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WS-19-1196F Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -06-19-1196 ftm � Permit Type: Witfdowsr%hutters arks -Classification: Window/Door Replacement Permit Status: Approved Issue Date: 06/041,2019 1 Expiration: 12/02/2019 Parcel Number 28 NW 100TH ST, Miami Shores, FL 33150 1131010180440 Contacts JOAN & JOYCE OJALA Owner BNT SERVICES INC Contractor 28 NW 100 ST, MIAMI SHORES, FL 331501204 THOMAS ZESCHKE Other: 3057582987 Business: 9542330126 Inspection Requests: Description: REPLACE 17 WINDOWS Valuation: $ 16,854.00 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $10.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.40 Scanning Fee $9.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $129.10 Payments Date Paid Amt Paid Total Fees $129.10 Check # 5742 06/04/2019 $79.10 Check # 5739 05/24/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the for of information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. FutheMIXeWthoife the above named contractor to do the work stated. Authorized Signature: Owner Contractor / Agent Date June 04, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 OBUILDING ❑ ELECTRIC ❑ ROOFING RZCEIVED MAY 2 4019 BY:- 0 1-j - FBC 20 17 Master Permit No.WS US Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 28 NW 100 ST City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#:11-3101-018-0440 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JOAN SUSAN OJALA, JACK OJALA Phone#: 305-758-2987 Address: 28 NW 100 ST City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: BNT SERVICES Phone#: 954-233-0126 Address: 1313 NW 65TH PL SUITE #1 City: FORT LAUDERDALE State: FL Zip: 33309 Qualifier Name: THOMAS ZESCHKE Phone#: 954-233-0126 State Certification or Registration #: SCC 131151154 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ 16,854 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑E Repair/Replace Description of Work: REMOVE AND REPLACE 17 WINDOWS W1 IMPACT RESISTANT Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $4:EZ• Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ • �O Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this _8 day of 20, IS , by GO- 04.E , who is personally known to me or who has produced Ir— as identification and who did take an oath NOTARY PLI Signature CONTRACTOR The foregoing instrument was acknowledged before me this ci day of 1.'ti 20 by 'CUye+yul ��(�wl. who ' ersonal yl known t me or who has produced as identification and who did take an oath. 1 Sign: S 0fn: Print:AA N -J ! Pri Seal: teY" JOHN D. DEMARCO JOHN A. pEMAffCQ Seal: ;?o`�wYP: =.: Commis910n # GG 228041 Commission # GG 223041,`°`: Expires May 29, 2C22 4 Expires May 29, 2022 'P°F F``x'- Bonded Thru Troy Fein Insurance BondedThroTroyFaininsura 800-365.1;9 .� v APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). I '.JC �P%CK P, C Date Print Name #BNT IMPACT WINDOWS & DOORS Joyce Ojala Phone: 305-758-2987 Cell: 404-556-2632 28 NW 100 St Miami Shores, FL 33150 BNT Impact Windows and Doors / SCC 131151154 1313 NW 65th Place 1 Ft. Lauderdale, FL 33309 Phone: (954) 233-0126 Print -date: 5-2-2019 Below is the proposal and price breakdown and attached to this proposal is the material list and brochure for your new windows and doors. BNT Services Impact Windows and Doors are committed to serve our customers. Protecting your home with impact windows and doors will give you and your family peace of mind. We have over 1,000 satisfied customers and over 28 years experience in the industry. BNT Services has an A+ rating with the Better Business Bureau. Thank You For The Opportunity To Earn Your Business! Code Description Price MATERIALS AS PER ATTACHED LIST (All All White PGT 770 Series Aluminum Frames With Clear $9,179.00 applicable taxes included) Impact Resistant Glass Per Quote # 5659164 INSTALLATION OF Products Quantity SH7700A - 14 CA740 - 3 All awnings will be removed and the holes patched if BnT can keep the material removed, $4,250.00 PERMIT $625.00 MISC - LABOR Labor to finish all stucco around all the standard size $2,800.00 windows. Total Price: $16,854.00 "The Best of the Best" https://youtu.be/wmb90ksM6TE Robert Pollack Installation Video https://youtu.be/ gBAaPaE3CO Sales Representative How it's made https://Youtu.be/7DcdNSOdlOs 954-559-7243 PGT Video https://youtu.be/yywlXbihe90 robert@bntserve.com Scope of Work: as per code. Caulk and seal inside and outside of openings. Clean up all debris and remove from site. Terms and Conditions - BNT Services will service manufacturer's defects, however defects and services schedule will NOT be cause for holding final payment. - BNT Services is not responsible for manufacture's delays or back orders. - BNT Services prices are only good for 60 days of the date of the proposal INCLUDES: Removal and disposal of existing windows, exterior weatherproofing, replacement of any stucco and/or drywall, sills, tiles etc. that may be damaged during installation. 2 year labor warranty for all work performed by BNT Services. Does not include: Re -installation of any alarm contacts, painting interior or exterior or re -installation of existing blinds or window coverings Payment Schedule: 40% Deposit with acceptance of the contract 40% To be collected during the 1st day of installation 20% Due when Final Inspection has passed Acceptance of Proposal - The above prices, attached specifications, terms and conditions are satisfactory and are hereby accepted. BNT Services is authorized to do the work as specified. Payments will be made as indicated above. Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. Contract can not be canceled for any reason nor is deposit refundable once material is ordered. Our workers are fully covered by Worker's Compensation Insurance. 1 acknowledge that I have read, understood, and agree to all the above terms and conditions. I confirm that my action here represents my electronic signature and is binding. Signature Approved by: Joyce Ojala Date: 5-2-2019 11:20 AM e-- ) - V — C ( Gocto r- - L.Single Hung Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 M.Single Hung Window 19 1/8" x 38 3/8" 65/-80 NOA 18-0430.06 N.Single Hung Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 Ojala Residence 28 Nw 100 St K.Single Hung 53 1/8" x 50 5/8" 65/-80 NOA 18-0430.06 O.Single Hung Window 53 1/8" x 50 5/8" 65/-80 NOA 18-0430.06 211 5�10f! S Vli�2r�o A-DPROVED IBY 7C"JING DEPT P11 'DG DEPT J. Single Casement Window 37" x 38 3/8" 70/-90 NOA 17-0614.14 A.Single Hung Window 53 1/8" x 50 5/8" 65/-80 NOA 18-0430.06 B.Single Hung— Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 DATE SUR, ECT TOCOM.P--�-1-1– COMPLIANCE W, FH AL1_ FFL -Pz L I. Single Casement H. Single Casement Window Window 37' x 38 3/8" 37" x 38 3/8" 70/-90 70/-90 NOA 17-0614.14 NOA 17-0614.14 • ...... Q.$*irve Huq&*Z/i' ibw x 38 �/P.... .. .. .?%1/2" 65/-80 • N6A 18-0430.06'. C.(2)Sin6le Hung Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 (1) 1 x 2.75 x 50 5/8" Tube Mullion 170/-170 NOA 17-0630.01 RECEIVED MAY 2 4„019 F. Single Hung Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 E.(2)Single Hung Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 (1) 1 x 2.75 x50 5/8" Tube Mullion 170/-170 NOA 17-0630.01 D.Single Hung Window 37" x 50 5/8" 65/-80 NOA 18-0430.06 S i� � 01/09/2018 - 12:09Dm inteml Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART 6thEDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY - 175 MPH MRH <- 60' ASD, DESIGN PRESSURES FOR COMPONENTS AND CLADDING 1 1 INTERIOR ZONEF4 PRESSURES 1 EXTERIOR ZONEDPRESSURES Mean DESIGN PRESSURES (PSF) - Z N_ E 4 -� an Me_ DESIGN PRESSURES (PSF) E - ZO 5 Roof Tributary Area (Sq Ft �_ _ f m D z Tributary Area (Sq Ft) EAVE HEIGHT 20 30 40 r5,; r i ht 40 50 20 30 43.4 41.6 -40.6 -39. O O ! -53.6 0.0 -47.9 -46.4 -45.2 0- 15 ft 4 ® O a PLAN VIEW •-1 Zq„O aZ Z". -30 �(�, �:�• •�� w.e� .c r is cp \5 ft rn om NrnAi�mm> +4 +38.2 +37.2 +36. 3 .9 COMPLEX a ISOMETRIC CORNERS 5 5O +40.1 38.2 +37.2 +36.4 +35.9 -43.3 -42.2 -41.4 '= 8: 7 52.0 49.8 48.2 47.0 18 ft457- o 2017 XPRESS ° P K � O � 18 ft A �` ASCE 7-10, CHAPTER 30 +41.6 +39.7 +38.6 +37.9 +37.3 • !6q S•Vj.14h AVENUE, SUITE 106 � " a = +41.6 +39.7 +38.6 +37.9 +37.3 N �CD -46.2 -44.2 -43.1 -42.3 -41.7 00 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 -62.1 -57.9 -55.4 -53.7 - .4- 30 ft 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 +46.3 +44.3 +43.0 `2- 5, -51.9 -49.8 -48.5 -47.6 -46.9 -64.1 -59.8 -57.3 - i5A 35 ft 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 +45.7 +44.5 + -53.4 -51.2 -49.9 -49.0 -48.3 -65.9 -61.5 -58.9 40 ft 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 4.. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 -57. 45 ft 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 +51.6 +49.3 +47.9 +47.0 +46.2 57.1 -54.7 -53.4 -52.4 -51.6 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 +52.7 +50.3 +48.9 +47.9 +47.1 58.2 55.8 -54.3 -53.3- =52. -71.8 -67.0 -64.1 -62.1 -60.6 60 ft ft +53.6 +51.2 +49.8 +48.$ i+^ -�,7�4^\ +53.6 +51.2 +49.8 +48.8 +48.0 INTERIOR ZONE(4), EXTERIOR ZON 53�,�(�3OF-M a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF RUFF -ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a }a--� ROOF HEIGHT 5 ® 5 0 a � 5 C ELEVATION a� Y n O o REMARKS DRWN CHKD DATE C)a INIT ISSUE GSS TSB 03/05/12 m 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 1� Z UPDATES, 2017 FBC FLB FLB 12/17CU z m v V 1 6i THIS DOMENT IS THE PROPERTY OF ENGINEERING EXPRESS, x AND SHALL NOT BE REPRODUCED IN WHOLE OR PMT WITHOUT F-0-1 � m WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ` PERMITTED AND INVALIDATE OUR CERTIFICATION. EXPOSURE C BASED ON Kd - 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING _ IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ION_'P OVIDED Y- THERS. 1.1. ANY QUESTIONABLE OP _ - TOONSI D THE MORE CRITICAL (EXTERIOR) ZONE 5. 11 r 2. IDENTIFY THE BUILDING M A VE h T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANUN T. E FI D, TH PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UPR F TON LE VALUE. 2. VALID FOR ALL ROO ES.`f0., SLOP °, EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARIv'AREA _ T-- STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHT)"'YA GTIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT z / 3). 3.1. USE THE AREA BETWEEN STRUCTURA -OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER 4FTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: STABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 iS CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. ``WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 1�0.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES ISI6FEEZED-HEREIN. 10. THIS SPECIFICATION DOES NOTI FFER-A ERNY ODUC'1'Y1PRRQY.D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER LS-`FORzDESIGSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO VE R ