -RISE 2.273" --�I U 7.2" 2.105.1 .062" 1.235" 1.300" Imo- �I 1.300" G) SASH BOTTOM RAIL (2)SASH SIDE RAIL tt INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4" NOW WITH DESICCANT EXT. GLASS INT. GLASS 70 KODISPACE 4SG TPS 133" 2.060" -�-I 062" 2.724" 6O EQUAL LEG FRAME JAMB 2.798" �{ tz EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3116" NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS INT. GLASS 71 SUPER SPACER' NXT" ALUMINUM POLYISOBUTYLENE DESICCANT FILL 1.4 REINFORCEMENT 46" +� SEAL 5/16" NOM. .040" I .634" 1 .465" -+I -�'1 .61 T' .496" ROLL -FORMED SILICONE SEAL 1.522" 1 r .627" BUTYL 8 STAINLESS STEEL .040" .802' .802" .802" .802" DESICCANT .813" I FOAM III'F EXT. GLASS EXT. GLASS 1.370" .070" .045" .050" INT. GLASS INT. GLASS to HEAD COVER ANCHOR 1e SASH STOP COVER 5A IG BEAD zsa IG SNAP BEAD O 5/16" LAMI BEAD (D 7116" LAMI BEAD 72 DURASEAL SPACER 73 XLEDGETM SPACER \.��NY LYNN,�� •,, LICENSE • l�� i *.. No.58705 ' OF i CCS •'R.STA ,ORIOP.'G��. S!�NAL A. LYNN MILLER, P.E. P.E.# 58705 W w O N > ^a21 m 3JOQ C7 c� Q w O � rn Q Z J 00 a OLL ° _ Z W O O Z U U o Q� d V xg7 r I`— W Q Or Q JMO > ' � Z o _Z Z 0 LL 0 D ® W J a j z y z 1�4= Q O Q O Z j o F U J X co Q W an11 se0 s i�as \.��NY LYNN,�� •,, LICENSE • l�� i *.. No.58705 ' OF i CCS •'R.STA ,ORIOP.'G��. S!�NAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 11: 9 PGT Part# Description Material 5, ASSEMBLY DETAILS FOR 1 542001 Head, Flange Alum. 6063-T6 FLANGE FRAMES 2 624017 Head, Integral Fin Alum. 6063-T6 (OTHER FRAME TYPES SIMILAR). 3 624028 Head, Equal -leg Alum. 6063T6 4 624004 Jamb, Flange Alum. 6063T6 4 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063752 1 5 624020 Jamb, Integral Fin Alum. 606376 51 1pprove4 ,. cowpiyirls wkL vF iinr%dx b�udin¢� SA Jamb, Integral Fin (Used For Alternate Radius lop Head) Alum. 6063132 Dale 6 624031 Jamb, Equal -leg Alum. 6063 -TB XOA# Mt w0.6.PredwtCawn 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum, 6063T52 40 HEAD 7 624002 Sill, Flange Alum. 6063T6 8 624018 Sill, Integral Fin Alum. 6063T6 INTERIOR 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Corer Alum. 6063-T6 19 624015 Sash Slop Alum. 6063-T6 25A 624009 IG Bead Alum, 6063T5 25B 624011 IGq$" Oead Alum. 6063-T5 26 624013 916"1111miTeading Alum. 6063-T6 44 26 7/1 Lami Beading • • • Alum. 6063-T6 3047 Glazing Be ,Bulb Vin for #6 023 Vinyl w 48 R62404, Ting Bead, Bulb Vimyl for #62.009 & #624011 Vinyl i246 z Swee Latch (@ Top Cast Znc Z BottmLatch (@ Sill) Alum. 6063-T6 Setting Blodk (1/8" X 112',TC7 Neoprene 37 7,4053 SiIWask! • • ... Polyethylene Will 9 54 Sash op Rail Gasket • • • • Is • Polyethylene 39 774055 Sash Bottom Rail Gasket • Polyethylene FROG • 92114057 HjA.RftTqL Polyethylene 1 724063 Wyeting Rohl Gasket • • • Polyethylene 41? 61226D Sas gcAtjIm Rail Bulb y • Polyethylene 0 J O y Z tl m i o u WQatherstdp►.270" x .187', Fin Seal (@ MR) O r 44 67S16G We9 0..170" X.279', Fin Seal (i MIAMFD1ADE MIAMI -DARE COUNTY • 111111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "PGT" Clinued Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -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 of4tkigplge 4,pfl gvijdtrice pages E-1 and E-2, as well as approval document mentioned above.. • • • • . .. . . . . .. . The submitted documentation was reviewed bylCrgA�i.•94istp><i�, LF..' .. ... ... ... . . •' . . . . . . . . . . NOA No. 17-0630.01 . . . . .. .. . . . . . • • • Expiration Date: iviay 25,201 Approval Date: November 09, 2017 Pagel ... ..• . . . . . . . . . . . .. ... . .. . . . . . ... .. . .. . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 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 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. .. ... . . . . . ... . .. . . . . ... . Jorge M. Plasencia, P.E. ':' ':� ": •�• •Aro uct Control Unit Supervisor ." NOA No. 17-0630.01 ' .' :' : • • *-*Expiration Date: May 26, 2021 Approval Date: November 09, 2017 ... E - 1 . ... . . . . . . . . . . . . .. .. . . . ... . . . ... .. . .. . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t' 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. .. ... . . . . . .. Jorge M. Plasencia, P.E. .. ... ... ... . • 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 NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLEOPENING WIDTH FCR VERTICAL MULL--{ MULLIONS / -� SEE DETAILS A-D,G,H; SHEETS 24 i7 II SEE DETAILS / -1114- A THR /ATHRV SHEETS 24 1 I I \ II III I VERT, MULL LENGTH • 1•• 1 0 • • 7 ILE DETAILS M • • , • A-0,G,H; lose IZONTAL 'HEETS 24 • • 0 MULL 0 0646 • VNGTH • • 9 • �1aRIZONTAL • MIAI 000 •• • 0009 LENGTH • • • • C • • ADITIONAL EXAMPLES OF MULL ONFI6U�TIONS: 0 •0000• t--HORIL MULL �LENGTH -1 )PENP HEFOR VF JGHT {� {� MAIL f / MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING w,oTH FOR VERTICAL MULL GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MILLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGu.AR NOT HAVE A GAP OF MORE THAN 1/4• FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINCLOPAS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO OF NO MORE THAN 0780. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ATHRU U; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN / SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(S), FOR HAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS PRODUCTS MAY • -DE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIL N MUST BE CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. By PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL, � 1 i`� • • 0 0 •-) LENGTH -0 • e � e •• ••e 00*0 OPENING MULL HEIGHT •1ANelel L L SINGLE MULLION I (SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FSC), 5TH EDITION .N NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. ADM -2015 •AISI Sloo-12 •AISC 36410 MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT21 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. GENERAL NOTES............_....._...... 1 INSTRUCTIONS. .......... _..._ _....._.... 1 ELEVATIONS .............. .... ._.... ...... ... 1 MULL TO ZX WOOD........._ ............. 2 MULL TO 1X & MASONRY .............. 2 INSTALLATION NOTES .... ......... ._. 2 MULL TO MASONRY........ _ ... ....._. 3 MULL TO STEEL STUD- __.._...._. 3 MULL TO Ml1LL .........................._.. 3 ALTERNATATE CLIPS .............. _ 4 SAY MULL NSTALLA DON.............. 4 1 X 2 X.1 25 MULL SPECS ...... ..._..5 1 X 2 X .375 MULL SPECS _.......... _6 1 X 2.75 X.375 MULL SPECS.... -.....7 1X 275 X .66 MULL SPECS ...... ..... 8 1X 3.125 X .500 MULL SPECS........9 1 X 4 X,126 MULL SPECS ...... ...... _10 1X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X.375 -r MULL SPECS........ 11 125 X 3.165 X 266 MULL SPECS.. 12 125 X 3.25 X. 100 MULL SPECS..... 13 126 X 325 X.824 MULL SPECS_... 14 125 X 3.94 X.624 MULL SPECS ..15 2 X 4 X.26 MULL SPECS ... _........... 16 2 X 6 X.25 MULL SPECS- ....._.._..-. 17 126 X 2.11 X. 125 MULL SPECS.... 18 30• X 325 BAY MULL SPECS......._ 19 46• X 325 BAY MULL SPECS...._.- 20 MULLION & CLD' DIMENSIONS.._.. 21-23 EXAMPLES 1 & 2 ................. 24 LOADING EXAMPLES ................_.... 25 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR7 OR "TRVW GULARITRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LISS/Fn FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFr) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY - 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND LASING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT-) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT-) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION MCAPACITY (LBSIFT•) OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as wmply-ng with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Mlam e Product Con . `ANY LYNN,y''�. No. 58705 =� Q, O ATE0 I ' ��/` IONAL E�`.�`• A. L46NMILNHRI,'k. FL P.E.# 58705 W ^ DETAILA DETAIL B: MSD" MULLION TO 2X WOOD BUCK MILLION MULLION ATTACHED TO 1X BUCKSTRIP TW. ANCHOR PER SUBSTRATE, OR WOOD FRAMING WOOD SUCK AND MASONRY arrAcnoriENr SEE SEE TABLES 16-138 (OFFSET CLIP SHOWN) {STANDARD CLIP SHOWN) By oTHERs, C4 SEE NOTE I. I MULLION I SHEET I. CO f N a U W i c Z W b I q I I MIN 27KS1 W O = I I I SEE SHEETS 9 < CRETE OR CMUEDGE N 21 - FOR HOLE d I CON' I _ _ _ DISTANCE, EITHER THE i I I LOCATIONS e b F— EEE SEE TABLES STANDARD 08 -^ EDGE a EDGE DISTANCE 7EL13B OFFSET MULL c c e FOR MASONRY UUUY"' LU DIS I MCE S CLIP MAY BE o ANCHORS m O INSTALLED BY d a I I I BREOCRwwWD SIDE VIEW m THIS METHOD. a FOR vd < d a ALL MULLIONS EITHER THE V D H d STANDARDUL Z z U m e < n OFFSET MULL ? L CLIP MAY BE d e n INSTALLED BY D N P ` EXTERIOR THIS METHOD.A \ o n < d EDGE e c EG DISTANCE n �_ 7 d d FOR eq M4S(NNRV THE OFFSET CUP IS ANCHORS ..moi RECOMMENDED FOR ED a • • • • [S FIN -FRAM • • • EXTERIOWINDOWS, BUT MAY u < • • • • • • • ALSO BE USED FOR • • • • • • • OTHER FRAME TYPES. ` . ANCHOR ;;�� SUBSTRTABLES 16-1313 BUCKSTRIP AND BY OTHERS. EMBEDME� M • _ - EEE NOTE t, SHIfT 1. MN 2.T KSI CONCRETE OR CMU FRONT VIEW � Q v L ao co a • • • • • • • • TYP. ANCHOR TYP. ANCHOR • • • • PER SUBSTRATE, SEE iAeLE51B-186 • • • • PER SUBSTRATE. • • • • • • • SEE TABLES 1B-168 EDGEJEND • • • • • • • • DISTANCE • SEE TABLGS • • • • BUCKSTRIP Y 1B-138 "aE0M • AND Z • ATTACHMENT O , ¢ Z��go • • • • BYOTHERS, I • • ',�•'•••.;". SEE NOTE I, .•; SHEET I. - 1- `rO� : • : r• .: .• • SIDE VIEW • 9' •••• •••• FRONNVIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 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 FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS - ` . ANCHOR ;;�� SUBSTRTABLES 16-1313 BUCKSTRIP AND BY OTHERS. EMBEDME� M • _ - EEE NOTE t, SHIfT 1. MN 2.T KSI CONCRETE OR CMU FRONT VIEW � Q v L ao co a J� 80 r0 En W Q H Y Y Z O ¢ Z��go O a g 1- `rO� B 9' PRODUCT REVISED as complyin with the Florida Building Codi NOA-No. 17.0630.01 Expiration Date 05/26/2021 \\ll 11 11/IAA \. ....... N,y�'�., .: y10ENgF'•. * ; No. 58705 *: D its— _ CJ�_� •.FC ORIDP.•'�G\�� S�ONAL \ A. LYN(�S OILY' P.E. FL P.E.# 58705 DETAIL E: .1zsMIN. MULLION TO MULLON INTERSECTION (U CLIP) VPRIES TOP VIEW VARIES LINTERSECTION U -CLP FRONT VIEW DETAIL C: MULLION DIRECTLY ATTACHED TO NOTES: MLKUCN MASONRY STRUCTURE (STANDARD CLIP SHOWN) 1) MAY BE INSTALLED IN -TEE' OR 'CROSS- g O Ig INTERSECTIONS. TYP. ANCHOR EITHER THE I I PER SUBSTRATE, 2) MAY BE INSTALLED HORIZONTALLY STANDARD OR qqq I SEE TABLES IB -13B - (SHOWN) OR VERTICALLY. OFFSET MULL CUP MAY BE \ - I I EDGE CISTANT:F INSTALLED By II I FOR MASONRY THIS METHOD 1 I ANCHORS I I l EXTERIORa•• a d EDGE DISTANCE THE OFFSET CLIP IS RECOMMENDED FOR N FOR MASONRY FIN -FRAMED ANCHORS W MAY WOWS, D I aND D ALSO USED FOR 8 OTHER FRAME TYPES. TYP. ANCHOR d PERSUBSTRATE, Q ' SEE TABLES 1B-138 TYP. ANCHOR • • • • BUCKS7RIP • ANO • • • • ATTACHMENT PER$UBSTRATE, SEE TABlE91B-138 • • • • • BYOTHERS, " -40 • • • SEE NOTE 1, EMBEDi MENTI •. • •1 SHEET I. • ' • • • • .•' �.�. • EDGE • ••• • r DISTANCE rSEE • • • • • • • TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 13-13B • 0000 • FRO I" • SIDE VIEW •• • • • • • • • • • 000 090:00 • •••• •• • •••• • • • • • •tIISTALLATOR N OTES •• • •• • • • • • • ANCHOR EM9EDNIENT TO BASE MST! SIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Fee • • • • • 000300 2)• QUANTI;(Oi• AN••CHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • ONLY. BECAUSE THE ANCHOR O►RPACr"S BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCA'MONOF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • • • • FOLLOW IN G SI -i M.'OR DETAILSA-D, El�i�iER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E: .1zsMIN. MULLION TO MULLON INTERSECTION (U CLIP) VPRIES TOP VIEW VARIES LINTERSECTION U -CLP FRONT VIEW Al2 STEEL SCREWS, ��SELF -DRI W NG OR PRE-DRLL MUWCN AND USE $MS \ \ MULLION EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE $EE TABLES IB -13B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TYP. ANCHOR A PER SUBSTRATE, SEE TABLES 1B -13R SEE'SHEFTS 21-23 FOR HOLE LOCATIONS \� \ N%JLLION FOR STEEL STUDS THINNER THAN 18 GAAND COMPLIANTWITH THE PL BINIDING CODE. A 2X WOCO BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED as complying with the Florida Building God• NOA-N•, 17-0630.01 Expiration Date 05126/2021 Miami -D a product ontrol EDGE DISTANCE SEETABLES` a30Y LYA(IV 1BA38 't * IN o.58705 TE SFS''-F40RIDP,.•' \�� A!t4 IRo E. FL P. 58705 Y � h NOTES: 1) MAY BE INSTALLED IN -TEE' OR 'CROSS- g O Ig INTERSECTIONS. 3 ¢ R, -E v 2) MAY BE INSTALLED HORIZONTALLY - (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 10AL)l FOR CORRESPONDING MULLION. W N W Al2 STEEL SCREWS, ��SELF -DRI W NG OR PRE-DRLL MUWCN AND USE $MS \ \ MULLION EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE $EE TABLES IB -13B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TYP. ANCHOR A PER SUBSTRATE, SEE TABLES 1B -13R SEE'SHEFTS 21-23 FOR HOLE LOCATIONS \� \ N%JLLION FOR STEEL STUDS THINNER THAN 18 GAAND COMPLIANTWITH THE PL BINIDING CODE. A 2X WOCO BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED as complying with the Florida Building God• NOA-N•, 17-0630.01 Expiration Date 05126/2021 Miami -D a product ontrol EDGE DISTANCE SEETABLES` a30Y LYA(IV 1BA38 't * IN o.58705 TE SFS''-F40RIDP,.•' \�� A!t4 IRo E. FL P. 58705 �f DETAIL F: DETAIL G: DETAIL H: n FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F -CLIP) (ANGLE CLIP) (ANGLE CLIP) S a �Y t c SEE DETAILS A-0, JO' 46' LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL M �TO SPECIFIC SUBSTRATES. fV s U MUWon 0 t 0 Z UU 0 O W 0 0 0 0 0 0 O O \ TOP VIEW o SIDE VIEW TOP VIEWc') m Ucn Lu 9NOWN WITH I'XYX.126- I H Z 0 O MULLION I TYP. ANCHOR PER SUB6TRATE, Z T U I I I 1 SEE TABLES 15BOR 165 i Z 5 Qb 1O .EXTERIOR TYP. ANCHOR I I EXTERIOR 8 y v .1 -Z STANDARD MUWON CLIP MODIFlFO TO FR FIELD I PER SUBSTRATE. I SEE TABLES 15-148 m Q Z �n-- ~ CONDITIONS. 1 I '1 2' X 6'ANGLE CLIP, I 2 PER MULLION END. MUST BE Z Q m Q QZ N \ \ I INSTALLED INSIDE OF BAY MULL. id CO co A �MUILKaN /1 I I (A •• e • • • Q� •� • • • • • I Y%6'X .125 K Y Y O • \ • i I ANGLE CLIP O Q • • I 2 PER MULLION END, Z d �• • j I MUST BEINSTALLED �0 S0 000 • \ Cb I INSIDE OF MULL. @ ar m0� 000 • • • • I b PRODUCT REVISED • • • • • ANCHOR • • • • • • •��, as complyyingg with the Florida M1 ding Code '17-0630.01 R. R SUBSTRATE, • gEETABLESIB-UB • • • • • • • • • • ` • • • • • �/� INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR NOMio. Expiration Date 5/26/2021 • • • • • • • • STANDARD CLIP TO BE EXTERIOR 'I - INTO WOOD, STEEL. • • • : • ALUM, CMU OR MODIFIED IN -FIELD. M IYW'• • • It w Mlaml-D Prodact..It - • • • • • EX7ERDR: • O • ` E.�'E 06Ap Qfk PFsi P 4� f of • • s *900 • • • •61D/ INTO WOOD, STEEL, t...1 ALUM, CMU OR MASONRY O • ® �l EDGE D1 Z PER PER ANCHOR ui 1111 EDGE - �- - -� W / LYNNE DISTANCE £ NOTES FOR INSTALLATION OPTION G 8 H', a ` applY PERANCHOR O BE INSERTED INSIDE OF MULLION. Q�•• P' l� 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST NOTES FOR INSTALLATION OPTIONS F:1F 2) DETAIL G: SEE TABLES 16-148 FOR ANCHOR QUANTRIES AND SHEETS 21.23 FOR HOLE � :' No. 58 705 _ ? �WE 1) DETAIL IS NOT APPLICABLE FOR THE SA`! OR 1.26' X 2.11' X .125" MULLION. LOCATIONS. _ 2) SEE TABLES 1 B-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 1660 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. ® r �T : ••��` A•� �� i FS ORION , �C�� 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �' S�ONAL ENG0 a A. ANIMILL , P.E. O FL P.E.# 58705 TABLE 1A _ o _ • • • _ -- - - 1 Anohar I LW ( 57 195 D. 195 IN 22516. 44516. 2 A_GGWn D 100 Min. v. 40- 0VW W2 240 E. 1 350 In IWA WA • &IulYat Ca Table 1.000- ••• •• • •••• 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" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IL 125" Opening WMlh(for verb wl"parn rnLflcrls)or Opening Hel9ht(forinrimriely-9Pamin9 mJiors) • ••e• THICK STEEL STUDS TO RE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • 50 in so in 70 N 80 in 90 in 100 i1 I 120 in RBctenOUlar Tleprnianp. Pe guly Traprrdmg. RePmrpAar T,.OThelq. Reetanpdv ThIpRllnnl4 Rclaqu°r Tlvp7-np. racwlpula 7rep7Rtan9. ROofe ww TnpRrhrp. L-dhlp U.&g Loedk9 Loadn9 Lmdnp Loedkp Loadnp Loading i.wdn9 140 M 1601n Redarpular RW/T11m0 Roowvw T-018u1g. Leedn9 Loadrg i-oedllp Ln.dnp 1 X 2 X .125 L.-dnv Loading L-dnu Akun Tubs .�' P Loalinp Lwdnp & _ &' } _ P _ &' IL 3g ' _ >aa' 3 �' _. £ L' _ .L• &gg _ ta �b�8�c Ti�c S_5S t = L7Y p■ ZE d`C SS df i6 �� s LF2� $#$ =y. $E �@ i2. d,-, �yy &@ 3 f E. d� SE s 9 �y •$�$ 58 56 5 id i B _;Y;yl5�8�55$$'' g, R+$� �K �8 <C 'c 3SE dac i 4¢ Z 7 V^�• K 111.9 408 129.5 332 93.2 400 115.6 325 79.9 409 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.8 405 104.0 319 46.6 406 104.0 719 312 81.0 244 30.9 409 101.0 78.6 312 81.0 319 330 244 23.4 {� 104.0 319 J12 81.0 244 74.0 312 538 258 624 372 73.1 252 53.5 312 67.0 248 46.5 312 832 246 41A 372 61.3 244 37.6 312 51.0 2M 312 49.3 219 28.8 291 49.3 210 22A 281 49.3 210 20.0 281 4a3 219 m.9 261 7Q8 234 SJ.2 57.3 207 43.9 r 281 61.5 226 45.8 247 IB.B 202 37.8 251 55.7 224 39.9 247 M.e 199 32B 2e1 52.1 222 35.5 261 60.1 247 41.5 196 29.2 247 39.4 228 31.9 281 191 26.J 217 38.4 193 27.0 247 38.1 193 78A 247 35.1 1B3 15.4 21I 361 to c 52.6 247 38.4 200 412 170 32.0 200 36.4 168 27.4 200 31.6 16J 24.0 200 28.0 160 21.3 200 27.1 159 192 200 26.0 157 18.0 200 25.0 158 331 lei 33.3 155 27.6 181 363 152 23.7 181 28.9 149 20.7 181 24.6 116 18.4 181 22.8 144 16.6 181 21.7 743 IE 66h 29.11 168 30.6 142 24.0 16f' M7 139 20.8 185 27.1 176 15.0 165 27.0 134 72 k 222 138 23.3 120 78.5 1>8 19.9 118 15.0 714 77.5 718 79 h _I 76.9 125 19,7 100 15.7 125 16.9 107 _ 7Bh 17.5 179 1112 104 • • • y16. �0 714' SS Eko 3'18' Eleo IA' 99 Eioo 970 Sigel pt t • • • • • *A-eyl: 3/16' Eko UIS m 114" Elco Ult_ Ultrecan 31Iri" Elco Uhmon 1/4" Eko UMOoon A9paGaW Utraoan Appra('wtor S.- (G5) s- LOS) Spee' (051 • • • Anchor Clip Paltems • • • •dflrnnce Tn} 1' 2-1/C 7' Z-12' IVB' 1' 2-12' T 2-1/2' Y 9.1/8 Y 0.48" ✓1.51' 0.324' • • • • • • l6edn t�14" 1-314' 1-3f4' 1x14' 7 7-1N" 1-1/4• 1-i N" 7-7/4" 1-y8' I -W 14rlea •IVWcMn 78 4.75" . O.G, / Mord or piP (Fq. 11 3B01b8 3BO Ibe 4501G BBO ba 1e4{ as 2701M 280 ma 354 •e 74016a 374 1Da 864 iW 94B Ih. 311 Iri N2 M 560 •c ---- ...- .,,. "v" we wa ee711n 885tH 112010. • _ o _ • • • _ -- - - 1 Anohar I LW ( 57 195 D. 195 IN 22516. 44516. 2 A_GGWn D 100 Min. v. 40- 0VW W2 240 E. 1 350 In IWA WA • NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALI 1.000- ••• •• • •••• 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" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IL 125" 4) SUBSTRATES: CONCREI E SHALL CONFORM TO ACt 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED ` • ••e• THICK STEEL STUDS TO RE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • • • •••11.11 •• • I URE 1: • • •F RE Z: • •• • f •1111• FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE b: FIGURE& 0 1111 • THE 4NCHOR CAPACITY ADJU5 r mom.. r -....-..- (DP_) X/ANCHOR ANCHOR CAP.- \MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7�j r 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" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IL 125" 4) SUBSTRATES: CONCREI E SHALL CONFORM TO ACt 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED ` CONCRETE BLOCK UNIT (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO RE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2" X .125' MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL" 18-8 S.S. OR 410 S.S. t Q c m Z;5 '7 v o W X Y 8 FE N U) x CJ Q O 1 d � Z � 1 0 miJ O - 70=O 11 U PRODUCT REVISED as complying with the Florida Building Code .OA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -D Product Contro a�N'i LYN7v �'C`. •LICENSE'- �C�� * • No.58705 6za r�: O ' STATE F �'',, ONAt'E \ A. L`�M1MIlU��, P.E. FL P.E.# 58705 TABLE 2A Mutgon Caoacity Table IbsIR; • 1 FIGURE 1: • • • IGURE 2: • TABLE NOTES: 1 • • Opening Wbth (for \ertic94-sPeng miflons) or Opening Nolgh! III hor ly-apen ring mullions) Iso m • , in BO in 80 in 100m 120 in too n • 50m R1lctangWar naplTdag.lj[Re?der8. Sp In 70 Rectangular TrepfTdag. Redac Top'Tda1g R-twoular Tnp7jeng. RectanI Trapridarg. LoadingL6edry Load9g lAed9g Rectangular TrepfTdarp RldaryWaf TnpTdag. Rwdaigubf Trap/Tdena Loading Loading Loading Loading Loading Loading 1 : 2 x .�76 Alum. Tube LOWmp Loading Loading �a ^ tnadirg Loading Loedln9 Lae0lnp %,. r �g - t s.. �' 8 �1 a Tc 8 �^'25 1d FIGURE 3: _ Mugbn8g dg� _ rS v ci 8` �` $ 6 . S 8 d r7" d^ 8` .� g y{¢ ip a $ 1 1 1 1 z� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 0 Ryp d $8d Fd s� i8 a1 do z dd fIrc a 28 ry c� FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Qin 771L0 021 170.0 435 478 1297 882 170.0 60fi 113.6 661 188.5 618 iW9 882 166.8]517jj188.9 517 767 682188.9 St7 84.9 862 1660 617 56.7 /3.4 507 98.0 398 38.0 882 1869 507 89.0 6t] 3B8 48a, 121.6 507 1360 419 101.4 17 410 86.9 SD7 108.7 403 76.0 507 7026 399 67.6 607 98.6 98.0 398 '81.3 8CD 356 60.7 507 99.0 396 41.2 450 80.0 366 37.0 166 80.0 958 324 466 80.0 358 50.625 to tW.i 458 1116 310 86.9 4b8 88.9 371 74.1 458 90.6 384 61.8 456 848 360 57.8 4% 400 67.3 318 47.5 400 640 82.3 314 35.8 100 61.8 313 305400 81.8 313 25.7 400 81.8 313 541n 85.4 IOD 93.3 336 71.2 400 80.9320 81.0 400 727 322 53.4 420 256 260 324 10.5 253 22.2 324 405 253 195 324 405 253 80 m 823 37A fi6,9 276 51.9 324 57.5 270 446 324 81.2 264 36.8 324 469 260 34.6 324 43.8 334 230 16.6 294 334 230 h 538 294 67.4 252 44.8 T94 19.2 216 39.4 204 43.6 241 33.6 294 318 237 23,9 289 37.1 352 232224 26.0 266 31.6 29.8 212 294 33.5 230 18.2 294 18.5 288 260 210 167 268 27.7 209 14.6 288 27.7 208 681n 72m 468 36.0 268 49.8 230 225 37.9 106 38.0 268 424 225 30.0 225 32.2 101 314 2660 37.5 221 29.2 288 34.1 218 2S7 715 26.4 188 225 225 25.6 185 200 225 23.5 192 160 225 221 100 100 Z25 20.3 177 129 225 19.8 176 11.3 275 18.6 202 18.6 176 158 791n Mai 30.8 26.3 202 320 177 192 29.8 188 2S6 202 77.2 173 230 192 25.1 165 21.9 202 23.0 170 19. 7M 21.5 16! 17.0 202 19.7 165 13.3 202 18.4 183 20.2 IW9.0 182 177 182 tA7 159 75.7 192 18.1 167 14.2 702 166 155 128 202 18.7 180 10.9 202 188 i58 9.6 11.8 192 16.2 152 10.1 192 144 150 8.9 102 14.2 1b0 901n --Win 18.6 162 141 19.0 128 127 16.8 113 15.1 111 16.1 126 , on. a Is 000 "" .,.. SItB Elm "4-880.. 5116 Ekb - S8 ,- 4`10 Biel 812 Sietl -1 Steel • • A�aBar Type: 9/16" Fho UBracon 114' Ek6 Uescon Uhvoon 3118' Elco Uieacan 1M' ROD JII AgQeGat. Ulvaoan AgQeGator 8cra. (GS) Scr1rN (GS) 8 -(GS) AIIOIIor Cllpl'•1lltil! • z 12" Y 3 -ye 2 o 48' 0 5+ 0 324 • • • • • r E ors 0 1 2- L 1? Lure 1 1-� r -ice en�a (DP_) X ( ANCHOR CAP.,,,,,,\ _ ANCHOR CAP.,,,. MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2 AI6RW4 � i1S Min. G.C.1 F-889'IFl9, e1: 2w as eau ies rvi. ,.,� .-, • ._.. - NOzOR THE &9tHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • 1 FIGURE 1: • • • IGURE 2: • TABLE NOTES: 1 • • • • • , 1) SEE SHEET i 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 ANDIOR 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. 0 • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3C1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ANGLE CLIP MUST CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED MINIMUM OF.125" FIGURE 4: 1 FIGURE 5: FIGURE 6: • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complyln with the Florhta Building Co41a NOA-No. 17-0630.01 Expiration Date 0512612021 a TjY LTfVI�M/ �i,� * ; No.58705 ZZ ��0•�tTE F �'•((j4 ' � .FtoRiDP.••'G�� '7,, ONAL 1E t\•• . LYN I INIILLER, P.E. FL P.E.# 58705 No TABLE 3A - Z Muilon CapaCity Table (msAla) �� 0 0 0 Opening th (tor wrli oy-sparmirg mui0 ) or Opening He ht (Tor hod-ntWV Warr1rlg mullions) ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: n 70In W ti W In 100 in J 120 h 14010 tm in 50 in Rtt10np4a Trap'Triarn7 W ftecanptar Tmp7Tneng. ReNallgalar 7raptillap. pectangtiar R.Plhlal8 RxUrarl TrapReam. Rectarpuu TrM.?Mn& Lmd^g Loae1g Reetan9ular TmplTdap. 71eNanplar Tmp/Tda^0. n4etan0WY Taaad.9 L. Loadrg Lemalm Luadng toadrq lmd^0 7 x 2.76 x lnadng Loading LoadnO Loafing Lmdn9 Lm dW Lowing Loading Laadap Lnadng N TrU .576 Alum Tubes-Tin o $'sF � 'i$is aecg ¢ Muiion65 c3 0 T-� �t� Z S@ dF it� 0.`1 R�gLycSdFiso a& f� 0.1 11 aF8 17 0.5E 42 In 170.0 820 170.D 433 170.0 744 170.0 478 170.3 81111 1700 508 170.0 992 170.0 519 1740 1118 1740 621 170,0 7240 170.0 521 118.7 1301 170.0 521 127.8 1301 170.0 521 111.5 7301 170.0 521 M in 170.0 708 17D.0 524 170.0 850 170.0 584 170.0 992 1740 630 170.0 1133 170.0 881 /51.8 1138 170.0 877 138.8 1738 170.0 BBD 1138 1139 1709 8B0 B7A 11]8 170.0 680 85.4 7139 170.0 BBO 50,62910 00.0 70. 170.0 5W 170.0 1188 770.0 931 187.8 1032 170.0 884 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 758 a36 10.]2 1740 758 73.4 1032 170.D 788 5410 170.0 7W 170.0 812 181.3 907 170.0 881 1382 W7 184.7 TJO 720.9 907 1525 120 707.5 807 146.0 714 98.8 907 141-1 710 80.8 907 1440 709 69.1 W7 740.0 709 80.6 50.4 735 91.8 874 44.1 007 140.0 709 735 91.8 574 W h 141.1 735 151.5 625 117.6 735 1]O.J 617 100.8 738 11fi.0 599 882 73.5 1082 5W 79.4 735 99.5 583 70.5 735 911.1 578 58.8 739 91A 574 75.8 621 38.1 6� 75.8 41 63h 121.9 888 130.0 570 701.8 BBB 111.5 557 87.0 Bae 98.9 547 762 856 80.1 838 67.7 688 83.9 531 W.9 BW 79.8 528 67.6 461 80.8 442 668 75.8 511 43.8 8B6 607 63.1 !78 17.9 W7 62.7 474 33.7 807 82.7 474 C6610 106.0 607 522 88.3 1167 06.1 St1 75.7 807 BS.D 501 W2 LINT 77.1 497 58.9 807 71.5 488 53,0 W7 48.4 610 53.3 417 40.8 818 50.0 405 34.0 810 45.9 402 292 510 44.4 399 25.6 610 44.3 399 11121, 87.6 510 443 69.4 456 400 88.0 510 n0 431 58.7 10 84.3 426 51.0 510 57.9 419 57.0 450 81.7 792 49.6 138 5A.1 3B5 qA 459 48.6 378 38.8 466 "s 373 34.7 450 41.8 308 28.9 458 37.7 J82 24.8 458 36.0 359 21.7 438 38.7 356 84.2 435 361 ]4- 53.5 435 58A 3T] 46.9 435 18.6 366 40.1 435 44.7 7W 367 436 40.9 365 32.1 435 38.1 351 25A 435 N.4 341 22.0 436 316 341 2111 435 322 310 00 41.e 327 290 34.8 727 ]8.4 285 29.9 327 31.9 280 25.1 327 28.3 Z75 232 3272S.] 271 20.9 327 27.7 268 17.4 J27 21.0 282 14.8 327 18.3 258 4 287 257 28.7 287 29.9 252 24.8 287 20.0 248 21.5 287 23.1 2M 19.1 287 211.8 240 17.2 287 19.3 277 14.4 287 18.9 232 4.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15,1 227 18.0 195 Q0 0 22.!j!75 10.7 194 •8.6 •I! 19.1 191 15.9 215 18.6 158 Tn 17.6 1 61 67 • us 5/1B" Elco 518" Eloo Illtraton tl4" Eko Ultracal 1/1" BS Eko Sn8-Elco 1/4' SS Elce 010 Steal 812 3b/n9q1 912 S1ael a T 3/16' Eko 121raton 1/4' Ek. Uaum 11 Eln ABpreGalor UOrxon AgpfeGabr $crew (0831 Ban:w ,v..) Screw (OS) • •Anchor C6¢P•atse�ti • 0.324 E_ 0• atrr r- z -1n• ( sva• I r I x -1/C I 1" I< -,rte I - I 1 r • • • • - 1�---1 al4 l 1314 l z• 4 l-I---T_E- L r I�� ANCHOR CAPACITY(DP_ ) X ( ANCHOR ) =ANCHOR CAP.,",. `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. DOTE: FOR TH*FR ET CYIP, 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) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENFRAL INSTALLATION METHODS. FIGURE 3: Z �� 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE E: J fn 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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 - FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK j 1 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ttl 11 ill/ X. LYNN,y VICE No.58705 •� b � TE _ CCS3 •'•FtO...... •'G\�� A. Lvm4 MILLER, P.E. FL P.E.# 58705 Z �� W O UJ rn J fn 0 N TrU Ui o ¢ m t0 to W Q d ~ j N U Q Z_ 0.S g m � U Z Z Q C-4 m r Q r- Z o a X Fyo to B5 U) o W an Q0 0 Tn o o _ .� ! €�� U & b' PRODUCT REVISED as complying with the Florida Building e NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-0a,pm ucto`er ttl 11 ill/ X. LYNN,y VICE No.58705 •� b � TE _ CCS3 •'•FtO...... •'G\�� A. Lvm4 MILLER, P.E. FL P.E.# 58705 TABLE 4A f. fioh 1 70 i^ ' Ho to ' 50 in 1 x 2.76 x Rwhwnwfa Tlap'Tdeg. Ract..I L—Mv Loeft L—^a .650 Alum. 195 Me 225 ha Tuba • Mullion 0 TO NfA Tv f. fioh 1 70 i^ ' Ho to ' so to 100 in 1201n I in I 1601n a Recml•la TlepThna Reotan•ir 7nw/Tden9 Ravta.gWr TIWTdang. Reclu19elr TI1pITd•I9. P..wmir TuyTdana. I PstrpJr TI.PfTdana. Lwdna Loadnq Lwdins Loallns Loeww LwdW Lording Loadna Lowing Loadna L—bg Loadlp 195 Me 225 ha ♦15 bs • till 350 ea WA NfA Tv NOTE: FOR THE;)F S IP, USE TaE SAWNCHOR PATTERN AND ANCHOR VAL a sd3&s "Se• • • • • FIGURE 1: FIGURE2: • • • Anchor C6p Ph�fi1 • • • • • ITVay16 Eko UltreOan I 1H" Eko UM— E2-1/2', 1' 2-1/r • • • • • 4 McMn Q 3' 'NO'Q 112) 2x5 Angle C41M l lFip. 3j 790 91s 2•ncnarg045'fNn•O.C./U-Civ. ll^o .12fi1A11.1�1M WA Tao Rn 650 the WA WA IRO Wa WA 1 Anchor! FSI (Fq. Sk 1951 W 195 Me 225 ha ♦15 bs • ch 1.13' Mt. O.0 2401N 350 ea WA NfA 41 NOTE: FOR THE;)F S IP, USE TaE SAWNCHOR PATTERN AND ANCHOR VAL • "Se• • • • • FIGURE 1: FIGURE2: • FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE C 3/W Eloo Uhacon I 1/4' Eko UloaOon AS THE STANDARD CUP. 1W SS E1.01 910 St -1 1 912 Std AaaaGetar I S.- (G5) 6eaw/ (05 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, ANCHOR CAPACITY ADJUSTMENT FORMULA. (DP,,,) X r ANCHOR CAP.,,,".,,,\ =ANCHOR CAP.,m `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TAB[ F NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 213 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UN IT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1' X 2.76"X.650" MULLION PRODUCT REVISED as complying with the Florida Baliding Code Now -Ho. 17.0630.01 Explrotlon Date 05126/2021 t11111111//� oCENse 'i`�t� i ,* N0.58705 r: �it� p0 ATE O (� ` ��tCss••�OR10P, •'•G?� 0NAL TEN A. LYt'�N MILLER, P.E. FL P.E.# 58705 r - TABLE 5A IAldion Capacity Table ba/R7 Opening ylfidth (for veni r9 n%Acns) or Opening Heigh (Tor h0dwnts0g6sPemirl9 mullions) 501. 60 M TOM t 00 h 90 in 100 in 120'm 140 in 100 M RscMpde Tra{JThaq- R1n1-0. 7}x74. Redapu* Tmp/Man9. Recianplu Tn9Tdma Rx1an98rr RaeNrguar Tnpl7den9. Lad Raeienpd• TawTrianO. Rachrp4er irapr7rkrig Red•i•Yer Trap/la ng. Loed7g Loadm9 Laadn9 L.cadng Laedn9 Loadr• 1"x3.126" L�n9 Loedrlp LaadnO Loadrp L.oadn0 Loaang Leedil9 Loadn9 Loaft Loed6g 9 100"ANm r r r _y0,_ P _ F P Fu_ a d' v a t_ FTu0"AVIU lu $6TI a g �,u u u u u u u u u oe u u uuu uu u `�� s` a$5na�42M 111 620 170.0 436 1XII 714 170.9 473 17al) 696 170.0 506 170.0 ➢as 170.0 519 170,0 1115 00 1240 170.0 set 170.0 1488 170.0 Szt 1700 +73s 170.0 sz+ tsta 1002170.0 521 4eM 170.0 170.0 Toe 170.0 574 1700 0511 170.0 SM 170.0 992 170.0 630 170.0 11M 170.0 601 170.0 uls 0.0 1417 170.0 1100 157.7 1517 170.0 0011 1311 1577 170.0 500 ne.z 1577 17a.D Seo w.6zsn 170.0 747 170.0 Sea Iio.O 690 531 tto.o 1046 170.0 604 170.0 117-1717. 723 1700 1345 v0.0 747 170.0 tow 170.0 Tse 141.7 1495 170.11 756 121.5 1495 170.0 758 106.3 +495 170.0 756 s4m _!70.o 1700 747 170.0 012 tm.0 ON 170.0 591 170.0 1110 170.0 764 170.0 1775----F170.0 803 170.0 837 149.5 1401 170.0 850 168.1r721 124.6 4401 170.0 ael IDSA 1401 170.0 9m 93.4 1401 170.0 881 eoM 170.0 885 170.0 701 170.0 1003 170.0 7W 7505 1750 va.0 570 136.7 1117 1070 em m.3 1500 en 111.0 1150 149.7 910 925 1156 144 eat T9] 1158 1445 eat wA 1150 114.5 9115 63M 170.0 930 170.0 745 INA 1049 170.0 850 141.7 818 137.0 1049 155.5 ONR4� 106.5 1320 036 95.9 1049 125.5 828 799 1049 119.3 820 85.5 1049 148.9 018 59.9 1049 111.9 819 C % 117 T. 955 170.0 709 1]9.0 '9.56 151.1 504 119.1 955 133.7 780 127.1 775 92.8 112.8 785 83A 955 106.4 757 89.5 915 09.8 74➢ 69.8 955 88.7 748 521 958 W.7 748 120.6 Bat 134.9 W7 107.0 1103 111.9 5ai 91.8 003 tm.1 170911 BSD 71.4 83.9 549 04.2 803 7A8 812 5].5 803 722 672 459 903 89.8 528 401 803 88.7 627 "j 829 91.0 721 07.0 816 7A0 721 85.1 60578.5 695 60.1 70.1 588 54.6 721 611 078 45.1 721 59.4 589 39.0 721 58.8 584 34.1 721 58.1 683 711 in 109.2 721 114.1 88.4 507 722 654 78.4 578 70.4 567 59.1 884 64.4 555 50.5 804 50.9 551 121 851 Sf.t 541 38.1 684 51.3 538 31.8 804 50.6 934 78117 101.0 6B4 t05.4 599 812 084 44.8 433 X.514 40.5 427 32.9 514 37.3 421 27A 514 37.0 412 2'1.5 514 311A 400 70.8 SU 29.0 401 00 n 65.8 514 67.9 456 54.8 514 57.3 018 470 514 50.0 440 452 329 378 27.1 152 30.3 373 226 452 28.6 305 19.4 452 24.2 359 18.9 452 72.8 355 9BM 54. 95.7 101 45.2 4F.1' 47,0 1% 31.7 452 40.9 390 38.4 384 30,1 R.9 322 3t.7 357 32.7 317 27.2 357 28A 312 23.0 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.0 167 18.0 293 13.5 357 18.2 2B7 11.9 157 15.0 283 106M 3!1 3� 70.1 301 25.0 335 28.1 2B8 21.8 338 23.1 792 19.5 33B 20.8 298 17.5 738 18.0 284 14.6 371 18.5 718 125 338 14.8 273 11.0 338 13.9 269 • 111 n 35.1 338 35.5 308 i9.2 370 2B9 20.5 750 17.3 299 18.1 252 15.4 299 18.3 219 13.8 289 14.8 248 11.8 2B8 12.0 740 0.0 288 11A 235 1.7 269 10A 232 120M 27.7 289 &1 283 2� 289 23.7 259 19.8 •• • Mchor CB/f!h•+•• • • • • • EO WIVEI000nrsm I vs FJcouaecan •• • • ••• • • FIGURE 1: • • FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: 3"tC Elco Unmcon vs FJcounracon va'5S Eke 5'78"FAo tts SS Elm R10 Ste9 4fl251ce1 wit sled AOReGacr Ulbecm A97.G S* (G5)Screw (GS) Srrav tG5) MFNT FDRMULA: (DP ))((A`MNCHOR _ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. F -1.000^-i 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125^ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DfMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 30' SPECIFICATIONS. HOLLOW AND GROUT -FILLED W -7j " CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' t" X 3.126" X .5" MULUON THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT (1"VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-6 S.S. OR 410 S.S. cn PRODUCT REVISED aith the Florida III== NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNN� ��•�. •'�L\CENSF'•�1��' �. No.58705 �,�'•. 8 TE �IU� SONAI- EN A. LWNNIM11LL1tA P.E. FL P.E.# 5B705 I IA�LC VO - FIGURE 6: FIGURE 7: AnehorCa c TahMObs) u6s te' 2.7k Carers. 3.5k Cont. I Hn4_ CMU Filed CMU PT Woad Meta • • • 5f78' Elco iH" SS Eko d16" Elco 114" SS Eko 4108 lee) 412 Sten 412 611.1 • • • • • •*.4p ArahoAlypa' 3176" Elan U6aean 174' Elco Ulsecon Ullrxon 311W Eko Ulb.cdl 1A' Ebo Ulbacm AOpreGefot Uae6on ABOreGaw Ss1w (G5) SCRw (G57 9crex (GS) • *Anchor Cllp liptle 1s • • pelaOPe (InT i" 2-117 1" 2-112' 3-178" 1- 2 -lx 1"2.10 2' 3118" Y 0.48' 0••• • • •l�I•II}1y 1-3/4' 1.3/4' 1-314" 13N• 2' 1-144" 1-114' 14/4' 1-V4' 1-114" 1-1/4" 72 Anchae @ 9.7 . 0. / IP (FII 182 3IA' D. 390Ibe 4501bc 860 be 1644 Ibs 270 Be �0 Abe 354 Bre 740 lb. 374 ib6 664IW 946166 341 Ibs 4421bs 5wm nd1 ): 700 fbs 700166 580844 14101Ds 95244 WA SBOIW WA 83016. WA BBOIbe WA 882166 BBS Ib. 1120881 sw1) ( . 980 Ne 1400 818 WA WA WA WA 7W 1 . WA WA t WA WA 1363106 1744 Ibe 2240 h. I¢rs (Fry. 5T 780 Gxi 780IN WOMB 1580 ms 18M 816 560IGS 56010. NIA 760 Ibe 748166 8801be 1882Ibe6Anchor. ' M . / Rlilst(�i 1/701b8 1170 Ibe 1020 Ibe 2310 b 284416. 610 U BIOlbs NIA IIQll,4 1122 lee 1320 Ib6 2838 Ibs 1022 Ibe 1327 las 1680 me 4Anehaa18j0.4*Minp.C.1lJJP .125' Alum. (Flp. 7): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1430 @s N Araham R 2a" Mn. 0.G0F CIO (•OffiBk 35016. 3m me 290Ube 705 lb. 476 16. WA 280166 WA 315 Ns NIA e46 es NIA 341 lbs 4421G. 360166 4Archae@1.15- Mn. O.0 Q (FI0.9 480168 700 Os WA NIA WA WA 380 lb. WA WA WA WA WA 882 We BB51b 112016. FOR THE•OFFSEMWP, USE THE -SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE ST ANDAcu CLIP. •a•• FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURES: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES (DP ) X ( ANCHOR CAP., = ANCHORCAP.- `MULLION CAP.,,m,,,,� USE THS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --I 1000- 4.000" 000"4.000" .125' 1_ 1'X4"X.125' MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 �•Aa�tkX LYNAr /7•' , CEINS * No.58705 �O K ATE b �.•• <u\ ' 40RID11, G\�� 7. CONAL 'E A. L Am MILLY IF, P.E. FL P.E.# 58705 IH6LC /H 1, Mullion Capacity Table Ib&V) 001 Anchor Capacity Table W Opening Wk1th (Tor war6Ca91f8parrbllg mL@or s) or Openblg Height (for hori2onla"pannfng avAlion9) 601n 60 in 701. DO in 901n 1001n IID In 1b in ISO In 11141c-375 p -i 9np/T0.0' LaednO L..d.9 R°ctanp+l°f T,,TIanB. Rett o. h°pa-u- lu breo- TMNTftno ftadenWlm TraprTnarg, RacMpular TrWTtlaq. Rwtw9ds TI-wid n0. Loadn9 L48dnB I. -Mg Lwdne Lowing 1^b^B Lmdho Lo1Wn9 Lmdn9 Loedrq Lwdrq L.ad" P_-WgJa Top/7rimq. R otaWiar T wrlmno, Lwdne L.oedne L -d.9 Lwdne Alum. Tube Mullbc9 g g g g it Tilog, 88a 421n 170.1) 620 170.0 435 170.0 744 170.0 178 170.0 See 170.0 509 170.0 992 170.0 519 170.0 1116 170.0 527 170.0 1240 170.0 521 170.0 1406 170.0 121 170.0 1735 1701) 521 170.0 1983 170.0 521 481n 170.0 TDD 170.0 524 170.0 650 170.0 684 170.0 892 Inn 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 1740 880 170.0 1700 170.0 680 170.0 191)3 170.0 860 151.1) 2027 1711.0 6aD 50.8251n 770.0 747 770.1) 583 170.0 898 170.0 831 170.0 1046 770.0 684 170.0 1195 170.0 72.3 170.0 1345 170.0 747 170.0 7494 /70.0 758 170.0 1703 170.0 750 155.0 1918 170.0 768 136.6 1919 170.0 756 541n 170.0 797 170.0 012 170.0 956 170.0 891 170.0 1118 170,0 751 170.o 1275 170.1) am 170.0 1431 170.0 637 170.0 1594 1700 858 138.9 1799 170.0 581 1]7.1 1799 170.0 681 120.0 1788 170.0 061 601n 170.0 885 170.0 701 170.0 1063 770.0 797 170.0 1240 170.0 878 170,0 1417 170.0 944 170.0 1594 170,0 9% 155.5 1618 170.0 1033 128.8 1819 170.1) 1063 111.0 1819 170.0 1083 972 7819 170.0 1063 631n 170.0 930 170.0 746 770.0 7110 170.0 650 170.0 1302 17R0 910 170.0 14N 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 1865 7158 100.7 1542 187.8 7157 91).1 1042 167.9 1157 Win170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 11x6 142.0 7472 168.0 1148 121).5 1472 158.8 1130 107.1 1472 147.6 1106 91,8 1472 148.0 1104 1b.] 147! 140.0 1101 170.1) 1063 170.0 878 170.0 1279 170.0 1008 150.6 1320 186.2 1101 1320 1.. 149.8 1082 117.3 1320 137.8 1088 105.6 1320 128.6 10/8 68.0 1320 117.0 1021 75.4 1320 112.6 1013 68.0 1320 112.5 1012 J170.0 11ZS 170.0 977 149.8 111)4 159.4 1073 128.2 111)4 139.9 904 1722 7184 125.7 876 98.7 1184 115 961 89.8 1164 107.3 852 24.61197 835 61.1 111)4 83.1 927 58.1 1184 92] 925 812 $78 814 54.2 878 38.6 844 50.0 866 33.8 DH 17789.1 742 97.3 689 74.2 742 772 852 63,6 7{2 67.2 641 55.7 742 SD.6 831 49.5 712 64.1 822 44.6 742 712 43.6 800 31.6 742 38.8 680 27.8 ]42 37,5 661 166.1 1124 170.0 967 138.1 1124 147.0 965 718.8 7124 128.8 9{7 103.8 1724 115.8 931 02.3 1124 IMA 916 610 1124 96.5 908 602 1124 1)9.01124 84.3 881 51.9 1 2108.1 841 1113 750 90.7 BN 84.3 736 77.2 841 1)27 724 87.6 e{4 73.3 Tit 80.1 824 68.5 702 61.0 044 W54 108 in 62� •ISS 63,9 530 52.1 688 63.8 521 44.7 SBB 468 53 311.1 586 41.4 505 ]4.8 588 37.3 496 31.3 3BB 558 78.6 481 12.3 586 26.8 472 19.6 606 24.7 486 1111n 57.rr 755 j8.e 50J X8.0 INj 49.5 495 112 555 429 41)7 31).0 555 70.0 480 ]2.0 556 34.2 17J 288 056 555 27.1 157 20.8 555 24.] 44e 18.0 535 23.7 ,4 4330475 38.0 428 326 475 33,7 420 26.5 475 29.0 414 25.3 473 20.0 409 22a 175 475 21.1 385 16.3 475 1fl7 387 11.3 175 77.2 381 7441n 2► � 24.7 305 22.0 330 224 301 18.9 730 19.3 297 111 330 17.0 283 1 119 CMU TABLE tH 1, 111 i 001 Anchor Capacity Table W 000 2.7k C -t. 3.5k Crn I MULUON 1 119 CMU Flead Cmu PT Wood Med • • • 910 Ek:a 114' SS EW 5/16' Elco 1/4' SS Eko #10 SIM712 Steel fr12 Steal • • • • • • •AnchoPFYpe: 3116"EIc. Ufta . 114' Et.. UNxon lAte NII Ebo UW-. t/4' Eko l9baeon Aep2G.Wr Ullncon AOereC mr Se1ew (G6) Screr (G5) Scrsw (GS) • •Anchor CN;TjIIt4m6 • i° 2-t!< 1' 1-72 1118' 1' 2-12' 1' 2.1/7 Y 8-718' 2' 0.48" OW0.324° Edge Dslence (In7 • EmWlda4h7 1-314' 1J/4' la/4' 1-314 2 1-1/4' 1-114' i-iH' 1-1/4' 1-114' 1-11P 2" f -318'I -Mr rd.. ••• •• 2 Anch.ls @ 4.75'*Iln. O.S/ S w DIrB ro (Fm, 162 3801. 30015. 460 Ib, am b4 1814 W Z70 b. 2801.35A b. 7401. 3741. 664 I. me 1.341 I. 4421. 5801. 4 @ 22S O.C. rMen1 (w 06se0 I 7001. 7001. 580 6s 14101. 9521. WA 5601. WA 1)70 bs WA 8601. WA 68216n 8851. 1120 1. on @1.13- MM. O.G. I BprM.rd (ar O 0 4 6 960 lbs 14001bs WA WA WA WA 7W ke WA WA NIA WA WA 13631. Me 1. 7140 Da 4 Aroh.n @ 7' . O.C. 1(Z) 2xs Algle pe . 5j 7601bs 7801.09 BBO Iba /5601- 19981- Sao bs 560 bs WA 7601. 746 I. 88016c 1892 I. 68216. 685 I. 1121) Ibs 8 Anchors . I0 215 ( 1170lbs 11701. 1020 1. 23401. 2344 G 810 to 8/01. WA 11401b4 1122 DS 1320;b. 2838 b. 1022 b. 1327 Ibs 1060 0» 4 Anch- @ 0.4% MIr�,C.1 u, Into _125* Aum- (Fig. T1 WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 143016. at Anclwn R 275' Wn. 0,0�-C8p OA.i} 350 b. 350 bn 2)0 111. 7051. 476 f. WA A2BO W4 WA 315 DIM WA 440 -bs WA 341 bs 442 liM 660 Ee 4A..n@ 1.15- Mh. O,O.�CTi�'1T10.9 ZE-lb 7001. WA WA WA WA JBO b. WA WA WA NU WA 6821. 6851. 11206s RANCHOR (Df,,,) X ( MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. unr vuK IH.1Jrmf=ll..r,u.�c rn�armr. ni. i.r,�,.., ..,,�.... ..�.,. ..,-,_...__.. •••• TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET I FOR ASTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. T-1 a2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIUH OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE T ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE-TRFATFD YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125° THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (1 B GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as compNirle with the Florida suilding �o a 17-0630.01 NOA-No. Expiration Date 05/26/2021 * : • No. 58705 S ATE r /O..... •AL e /ALYNN M Wh F1k. P.E. FL P.E.# 58705 1, 111 i 001 az, 000 .1 -MULLION MULUON PRODUCT REVISED as compNirle with the Florida suilding �o a 17-0630.01 NOA-No. Expiration Date 05/26/2021 * : • No. 58705 S ATE r /O..... •AL e /ALYNN M Wh F1k. P.E. FL P.E.# 58705 • •A-orCnp CaUnt: 2'16'EIco UNmm I 1/4•Eko Ult-W NOTE: FOR THF•OFFSETCLIP, USE TOE SANIMNICHOR PATTERN AND ANCHOR VALUES AS Q ^ ••F�1".,URE1: •••• • FIGURE2: Mullion Capacity Table IbsW S n Opening Width (for varllra"panrtng mllfions) or Opening Height (for hodmrtaly-sparring mWlions) W 0' x 501. so In 701n 60 In 00 In 100 in 120 In 1401n 160 in IN PAIRS. R.cWW. TnpiTdrg. Recimgder. Tr.pTAanp. Re9arg019r T p/Tdeg. R -w gla TrWnll.np. Rwrlaq le Tnp'rrurg. R-1-gulu Tnp(Td.nq. Reetan0uhr T Vffd-g. RecWgum Tep✓7AenD. Redwgulel TherM0l9. 726^ 8 L9.dn9 L-411.9 i-iina Lmdn9 I.MV L-drg L.edn9 Loadng Lm Ing L..d N Laedn9 L9.dn9 Laedn9 Lmdinp Lmdnp L..6n9 Laadn9 L9adm .266'3.1 as.. �, £ £ £ £ £ £ £ £ F6'- £ _ 2• _ `� £ '_ & £ .' _ Tube Mull Date 05/26/2021 By d Miami -Da ro uct Gon trot w,9 €@ � 1¢$ 11 �d€ Bin 170.0 620 170.0 435 170,0 741 1700 478 1170.0 868 170.0 508 1T0.D 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 OVA $21 151.8 1769 170.0 521 481n 170.0 708 170,0 524 170.0 650 170.0 584 170.0 992 170.0 630 770.0 861 170.0 1275 170.0 677 170.0 1417 170.0 660 154.8 1516 imo 880 1327 1545 170.0 SM 116,1 1648 170.0 680 50.875 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 IM 770.0 684 170.0 723 WI 170.0 1345 170.0 747 167.0 1466 170.0 756 139.2 1468 170-0 756 116.3 1468 170.0 756 104.4 1468 110.0 768 -540 170.0 787 170.(1 872 770.0 950 770.0 691 170.0 1116 170,0 71L4 170.0 802 783.7 1378 170.0 837 148.8 1770 170.0 888 172.3 1]7N 170.0 661 104.8 7378 170.0 881 91.7 1379 170.0 Blit 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 167.4 930 123.8 1158 158.6 918 1172 1158 150,0 612 92.7 1158 144.8 9C5 79A 1156 144.6 906 69.5 1158 144.1 IN 631. 170.0 930 170.0 745 160.1 1061 170.0 650 137.2 1051 155.9 862 1420 &A 106.7 1051 132.3 837 901 1051 125.7 830 80.1 1051 1183 822 885 7051 119,1 821 60.0 1051 119.1 521 L 681. 187.1 1117 110.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 1128 767 83.5 967 108.6 758 M.6 957 100.0 750 69.7 957 88.8 748 522 957 98.9 748 721n 125.7 604 1332 898 107.9 404 1152 684 91.9 804 101.3 671 a0.4 804 91.4 880 71.5 804 64.1 650 64.4 804 79,8 643 63.8 804 723 833 46.0 8M 66.9 629 40.2 804 08.8 628 m 76 in 109.4 722 114.4 630 912 722 972 618 78.2 722 86.3 806 66,4 722 76.7 596 60.8 722 70.3 $88 04.7 722 65.5 580 45.8 722 59.5 570 39.1 722 68.7 565 34.2 722 502 664 S 76 in 101.2 685 105.0 600 64.4 865 89.6 688 723 686 78.6 577 63.3 M 70.5 588 56.2 665 64.5 56D 50.6 665 60.1 553 422 665 54.3 613 36.2 606 51-4 537 31.5 685 50.7 536 901n 66.9 $15 66.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 23.0 615 37A 422 271 515 33.1 413 23.5 515 ]65 407 20.6 516 29.1 404 86 117 64.3 I5J SS.B 404 45.] 403 17.1 397 00.6 153 41.0 391 33.8 453 efi.1 386 302 453 33.0 379 272 453 30.4 374 71.6 ISI 28.6 368 19.4 183 24.9 ]60 17.0 157 228 356 108117 301. 00 39.0 323 71.8 756 328 316 27.2 353 20.4 313 23.8 350 25.2 308 212 358 22.7 304 19.1 358 20.8 300 15.8 350 10.0 293 111 h 8 306 3 30.1 301 25.7 338 26.f 297 22.0 376 23.2 203 19.5 338 20.9 289 17.6 338 10.1 285 • 120 h 27.8 290 25.3 264 32 290 239 260 19.0 290 20.6 258 17A 200 182 253 15.4 290 164 249 1M H 16 411 #.3 186 • •A-orCnp CaUnt: 2'16'EIco UNmm I 1/4•Eko Ult-W NOTE: FOR THF•OFFSETCLIP, USE TOE SANIMNICHOR PATTERN AND ANCHOR VALUES AS Q ^ ••F�1".,URE1: •••• • FIGURE2: U00 S n o © W 0' x ANGLE FIGURE 3: CLIP MUST A BE USED u IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Q O • • i 17) 90 0 • 3'16•EIco URmm VSFk0URWW 94'55 Eka 5'tE EI[0 1/4^55 FRO A10 Stavl etz sicel 8125101 A97SG 07 Ulncm Ag.3e . Screw(65)S1-PS) Strew P5 CUP. TABLE NOTES n '2"M NCHOR CAP.,e„�cr (DIR-) X ( ) =ANCHOR CAP. - MULLION CAP.,,o,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MIN:MUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S, OR 410 S.S. 2/ No. 58705 - -0 01, •.,• SATE i �4U A LYNN MILLER, P.E. FL P.E.# 58705 Q ^ L U00 S n o © W 0' x y 04 u V ¢a Q O z 17) 90 0 - Eixa PRODUCT REVISED as complYina with the Florida Building e NDA -No. 17-0630.01 lxpiration Date 05/26/2021 By d Miami -Da ro uct Gon trot 2/ No. 58705 - -0 01, •.,• SATE i �4U A LYNN MILLER, P.E. FL P.E.# 58705 t Opening Width (forwiticaly-a0annn7 muaolla) oraponmg nargn. lwr ,w,.<.•„••r�r•�•+�w ��++ �•-r 50h Sole 70 JT-�p'ftl�.R.lwvufm 0N 901. NO 110k 1�OIn 760th 13613.23 10. WA. Tra0111 N 11x1.n W T1ap/Tbw. Rrnlapldrf Tnp7Trl•n0 R.O.UWbr Tapfrfl q R•elmnqlr! T vTdmO Roctalgder TalY .g. Rbngd.1 7 pfTdg RrelanOar!Ldlp LoonO LOaM9 LcedMO Loadl� LOadlnO LoWnO Londrp Ln•dMa Losdln0 LmlqLcedMO La•dnO Loadfu LoWYq100 Alum. Tubo_ Mu3lon� 6 � � 01t6' Elco Ullecan 1 1/4' Et. Ultrenon U= I N1rs" El.. 1101aaon I V4"Elco UtrYCOn I AOOw,111 Ell, (47cr I UW . w2 sled 8— (GS ANGRVK I. -II I+uJva� �., t'VRnl1••L.'• (gym) X / ANCHOR CAP,,_—) .ANCHOR CAP.— `MULLION CAP .,,,•,,,•,• USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 0 0 tD CD PRODUCT REVISED as with the Florida 6ullding Cods NOA-No. 17-0630.01 Expiration Data Q5126l2021 • • • • • • r 1.250"--i TABLE NOTES: --1.260• • • A(7URE 1: • • • • • • FI RE 2: • • � 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • s s s • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. ONY LYWiv FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.260" 3.260' ��•" �10ENSF/!. ' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _1 567Q5 0 0 BE USED * • * - IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND _ ED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL GROUT-FILL(CMU) BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 0 SATE I FIGURE 4: FIGURE 5: FIGURE 6: 8063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND T '•. • .045" THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ,700' .100' 'i lCs •'•'ZORmN .•'' � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25" X 3.25' X .100" 1.25" X 3.25• x .1 o0" �� S/ �+'� #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR "',' bNAL E 17`\ FIELD -MULLED UNITS FACTORY -MILLED UNITS A. LYNN �JIILLCK, P.E. FL P.E.# 58706 •• • rA��B • horCOP Fi11El•s • • •• • • • • 01t6' Elco Ullecan 1 1/4' Et. Ultrenon U= I N1rs" El.. 1101aaon I V4"Elco UtrYCOn I AOOw,111 Ell, (47cr I UW . w2 sled 8— (GS ANGRVK I. -II I+uJva� �., t'VRnl1••L.'• (gym) X / ANCHOR CAP,,_—) .ANCHOR CAP.— `MULLION CAP .,,,•,,,•,• USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 0 0 tD CD PRODUCT REVISED as with the Florida 6ullding Cods NOA-No. 17-0630.01 Expiration Data Q5126l2021 • • • • • • r 1.250"--i TABLE NOTES: --1.260• • • A(7URE 1: • • • • • • FI RE 2: • • � 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • s s s • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. ONY LYWiv FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.260" 3.260' ��•" �10ENSF/!. ' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _1 567Q5 0 0 BE USED * • * - IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND _ ED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL GROUT-FILL(CMU) BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 0 SATE I FIGURE 4: FIGURE 5: FIGURE 6: 8063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND T '•. • .045" THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ,700' .100' 'i lCs •'•'ZORmN .•'' � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25" X 3.25' X .100" 1.25" X 3.25• x .1 o0" �� S/ �+'� #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FOR MULLION FOR "',' bNAL E 17`\ FIELD -MULLED UNITS FACTORY -MILLED UNITS A. LYNN �JIILLCK, P.E. FL P.E.# 58706 TABLE I• __ wison Capacity min m1m mmmmm SO l�E ism®61' ®�®.i Im msmmmmmmmmm m'mmm��m;��m�®mm�mmL�7 )m!�smmm®mmmmm smimm mmm mm wim mmm ®m��m®m®®®m®7®®® moo®m�m��®oma®moo®� mmmm mum mm KA ®��®�0®m- ------ ---- ---� -------- • • • • • •IvehorC]IP %%Aht • • • FIGURE I: •••• • O • • O 03119 Elto Ulram L4' EkOUllydton ( U1Ro[011 I y1C EICO Ulla[al I 1f YEtM' ECO U6rzton I Aq�� oi U11. m F URE2 O O O • 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE -- ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS O O BEP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND ED W PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND . .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 -THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL O O #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 S.S. 41 Lmu" I:ArM I i n� r (DP—) X ( ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP.— MULLION CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- 1.2V ABLE 1.25 X 3.25• X .624• MULLION FOR FIELD -MULLED UNITS to a PRODUCT REVISED as eompwith the Florida Building LC`ooe NoA Nu.= 17-0650.01 Expiration Date Q5/26/2021 �� TjY LTNN �•, •�.. •' 1,10EN3F'•, 7*� : N�o,. 58705STA 0 ' T dig '•FOR.... o MULLION FOz !ONA1 L 1Et� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 11A •• Mu11on Capacity Table QheM3) WGURE2: • • FIGURE 3: Openft vadth (forvedicW6paming m016ons) OrOpentng Height (forhoraorIO"Pe(Iriry mu9ms) ANGLE 60 in 60 in 70 n 80 n 50'n 700 120 in 140 in 160 in CLIP MUST RaclerigNa Tlap/rrianp. Ractargular Tnplrmnq. 14.d.n9War TnpTdanp. 17ec1anWla Tnp7fd.np, Recl.n0, Tr.,TO:q. R.."d.r Tnprrri.g- R.clmWtn Tap7rn.ng. R -c gm r Tr.prTdmg- R.ctengNn Twrrkm L Loading Lo.dbg Lo.dbg L9adlnp Loldbg 1.26x324 Loading L..d: La.dnq Loading loodkV Loading L..dnq L..dnq U.dag Loading L..dhg L..dilg -dig x.824 AI -.Tube _ .g r .� .s .E - - '; § �' �'_ s''�` Nuglona Y 5 rn i Tef @ � u =. �s' c$' w�2 Q 04 s e f3� �� 0 170-0 Beg 170.0 508 170.0 992 170.0 518 170.0 1176 170.0 621 170.0 1240 17o.0 521 170.0 UBB 170.0 527 170.0 1735 170.0 521 170.0 1983 1700 521 421n 170.0 620 170.0 136 770.D 744 170.0 470 1700 1133 170.0 661 170.0 1275 170.0 677 1700 U17 1700 680 170.0 1700 170.0 NO 1700 1983 170,0 SOO 170.0 2267 1700 680 4tl In 170.0 TOB 770.0 614 170.0 050 1700 5& 1700 992 170.0 630 170.0 11% 170.0 723 170.0 134fi 770.0 747 1700 1494 170.0 756 170.0 1793 170.0 TW 1700 2092 170.0 766 770.0 2391 170.0 756 50625m 170.0 747 170.0 583 170.0 896 170.0 631 1700 1046 1700 684 170,0 1116 7700 754 170.0 1215 170.0 803 170.0 1434 170.0 037 170.0 1694 170.0 056 170.0 1913 1780 061 170.0 12:31 170.0 161 160.2 2403 170.0 661 54 in 170.0 797 1700 612 170-0 950 170.0 691 1417 170.0 944 1700 1594 170.0 996 170.0 1771 770.0 1033 170.0 2125 1780 1063 148.3 2163 170.0 1063 128.8 2163 1700 1063 50 in 170.0 BBS 1711-0 101 110-0 1063 1700 797 170.0 1240 1700873 170.0 '1076 110.0 7%9 770-0 1122 150.9 2060 170.0 1169 134.5 71180 170.0 1171 117.7 2066 170.0 1171 63 in 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 13M 170.0 940 170.0 1468 170.0 1016 170.3 1673 170.0 770.0 903 1]0.0 1984 7700 1002 170.0 1550 170.0 1086 170.0 1753 1700 1155 1700 1948 170.0 1270 /47.0 1966 770.P 1275 1226 1966 170-0 1288 1012 1%6 170.0 1286 m ee in m 170.0 971 170.0 789 878 110.0 1169 170.0 1275 170.P :009 1700 1488 770.0 1126 170.0 1700 1700 1220 1641 1734 170.0 1315 138.7 1736 16&8 7386 1156 1734 155.9 1361 99.1 1734 150.4 1352 86.7 1734 750- 1 352 J 721n 170-0 1063 170.0 1556 1700 1209 747.6 1556 1652 1285 131-1 7556 761.5 1266 117.9 1556 141.3 7251 983 1556 128.3 1229 Bd2 7556 1223 1219 73.7 1%6 127.2 1216 161n 170.0 1122 170.0 937 170.0 1346 170.0 1080 1883 1215 176.4 1477 152.0 1224 121.2 1477 139.1 12M 109.1 1477 129.5 1741 989 UT7 17fi.9 1164 T7A 1477 110.8 1168 682 1477 109.3 1164 TB in 170.0 1151 170.0 967 770-0 1381 1700 1176 155.9 1471 169.3 00.7 910 551 1110 TI 091 SO.T 1110 65.8. 678 NA 7170 fi2.7 870 90 in 1620 1110 1485 966 1184 1110 123.3 960 101.5 1110 107.9 961 g88 1110 983 936 789 1110 27.5 922 71.0 1110 767 975 1015 056 83.6 975 883 842 712 976 72.5 829 fi60 975 711 317 585 975 651 807 48.8 975 574 719 410 975 523 776 36.6 976 /9.3 90 in 117.0 975 120.3 872 97-5 771 54.3 664 AST 771 490 655 41.1 771 44.9 667 30.3 771 US 632 29-4 771 35.0 621 25.7 771 32A 612 108 in 022 771 84.0 696 88.5 771 70.1 figs SO.? 771 61.3 674 51.4 622 37.9 730 41.1 614 31.6 130 2.6 600 21.0 730 31.9 dB9 237 730 29S SB7 111 in 76.7 0 fifil 611 730 65.0 650 64.1 730 56.3 640 47.3 730 49-9 631 421 730 45.0 25-0 fi21 27.7 419 27.4 624 24.5 509 78.7 626 22S 501 1jin 59.9 4.1 61.0 669 4&9 624 1 560 42.8 624 44.3 652 375 624 39.2 644 33.3 624 35.3 537 30.0 621 32.2 631 • 400 1 23. 471 29.• 395 24.8 113 254 390 21.7 433 224 386 19.3 433 280 ]01 17.9 433 182 376 1� in 31.7 433 35.1 11. err.••• • 11B • • • • 1 • • • • p� v1C Eled 1/a' SS Ex OI vie• Ft • • • 316" EIdP U0rau1 114 [ko UlOetm Ulb✓tian 9'16' EICO Uirsm 1/a" FYOU020on �¢�•0T Utl . • • /nchor C6p4Y1 • r • E 'Ai 1' 2-1/2' 1" ' 2-V2 3118" Y 2•V7 1' 2-V2 11 9170' tla 1-1/4' 11/4 11/1 • • • •• • 0 URE 1: 00000 • • •4 • 4,• WGURE2: • • FIGURE 3: a ANGLE ,a W N CLIP MUST • • • BE USED IN PAIRS. FIGURE 4'. FIGURE 5: • FIGURE 6: 4NCHOR GAPA(:11 T AwuD 1 mery 1 rur5mu4.rti (DP„) X (ANCHOR CAP.,,,,,,,.,,\ = ANCHOR CAP."„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDI LIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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 OPENING WIDTHS IS ALLOWABLE 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK LM11T (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 125- X 3.94" X .624" MULUON 02 Q - If ~ 4 X - ;� f a ,a W N a0 ffi6 o 55LLI ® � Y 5 rn i L3 Q 04 Q Z 0 $ .. A0 U PRODUCT REVISED sa eomplyIngg with the Florida Building Codi NOA-No. 17-0630.01 Expiration Date 05/2612021 \0 OVV LYN/V .� * No.58705 •'•F4ORtDP..... N_' /ONAL e A. tNNN M"K P.E. FL P.E.# 58705 TAbLL 1'LA • Mullion Capacity Table heAtl Opening weith (foreertcaily-spanning mt96or7s) or Opening Height (for hM1zD 081y-spartrirg muilorts) 50 in 80 in 70 an 60 In BO In 100 M 120 F 1. 1101Trap'TOtatp. Rectary, dar TL-dri, Rested TreplTSnq � Reet.WI r80 Trap/M g. T Rattan lar-Dep'Ttlen& D R rglrxr 71-44 Ratapdr 7nWrAxnB• W LOadn9 Laadrp laamg Loadn9 Trap/MT:170 g 2 ]! 4 x 26 LaadnY LaedeD Loadne Lmdlfy d.lar oadnir Lo LOadng Loa,dn9 laadtg lm6inD lAa•n0 Lae•n9 Lautln9 �W LOadn9 Alum. Tube F• r P •�• a ., k'Mullion�a e� ahG� bb $atbb �� b3�£ k 6£ kS6� r 6$ p§s daYay42 h 170.0 620 170.0 135 170D 7k 170.0 478 170.0 868 170.0 982 170.0 379 170.0 1158 170.0 521 170.0 1240 170.0 521 170.0 1188 170.0 321 170.0 1735 170.0 521 170.0 1883 170.05218b 170.0 708 170.0 41 170.0 950 170,0 681 170.0 w2 170.0 1173 171).0 681 170.1) 1275 170.0 877 170.0 1417 170.0 See 170.0 1700 170.0 680 170.0 1993 170.0 660 170.0 2267 170.0 660 50.8251n 170.0 747 170.0 563 170.0 8% 170.0 831 170.9 1018 170.0 864 7A0 1193 170.0 72] 170.0 1346 170.0' 747 170.0 1494 170.0 756 170.0 1791 170.0 756 170.0 2092 17De 756 170.0 2391 170.0 756 797 170.0 872 770.0 956 771).0 681 170.D 1116 170.0 754 170.0 1275 170.0 90.3 1700 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 831 170.0 2231 17D.0 867 170.0 2950 770.0 861 541. 170.0 701 1Me 1063 170.0 797 170.1) 1240 170.0 879 170.0 1417 170.0 014 17e.0 1504 170.0 906 170,0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2179 170.0 1083 100.8126e0 170.0 1097 60h 170.0 885 170.0 745 170.0 1118 170.0 660 170.0 1302 170.0 940 170.0 148a 170.0 1015 170.0 7673 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.1) 1160 186.7 2557 170.0 1175 145.9 2567 170.0 1171 53 in 170.0 930 170.0 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.D 1273 131.9 2137 170.0 1288 iJ2.8 24J7 170.0 12M s 66tH 170.0 874 170.0 799 770.0 1169 170.0 903 170.0 7384 170.0 t002 170.0 155e 1590 72 in 1700 tOBJ 170.0 87e 170.0 1275 7700 1009 170.0 1486 170.0 1126 t70.0 1700 170.0 1226 170.0 1913 170.0 1315 170.0 2125 170.0 13117 146.6 2184 170.0 1488 124.8 2184 170.0 1528 108.2 2184 170.0 J 1348 170.0 1080 170.0 1370 170.0 1208 170.0 1794 170.0 1322 1633 t860 770.0 1421 748A 1860 170.0 170.'1 123.6 1880 161.6 106.1 11160 154.1) 16J5 929 1960 1 76h 170.0 1722 170.0 837 170.0 170.0 967 170.0 1301 170.0 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1389 1527 1861 170.0 1474 137.4 1861 763.1 1360 111.5 1881 147.3982 1981 139.8 1459 85.9 1881 137.8 1451 A a 78 in 170.0 1151 1329 170.0 1144 149.1 1399 158.0 1219 IVA 1308 136.0 1196 111.8 13M 121.3 1179 99A 1308 7742 1182 99.5 1398 101.6 1147 74.5 1308 89.9 63.0 1398 827 1105 699 1]98 78A 1098 win 1Ttl.0 as In 1474 1229 151.5 1098 122.9 1229 127.8 1079 1053 1229 1112 1061 @. 1229 98.9 1014 81.9 1229 NA 1028 73.7 1229 C24 101e 61.4 1228 72.2 993 52.7 1229 65.9 977 16.1 1228 62.7 887 89.0 882 1..0 971 77.2 1149 64.7 871 88.4 837 57.5 971 61.8 626 51.8 971 56.5 815 43.1 971 49.0 796 37.0 Wt 44.0 702 324 871 10.8 771 Ice 103.5 971 105.8 877 86.3 871 194 53.0 784 17.7 819 51.8 774 39.7 8111 N.0 768 34.1 918 40.2 742 29.e 919 37.1 772 III In 934 *.3 632 79.5 919 81.9 819 68.1 819 70.8 806 59. 810 629 705 ±7..- 53.8 788 55.9 895 471 786 48.4 688 41.9 877 37.7 788 10.5 886 31.5 788 74.9 663 27.043.7 720 in 755 6781 764 716 62� 7% 64.5 179 21.8 518 729 474 782 346 78.5 I8/ 53.8 516 17.2 465 13.7 616 519 M NK Jl*131.0 488 31.2 616 31.1) 481 27 128 • • • • • • _ ANCHOR CAPACITY ADJUSTMENT FORMULA •Ti4Lj We Anchor Capacity Tabic (Iba) ANGHOH CAP.,,,,-�, (DP )X( )=ANCHOR CAP • t 2.7r COrcRte 353 Calc. HOOOw CMU Flied CMU FTWoa6 Mete USE THIS FOR TO OBTAIN THE'ANCHOR SHE EI-Ume[OD _ YtE Elco V SS E80 5'16' Be. 7/4" SS Elea w10 Sim 4H2 steel wit steel u4•Elcoul78eon 3HE Eleo WWW ve Eleoutn-- AggreGer ubaeen Agp16(3aa screw(0)Screw PS) S- P5) •• • .. : i�ilchorCBp�attemc Upxro 9.1.8' 2 0.48' 9.54' 0.321 CAPACITY REQUIRED' CORRESPONDING TO AN • • • • • E �nt� j 1' 2-92 V 2-1/2' 3.176' t• 2.117 1' 2-1/2' 7 ACTUAL PRESSURE REQUIREMENT FOR THE • • • • • E 'I-3/1° 1.94 1314• 134" Y t-va^ 1-va 1-va• 1-u4• 1-va° t-vr Y 1-3re• taa vanes OPENING, WHEN IT IS LOWER THAN THE MULLION • 6• tl•lon ®4 75" F9 / Sl ab OrOtket Ltip 16 : se) bs 39011. 450 6s 891) b6 161.IM 270 98 260 be 35a bs 71011. 374 bs 6611tH gas I. 341 Ws 142 98 95011. 10e CAPACITY FROM THE TABLE OF THE SELECTED ( ) 4 Archaa ® 2.MWk, Wbi S . (Of 740 88 7401b3 63011. 14a5 ft 1424 b3 WA 500 m N/A ®SIM NIA See IW WR 682 bs 6051. 1121) 102211. tJ276s 3660 IM -WS MULLION. IT WILL YIELD MINIMUM ANCHOR 6A ha3D1.7i•ml clavt6�d(a016et) 895105 057 7-5.5 19461. N/A WA 70561 N/A 79911. wa wa WA 8e01M 1892 tIR 68288 9851. 1120IM CAPACITY WHICH MAY BE USED TO QUALIFY d Afd 115191y 9•MIn.00.f Pl215 Angle C3pa/1flD 57. 780 b= 680 bt 15Mrbs 16B6ID8 6s 58)65 WA 7601M 748 bt 112265 IJ971b3 2a5e lbs te211M 132765 i6m -IM ADDITIONAL ANCHOR OPTIONS FROM THE 25 AtpI6M1181 MM. 1170 r- 1170 08 1020Iba 2310 0a 26N M Bt 8461)3 NIA 114068 WA WA NIA WA 073 ANCHOR CAPACITY TABLE. - Don ®3.34' .00./Utlp, In1..12P Aam41Fq. 77 NIA WA NIA WA WA NIA WA N/A WA NIA WA N/A WA 21 ®e 6A/tIIOnRO. U tp, nto .125 NIA WA N/A WA N/A WA NA NIA WA N7A WA 280 IM NlA 31811. N7A 440 11. WA 341 6s 442 ae 55011. AMDOn 268' Mm O.C.I 0) 370 bs 371) @ 315 b3 7431. 712 65 N/A u/A Nt4 35311. I N/A 19901. 1NrA WA IWA 5118» 66411. 84065 NO ' FOR THEA }P6L MMP, USE THE46AME AUCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. *000 ••• FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 6: • • • • • • • • • • FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP • : (FIGURES . MUST BE USED IN PAIRS. 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSKNJS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. FOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code MOA -Wo. 17-0630.01 Expiration Data 05/26/2021 By ; miam 1 dd Product Control ,. '• �10ENgF'•. �� No.58705 -0 •.. ST TE � 7�NAL Et51 A. LIMON M11 -1121N, P.E. FL P.E.# 58705 n 4 Amhols®1 )an. G/ -ip, hto .125'Ah9n. LFW 6): WA WA WA WA WA WA�IWVA�IWA WAAnehon Q0.81'MIn. O.C. Udip, Into .12 um , WA WAWA WA WA Wq WA WA WA WA WA N/AMin. O.C.I lG.10) milbs 390 RA 45J Ee 690 9a 1616 01s 2701 740 Im 37111): 5901b• 700 ba 5351bs 1290 Ibs WA WA 5331be WA NIA WA fi621bs 8851bs 17G0 Ms NOTE: FOR THE OFAWCLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR vA-Uca AS Inc STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10:FIGURE 11: • • • • • • [.—fl • FIGURE 5: FIGURE 5: FIGURE 7: ANGLE • • • • • • • • CUP (FIGURES • • . • • • • • 5-7) MUST BE • • • • • • • USED IN PAIRS, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEE fS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANUOR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1---2000"--i .250' fl 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 6' X .25' THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 41C S.S. MULLION PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 ♦apIV LYIVAI %. * No.58705 4u X0,1 SATE (V S A. Qyoapt� o' P.E. FL P.E.# 58705 TABU: 14A • a • • MYB00 Capacity Table DsRI= • 0000•• ••• • • • 0000•• Opening Width oar wrticaly-spemlg millions) or Opening Height (for horiz"llyspeml rig mullions) •• • 0000 as• • • • 501n 60 in 70 in 801. Win 1001. 120 in 140 In 0000•• 000 1601n • 0041, Reetatguhr TibpTOag. R•AaNlubr ToprTriarg Re9taf9ula Trap'Ttlary, Redana W Tmpri.a.9 R-FVula TRiYTdag. Rwta gular TrepTO-9, RmtmV a TraprTnag. R• Urgtft Loedn9 Loading L40dr19 Loedlry Loadrg T2p,074-4 LwdN Raota g lar T prrdag. Loatllrg Loedrg 1.26" Z Zit" Loallrg L-ary Load6g Lading Loallm L=amp Lnedl.9 L -kc Lmd6g Loadn9 ••*IGURE I: 0000 x.126"Alum Tube Mulljs • $ v„ YippY • 0000• • • ANGLE CLIP MUST BE USED IN PAIRS. Tm� a y q a Pryg 2' f� i� d`e' i� 4261 144.2 528 1670 428 120.2 626 14119 419 103.0 528 1399 414 90.1 516 134.6 411 80.1 528 134.1 411 T21 526 134.1 411 60.1 528 134.1 411 618 We 134.1 411 45.1 525 134.1 411 481n WEI 403 108.0 333 80.5 403 94.7 325 69.0 /m 88.4 320 60.4 403 81.4 317 fi3.7 403 79.1 375 48.3 403 78.6 314 40.3 403 78.8 3t4 34.5 403 76.6 314 30.2 50.121 in 92.3 362 91.0 301 6&e 362 79.3 291 58.8 362 ]t.9 Z89 518 3@ 672 266 45.7 362 64.6 284 41.2 982 636 263 34.3 3@ 83.6 283 29A 362 63.5 2B3 26.7 54 in 67.8 ate )d.1 267 56.5 318 81.2 261 18.5 316 57.7 256 424 318 53.5 253 37.1 318 60.8 250 33.9 316 49.5 249 11 ate 49.1 248 21.2 318 49.1 248 2t.2 BOIn 49.6 258 63.1 2l9 41.2 258 d67 214 35.3 786 40.7 2t0 30.9 258 37.2 207 27.5 258 34.9 204 247 258 334 203 298 25B 32.2 201 17.7 256 280 t61 77.8 234 26.6 183 75.3 234 322 26.5 201 ts3 18.5 13.4 M49. 26.5 183631. WIn 12.7 37.2 234 45.6 213 39.4 200 36.6 1839 31.0 234 39.t 195 213 33.7 179 30.5 28.5 234 34.7 192 297 234 316 213 29.8 176 23.2 213 27.0 189 23.7 234 29.4 166 1T3 20.6 213 25.1 170 21.4 234 16.6 213 237 169 15.5 213 21.2 167 13.3 213 220 t% 11.6 72 in 28.8 179 30.1 165 73.9 179 25.9 152 20.4 179 1 225 149 17.9 179 20.3 14T 16.9 179 18.7 F1W 76 in 24.3 161 73.4 140 20.3 785 27.8 137 17.d 181 19.0 135 11.2 161 17.0 133 -TaIn 226 1M 23.5 133 1&9 162 19.9 131 1&1 1� t7.5 126 0000 5/16'Eko 1/4'SS ExO 5h6'Ek0 V4'SSEk0#10Sted #12Steel #12St.6 ArcMr type 3•i6'Ek0l4iRC0t1 1i4'Ekolerdrm un- 3/16"Ek0UAR4o. IA'Ek. LIMn AggeGal« Ui=. AWeGaor Sr Rw(G6)Strtw(G6) Screw(G6 Ajlchor Ctplamrtl • • • • Eogr�elarcp(1� 1' 2ir2 31/6' 1' 277T 1' 27fY 2' 3-718" 7 ( 048" 0.56' 0.324" ••• (- T . 1 1-a4• 1 13l<' I 2' 1 1-1111 1-114 I 1-" - I 1-V4 I 1-1u I 1 1 • • • • a • • ' • 0000•• ••• • • • 0000•• ••• •• • 0000 as• • • • • 0 0000•• 000 00 00 • 0041, • • • ••*IGURE I: 0000 • • 0000• • • ANGLE CLIP MUST BE USED IN PAIRS. 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. - 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGES-IED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK ANDA36. ALL ANCHORS INTO METAL SHALL EKTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 141Y1.1.1 V R I.XrXV i l r XU (DP)X MANCHORCAPANCHORCAP.- ULLION CAP.,,,,,,.,„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4f3 W PRODUCT REVISED as comp)ylny with the Florida Building Coda NOA-No. 17-0630.01 Fxplratlon Date 05/26/2021 By Miland-Doille'Piroduct Control jllfllnlrr Nv Qom.•'• No, 58705 1j ��'•. ATE .. !v �� FS1 •'•FE OR1DP. •'' G\� � 10NAL SN A. L�NN MIII�ER, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table pbsfir) _- Opening Width (tar �racaay-sparinng rr uiHorls) or Opening Height (tor hort2Or11akVamrg mUnom) W in W In TO In a0 h W In 100 N f20In 140 in 1601. RectmyIar Tlealn•1a. lolnangl.1 lop in.na. .a:c..,- ��.y.,�.� . ..........•:-... .._�..._r ..^_�•— __.. _.__ _..-- 3,26' 30 Lang L."m L..kq Lsadng losdng Inadn9 ISadrlg t,mdr• Laadr• Inednp I.mdna - Losdng Losdrq Loadng Loeft Lmdn2 Laednp n9 r n _ r P k' ^ .� Deo.0 =sv ��'! MAY NULL a p � d` a r r `5gA'8`sq a� Tj-1 ci ct` d �`+ u 6y�g g gp P$ § T�g� ^�i 6 6d6 aKo don 2� dr' d 4 a 1` 6� SB¢ Txg-1 Tdg 4 d ZE d 1� F dr 2L° FE dr TABLE 158 • • • • • • • • • Anchor Capacity TableObs) a� Sutet•te 2,n C-1. 3.5k Conc. HdNa, CMU 'a U Filled CMU PT wood Maul • • • • Q W 5116' Ebo 114" 55 Elco 5110` EIIA 1N' SS Ebo e10 Steel 912 6" #12 5tad • • • • • • • • •AnchsfYPs 3/fa' Ebo UltrdconT��Uftrscan LO Wfa 0116 ElOa UlflmoR 1/4' Eko Uloacao ggpta4ab UDacon Ag9reGaiw 50NW (G5) 6craw IGS) Screw (GS) 1lnchor Cap Ff•Cerna • • I— V O 3-179" 1" 112'1' 2-1r2' Y 3-118" Y 0.48 0.54" 0.324` tags gsance (In) • • • • E•frX13/4' 1' 2-172' 1' 7 1-114" 1-114' 1-1N' 1-1/4' 1.14' 1-174" Y Na' 1318` tares Ancien MI 2.i Ipe I (Fie. 1 %D tx 39D M 450 b. 890 it. 1700 be 270 We 290 Its 354 bs 740 Ws 771 l 1 720 Ws 949 Ib. 141 Ins MI Iha 560 Wa 2 . .C. 111) 3. Mh 812+5 Alpk ( !!): T80 bs 7601bs 780 bs 1670 - 2525 bs 540 b 500 We WA 1120115 749106 990 m 1892lba 8921be 6851b. 11201. • 4 ArcbNa Q .. — Q 2.71- 'R O.C. / (2)2.5 Arae Ci 1 lFb. 3P 11201b5 1120 Ws 956Ins 72161be 2254 ba WA &O lhs WA 1059 WB NIA 1320 Wa WA 10221M 1727 b6 1680 6,s •Ni••• • V94,00 •••••• FIGLCE 1- • FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 0063T5 AND BE AMINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (td GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T1 READS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1M S.S. OR 410 S.S. 4NCHOR CAPACITY AUJUS I MtN I rMR--- MIR—) X ( ANCHOR CAP.",, n_) ANCHOR CAP.— \ MULLION CAP.,o,_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. W z LJaD a J r MOM • W O U U coC O d$ Z..(D "O o �y= gym U I! lag a -a'y PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17-0630.01 Expiration Dat•05/2612021 By hiliam"xiiie Product Control 1\11111111// .�. NG.58705 *= AO SATE 7 S ONAI_ iENG A. LY PUL' P.E. FL P.E.# 58705 n a� rc �Y v N 'a U w� > Z Erne W Q W F of H LO Wfa p I— V O z ? a� m W z LJaD a J r MOM • W O U U coC O d$ Z..(D "O o �y= gym U I! lag a -a'y PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17-0630.01 Expiration Dat•05/2612021 By hiliam"xiiie Product Control 1\11111111// .�. NG.58705 *= AO SATE 7 S ONAI_ iENG A. LY PUL' P.E. FL P.E.# 58705 TABLE • 4111n 44.7 115- 4V 785 I 7 8 1 1 4 1 • •1201n 34.9 3O1 75.5 111 *l 4661 - • '.n 20.• f3• GM 233 18.9 2S3 • • • • • � • SItC Eko VC SS Eko SAO" Elco 1/4 95 Eko #10 Steal #12 SMeI #12 Srea • • • • • • OAnchxiYDe: -..I- Ebo Unman 114• Eka Uprisen Llltrmon 311c Eko Ulwcan 114' Eko Ulreoan Apare(:alu MIC. AgyeGator Suety (GS) Ocrar (G5) S— (GS) • • •mchor CBp Wems • • • Edge s1 na >: r avr r z-trr 7-ve' 1" z-vr r 2-1/r z• 7-ve• r o.ae• o.3a• o.3z4• 000 • • a Emped•eg( fb): 1-314' 1-L4" 1314' 1314• 7- 1-V4' 1-1/4' 1-1/M1.3/e" 13/B' ledea • 4 Ar51aa � 3. Min CCO(2)10 Angk n!•f��F TBO ba 780 • • Anchors 2.71- in O C. / (217x3 A!FM (Fr. 3). 1120 @a 1121 • • ••• 0 000•0• 000000 rfIG E 1: • • • • • e • FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, 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, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 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, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. (DF n) X ANCHOR CAP.,, ,,,, ANCHOR CAP.— MULLK)N CAP.,,,„o, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida BLrgding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNryM/ ` �l'�`.''• L.1GEN3F' .�C * No. 58705 tl�-:,��, O� TA '• TE F (` \ A.�L/'fNN dV114� P.E. FL P.E.# 58705 Opening Width (for verticeLN-WarnrG mullons) or OponUV HOIOM (ror r oonmrrarpap—u manors/ 50 in So in 70 In SD In 001n 100 in 120 F 140 in 180 in Rmtenprte Trlpidang. Rectartpir Tr�lTrimq. Reatmgilu P*Tdsp. Rradngda T.WT- g. RsclanIii Treprrdalg- Rerpnpia TAphlang. R�etang.dar L—In Loafing Imdng LDeft LaednO Lmdng Lasing LaadYg Lodng Laadng Loafing Lnadng Ta1JTrMp. �elen•Oer TapRMng. Reetrlptler Tr¢Da-sm. LoedK Loring Loring Lcadng Lesdm 326'45 Loediq DEO. AL a a BAY NULL Y ��. 3 �. r t a £ n� 3 g� �S g a�!?�.^ 8 S 3 d �., a,. £' L' E E B d d B I_T� S$ `�$ ,�� 3 d a d u d d cS o c o ggge 5� a�} €� as �� s` � 5 a B$ `Q �, 5� Tw� u� u� g �� E o$ ] 8 .�� a5 e� s`�� d`a� .4 d`a d` 1 a ac" E� Y� • 4111n 44.7 115- 4V 785 I 7 8 1 1 4 1 • •1201n 34.9 3O1 75.5 111 *l 4661 - • '.n 20.• f3• GM 233 18.9 2S3 • • • • • � • SItC Eko VC SS Eko SAO" Elco 1/4 95 Eko #10 Steal #12 SMeI #12 Srea • • • • • • OAnchxiYDe: -..I- Ebo Unman 114• Eka Uprisen Llltrmon 311c Eko Ulwcan 114' Eko Ulreoan Apare(:alu MIC. AgyeGator Suety (GS) Ocrar (G5) S— (GS) • • •mchor CBp Wems • • • Edge s1 na >: r avr r z-trr 7-ve' 1" z-vr r 2-1/r z• 7-ve• r o.ae• o.3a• o.3z4• 000 • • a Emped•eg( fb): 1-314' 1-L4" 1314' 1314• 7- 1-V4' 1-1/4' 1-1/M1.3/e" 13/B' ledea • 4 Ar51aa � 3. Min CCO(2)10 Angk n!•f��F TBO ba 780 • • Anchors 2.71- in O C. / (217x3 A!FM (Fr. 3). 1120 @a 1121 • • ••• 0 000•0• 000000 rfIG E 1: • • • • • e • FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, 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, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 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, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. (DF n) X ANCHOR CAP.,, ,,,, ANCHOR CAP.— MULLK)N CAP.,,,„o, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida BLrgding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNryM/ ` �l'�`.''• L.1GEN3F' .�C * No. 58705 tl�-:,��, O� TA '• TE F (` \ A.�L/'fNN dV114� P.E. FL P.E.# 58705 -1 1.000" r- 1zs• 2.000' It .126" 1" X 2" X .125" MULLION M3 -T6 ALUM, XSECTION L }-{ f•"-.125" U•Clip Angle Clip STANDARDCUP 2.00 0' 375" r M N, 6063-T6 ALUM. XSECTION MION. • DETAIL F, SHEET4 7.125" L {-{ x.125" 2.125" L UUP 6063-T6 ALUM. X -SECTION 125"� j --1.740"F-- 1 .3366'' MIN. A I U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHUR HOLE MUST LIE WITHIN THE ASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1f16", TART F R VX 2.75"X -650* MULLION 6063-T6 ALUM, XSECTION ---1 1--.125" 2X5 ANGLE CUP 6063-T6 ALUM. 2000" XSECTION tI t .125 -----------F+- ._ __________ 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SLE SI IEETS 6-18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. 1/16'. Mull Dimension (sheet Mullion 5.500" U•Clip Angle Clip .375" 3 1225""{ CUT HERETO • • • i _C FLIP, SEE 375" r M N, 666243M MION. • DETAIL F, SHEET4 +`IC a ••••• 666244M •• • 1" X 2.75" X .375" M •• 666115M 666112DM • • r ------•i 66608 r--�----� I A 666514M 1" X3.125" X.500" (9) L• 0 0 f 6861116M 6661114M L--i____J 666515M 1.25" X3.188" X.266' (12) 66641M • • 666241M 688516M _! • � • • • • • •STANDARD CLIP • 000 6063-T6 ALUM. CENTER OF ANdHOR HOLE M" LIE• • TOPVIEW 668517M 126" X2.11' .121' Alum Tube Mull WIT}IIR1� 9&SHED BOUNDARY. rmEE a • SHEEN 5-17 FAR THE ANC8(W* 0 • • -0000 • DISTAby!U, MAXIMUM ANCHOR HOLE DIAJ0EY ANrCR DIAMETDR• ata". • • • • • 00000 • • 5.5j0i • a • • "j 375" •• •aMI5" MIN. • MIN. •• ••••• •• •a• 1•••• j I• • a• I 0000 B i I I I I I J �-. I I C OFFSET CLIP 125" 6063-T6 ALUM. TOPVIEW {-{ x.125" 2.125" L UUP 6063-T6 ALUM. X -SECTION 125"� j --1.740"F-- 1 .3366'' MIN. A I U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHUR HOLE MUST LIE WITHIN THE ASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1f16", TART F R VX 2.75"X -650* MULLION 6063-T6 ALUM, XSECTION ---1 1--.125" 2X5 ANGLE CUP 6063-T6 ALUM. 2000" XSECTION tI t .125 -----------F+- ._ __________ 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SLE SI IEETS 6-18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. 1/16'. Mull Dimension (sheet Mullion PGT Part# Sid. Clip Of(setClip U•Clip Angle Clip 1" X 2" X.125' (5) 66605 666113M 666111 BM 666243M 666511 M 1" X 2" X .375" (5) 666006 666114M 6661119M 666244M OM12M 1" X 2.75" X .375" M 66607 666115M 666112DM 666245M 666513M l" X2.75" X.650" (8) 66608 66611 BM 6661121M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6861116M 6661114M 666242M 666515M 1.25" X3.188" X.266' (12) 66641M 6661117M 6661113M 666241M 688516M 1.26" X2.11" X.125" (18) 1 69370 NIA NIA NIA 668517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9.12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A F-1.266' 1 .125" 2.116" T .125' .900" I 1-26"X 2.11' X .125" MULLION W63 -T6 ALUM. XSECTION Dimension Value (In) For Mullion: A 1.825 1" X2" X A25" Aluminum Tube Mullion B 2 664 C 0.895 D 0.740 A 1.125 1" XT X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1"X2 " 75 X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1"X2.75"X .850" Aluminum Tube Mullion B 3.000 C 0.476 D 1 0.636 A 2.000 1" X 3.125" X 500' Alum Tuba Mu8 B 2637 C 0.863 D 1.137 A 2.625 125' X 3.188' X.285" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 126" X2.11' .121' Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam�/Product Contra ""Il-,"', '/ \ .0\a0h,( LYN,V '' LICENSE'•% * ; No. 58705 5 'TIS i n tC/ i (CS �'•�✓ORIDP..•'G��. ALN • •••1,15' X 3.25' X.910' • 125'X6.25"X.624' • MULLION MULLION • 6005-TSALUM.• 600W*t*i6.'1•• • • • • X -SECTION X -SECTION • .375' 3.125---� _ CREATE SEE X -SECTION X -SECTION a••• •• 2.661' • • • • 1. MUST LIE WITHIN •1377,• • .12 H 2.430 2.875" I I I I I 1 I I I I 1 I I Tube &,,r F I 3.94' ••• ••I • • • • .125' • IY H 1.500 I I I I __J 624• •••� • 3.2 0"45' BA•Y MULLIO 30° BAY MULLION • • • 6063 -TB ALUM. 6W., ALUM. I X -SECTION X -SECTION WITHIN THE DASHED BWNDARY. SEE TOPVIEW f For Mullion: S.500'� •125' STANDARD CUP 2000" CUT HERE TO 375` 6083-T6 ALUM. .375' 3.125---� _ CREATE SEE X -SECTION X -SECTION , SHEET I DETAIL F,SHEET4 1.250' I .125" MUST LIE WITHIN 0.757 I 1 I 1 I I I 1 I I I I 740" }-{ 125' I 2.125' 11-0LIP 806376 ALUM. l- X -SECTION 125"J 1"X4'%.375" For Mullion: S.500'� 'T'-MULUON 1' 4 X CUT HERE TO 375` 8083-76 ALUM. .375' 3.125---� _ CREATE SEE X -SECTION MIN- , SHEET I DETAIL F,SHEET4 1.250' I 1"X4'X MUST LIE WITHIN 0.757 I 1 I 1 I I I 1 I I I I H 2.430 2.875" I I I I I 1 I I I I 1 I I Tube &,,r F I i I I F 3.94' G I I I I 1 I I I I i I I I .100' H 1.500 I I I I __J 624• FOR THE L STANDARD CLIP _375` � CENTER OF ANCHOR HOLE MUST LIE 5053-76 ALUM. -^i .H2O' F - MIN. WITHIN THE DASHED BWNDARY. SEE TOPVIEW 1.25'X3.94'X.624" SHEETS 10.17 FOR THE ANCHOR O.C. MULLION MAXIMUM DISTANCE. MAXIMUM ANCHOR HOLE 6005-T5 ALUM. ETER: ANCHOR DIAMETER+ 1/16, X -SECTION Q I 1Y5• .3 h.A` Ii�/ �� MIN. I I I I I I I I I 2.25(" I I I I I I I 3/50`Ll j .228'J i-.981•--'� .226•J h -W g81'• -i NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15,19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---_- .375' i I I I I I I I I 1 I 1 I I I H I I I I I OFFSET CLIP 6063-T6 ALUM. TOPVIEW LX-SEC-TtCN E CLIP 2.000" LUM. -,125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1116'. Dimension Value (In)l For Mullion: .375" 3. 1' 4 X G 1.000 CENTER OF H 7.580 1 3.000 ANCHOR HOLE F I 1"X4'X MUST LIE WITHIN 0.757 .375" Aluninlm H 2.430 THE DASHED 3.000 Tube &,,r F BOUNDARY. SEE F G 0.760 SHEETS 10.17 H 1.500 I 3250 FOR THE Z _375` � ANCHORO.C. .g0 MIN. DISTANCE J < MAXIMUM B€ r ANCHOR HOLE Q DIAMETER: Z N rn O W U3 ANCHOR m0 o WO Of DIAMETER + IM6'. U -CLIP 6083 -TB ALUM. J TOPVIEW TARI F r` Dimension Value (In)l For Mullion: F G 3. 1' 4 X G 1.000 .125" Aluminum H 7.580 1 3.000 Tube Mullion F 3.187 1"X4'X G 0.757 .375" Aluninlm H 2.430 1 3.000 Tube &,,r F 2.250 1.25' X 3.25' G 0.760 X.100" Aluminum H 1.500 I 3250 Tuba Mullion r - I I I I I I I I I I I I I 1 I I I I I 1 I I I TAR[ F r. r.014T. Dimension Value (In) For Mullion: F G 1.938 0.500 1.25 X 3.25" X.624' Aluminum Tube Mulllon H 1.438 I t 3.250 F G 2.625 1.125 1.25• X 3.94" X.824" Aluminum Tube Mullion H 1.500 1 3250 F 2.813 30' Ba MWI F 2.875 45' Ba MWI 2X5 ANGLE CLIP 9" %O �,( 6083-T6 ALUM. m[ TCPVIEW• PRODUCT REVISED as complying with the Fle rlda Building Code .-No. 17-0630.01 Expiation nate 05/28/2021 Mull Dimension (sbeet 0) POT Part# Mullion Std. Cup Offset Clip ti -clip 5 0 3 rc �Y YS N 1'X4' X.126` (10) 69364 666111M 16MI122M MU41M 688518M V X4' X.375` (11) 04 }C) ~ 1- X4' X.379' `T (I 1) 66653 668112M 6661123M 81=42M 6SS619M 125• X3.25` X.100' (13) 20180120312 6661127M 6661124M 6602410M 8665115M 1.25' X325` X.624" (14) 20161120315 6661128M 6661125M 6662411M OM116M Z O sa W W 30 Uegree (19) J 8585110M � 5WW WA WA WA W m Qo F- H 375" O (D V, MIN. (A Z _375` � OL. .g0 MIN. J < OL J B€ r Q O Z N rn O W U3 < Z m0 o WO Of 1 L J (n O 2X5 ANGLE CLIP 9" %O �,( 6083-T6 ALUM. m[ TCPVIEW• PRODUCT REVISED as complying with the Fle rlda Building Code .-No. 17-0630.01 Expiation nate 05/28/2021 Mull Dimension (sbeet 0) POT Part# Mullion Std. Cup Offset Clip ti -clip Angle Clip 1'X4' X.126` (10) 69364 666111M 16MI122M MU41M 688518M V X4' X.375` (11) 69610 1166112M 6661123M 6W242M W519M 1- X4' X.379' `T (I 1) 66653 668112M 6661123M 81=42M 6SS619M 125• X3.25` X.100' (13) 20180120312 6661127M 6661124M 6602410M 8665115M 1.25' X325` X.624" (14) 20161120315 6661128M 6661125M 6662411M OM116M 20182 6MI117M 6W1125M 668241M 668517M 30 Uegree (19) 88649 WA WA WA 8585110M 45 Degree (20) 1 5WW WA WA WA 5885111 M _ * NNo. 38705 ' 'r%NAL A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE E ----- — -------I 1 1 I Mull Dimension PGT Part# I i I I � � I I I I I I I I (sheet#) Mullion I Std, ClipFU-Clip Angle Clip .250""2"X '1 x•126" 2' X4' X.25" (16)1 66602 1 6662617 I 6662717 6865112M U.- MULLION 2"X6" X .25" (17)1 68604 6662627 1 6662727 6865113MSTANDARD 6063T6 ALUM. CLIP 6063-TBALUM. X -SECTION U) X-SECTION NOTES: W ji OZ W .12.. 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING co (n DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1&17 FOR SUGGESTED, APPROXIMATE Im U HOLE LOCATIONS. 0" 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 3.560" 5.500' CUTHERETC --� CREATE FCLIP, • •••••• 2.00(" .375" MIN -� r I _ SEE DETAIL F. r SH_ x.375" MIN. i– 1 I I ----- — -------I 1 1 I I i I I � � I I I I I I I I 4.000" .250""2"X 2.125" 4' X.25" X -SECTION .125" U.- MULLION 4 6063T6 ALUM. X -SECTION U) N #g U n9 W OZ W wJ K J co (n Im U d 375' L=0 MIN. S LU m o Z m A (D • •••••• • -•-2000"�� ••• •• • •••• • • • • • 250^ • • 6100'• • • 2'X430 .25" MULLION 6085 T6 ALUM. X -SECTION i– 1 I I ----- — -------I 1 1 I I i I I � � I I I I I I I I 3.4 I '- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 18-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16", CUT HERE TO 3.500" CREATEF-CLIP, .375" _ SEE DETAIL F, MIN. SHEET4 I I I I I I I 1 1 I 1 � 1 I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I 1 I I I L STANDARDCUP 6063-T6 ALUM. TOP VIEW 8" I + 3.438" I U -CLIP, 6083 -TB ALUM. SED FOR 2" X 4" MULLION. SHEET' ,.PVC CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS I6-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 2X5 ANGLE CIDP 6063-T6 ALUM. 2. �• XSECTION 125" .375" MIN. .376' I 1 4.888• r 5.438' 5,438" 5.438" I U -CLIP 6063-T6 ALUM. USED FOR 2" X 6' MULLION SHEET 17 TOPVIEW U -CLIP 6063-76 ALUM. 2.125" i X -SECTION .125" 0 I + 3.438" I U -CLIP, 6083 -TB ALUM. SED FOR 2" X 4" MULLION. SHEET' ,.PVC CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS I6-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 2X5 ANGLE CIDP 6063-T6 ALUM. 2. �• XSECTION 125" .375" MIN. .376' I 1 4.888• r 5.438' 5,438" 5.438" I U -CLIP 6063-T6 ALUM. USED FOR 2" X 6' MULLION SHEET 17 TOPVIEW T-----------------1 I I i I I I I I I I I I I I I I .375" MIN. 2)(5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW MIN. PRODUCT REVISED as comp/ging with the Florida Building Codi NOA-No. 17-0630.01 Expiration Dat 5/26/2021 sy Miami • Product Control 1111lIII° \ �a�NY LYN/y�i ` * '• No.58706 ,375" MIN. "0 O ST f ' �4tj 70NAL'E ` A. LYNfJ fJIILL�R, P.E. FL P.E.# 58705 0 4 W U) N #g U n9 W OZ W wJ K J co (n Im U d 375' L=0 MIN. S LU m o Z m A (D LU n T-----------------1 I I i I I I I I I I I I I I I I .375" MIN. 2)(5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW MIN. PRODUCT REVISED as comp/ging with the Florida Building Codi NOA-No. 17-0630.01 Expiration Dat 5/26/2021 sy Miami • Product Control 1111lIII° \ �a�NY LYN/y�i ` * '• No.58706 ,375" MIN. "0 O ST f ' �4tj 70NAL'E ` A. LYNfJ fJIILL�R, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION 71 MULiw LENGTH NO ANCHORS N HEAD N 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 SEE TIDETAILSRDUCTS Q r � [PA z Q SHEETS PPROVAL < Z ' O 2-3 - 4 � W gC �- MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. W SE �/ d DErals. EHEETS AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. XXX U a S FROM TABLE 12A, SHEET 16, THE 2" X 4" X MULLION (LENGTH = 108", OPENING WIDTH = 80') HAS A DES'GN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢ W Z o � 23 NO ANCHORS IN WINDOW SILL 32•-{I--32°—] WIDTH OPENING WIDTH - 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 +60.0/50.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=BS. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4- AND WALL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0%60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X.375' MULLION (LENGTH = 72", OPENING WO H = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM 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 OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS 11-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CAI CULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X r 636 LBS \ = 524.9 LRS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF / 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 DESIGN PRESSURE OF +50.0155.0 PSF. Q r � FOR THE VERTICAL MULLION: z Q 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1'=105" AND THE OPENING WIDTH IS 36'+36'+1" =73". REFERENCING SHEET 25, < Z ' O THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 244' AND WILL � W gC MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. W EXAMPLE 2: MULTIPLE MULLIONS FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X.375- MULLION (LENGTH = 106', OPENING WIDTH = ST) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF d SEE DETAILS. MULLWIDTH �-- SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. XXX U a •••• FROM TABLE 12A, SHEET 16, THE 2" X 4" X MULLION (LENGTH = 108", OPENING WIDTH = 80') HAS A DES'GN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢ W Z o � • • • • .250" FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACIT Y REQUIRED OF 971 LBS. 9 s € >i pmt •••• • • • !TIS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNrr, THE ADJUSTED OPENING WIDTH IS 36"+36"+2 =74", NOT 73" AS PREVIOUSLY 37 FENEStRATIGN CGTNLS, • }IAMICT'S SHEETS BECAUSE ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED • • • • • APPROVAL 24 • THE 73" DIMENSION (35-12"+35-V2'+2"=73"). as compt with the Florida Code r -, • • • 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Building NOA_No• 17-0650.01 CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THF FASTENER'S EDGE DISTANCE. • 0�TICAL CLIP WITH 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH !S GREATER, AND Expiration Date 05/26/2021 • OML7H : SEE • �- SSE a aESIOE� USING THE STANDARD (6) THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. > By �_-.— • 6 OETAL#. SHEErs.4 SHEET3 FOR THE HORIZONTAL MULLIONS: N Miami-4?de Product ontro • su�ENING • HEIGHT • • • 696 BECAUSE THE VERTICAL MULL WILL BEA 2"X 4'X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICIL MULLIONS, ALTERNATIVELY, ANOTHER • •FXV I • • • 004IORI7. f ••• 4wV ION n • �/ � BE CHOSEN MULLION TYPE COULD . LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72'+2" =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE h CO • • • 1) THE MULLION USED. FROM TABLE 12A, SHEET 16, THE 2"X4' X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +1-170,0 PSF WHICH EXCEEDS THE • • • • • • e • • 1000000 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEEI • AR 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 8" Z r 00* • • • WIDE. IF THE MULLION CLIP WERE 70 BE CENTERED WITHIN THE B", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH N I I I I I I hnj (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED I • • - ANCHOR CAPACITY OF 521 LBS. �� 36•. HDR¢ 3S", HORIZ. I 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE ULLIP SHOWS THE ANCHOR REQUIREMENT OF 521 LBS. THE a�, '- LICENSE'•, :' z Q•i •, MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,.FOR THE REQUIRED ANCHOR CAPACITY l OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. *. 1 NO. 58705 * FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS! n I: • _ H-64.7 PSF FROM THE VERTICAL MULLION; ATTACHING TO CMU; �j•- Ul �f %r �A� +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTK)N) ® 71.\ THE LOWEST DESIGN PRESSURE IS+,164.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��lCs '•'LORIDP.•• G\?� rc �''/`7S/'ONAL E% VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCT BE INSTALLED IN a P.E. ' PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION A. L/Y%f141IVhLL�IR , 00 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 I • • • • EXAMPLES OF RECTANGULAR LOADING: -10 Rl V/i L- SWDH SHIDH 4 4 LOADING OF VERTICAL MUI LION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS PW PW EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: IDI NO OF HORIZONTAL ML I I I SHIDH SWWDH QSH/DH SH/DH LOADING OF VERTICAI•MUWON LOADING OF HORIZONTAL MULLION SILL Q WINDOWS NOT6WW*" WITH INTERSECTING VERTICAL MULLION • • • PW PW • • • • • • • • • • • I LOADING OF (2) HORIZONTAL MULLIONS I I I PW PW I I I I 1 I I 1 I I - PW PW � I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I I I I I ' 0 LOADING OF VERTICAL MULLION PW vel II RERESENTATIONS OF TYPICAL Foe PW CONFIGURATIONS. V/i L- SWDH SHIDH 4 4 LOADING OF VERTICAL MUI LION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS PW PW EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: IDI NO OF HORIZONTAL ML I I I SHIDH SWWDH QSH/DH SH/DH LOADING OF VERTICAI•MUWON LOADING OF HORIZONTAL MULLION SILL Q WINDOWS NOT6WW*" WITH INTERSECTING VERTICAL MULLION • • • PW PW • • • • • • • • • • • I LOADING OF (2) HORIZONTAL MULLIONS I I I PW PW I I I I 1 I I 1 I I - PW PW � I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I I I I I ' 0 LOADING OF VERTICAL MULLION 00 / HINGED r DOOR PW PW 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL Foe PW CONFIGURATIONS. - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT PVJ BE DETERMINED. USE• RECTANGULAR LOADING.-�ENSF -- '•Y _ `* 3) SEE PRODUCTS' APPROVAL FOR II ~ v' /nn I�VL $2!V` 00 / HINGED r DOOR PW PW 1) DRAWINGS ARE LOADING OF VERTICAL MULLION w j (ZIj 1 1 J Z,0 LOADING OF HORIZONTAL MULLION Q d 2 Z ~< X flJZ m IL N W a ' p o! a PWI (/) 0 d d NLU p Y Y ® Q (O to (=7 U O O > 4 m C) `tN SHIDH Om�' 55Y w O v J , 4 / PRODUCT REVISED p / as compI i�g wI. the Florida BuildinCoda NDA -No. 17-0630.01 Expiration Date 03/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL NOTES; By ' e Product contMULLION MieP ro 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT PVJ BE DETERMINED. USE• RECTANGULAR LOADING.-�ENSF -- '•Y _ `* 3) SEE PRODUCTS' APPROVAL FOR :' No. 58705 ACTUAL ANCHOR LOCATIONS. v' /nn I�VL $2!V` LOADING OF HORIZONTAL A. LhNhIIMIhdE�, P.E. A- MULLION FL P.E.# 58705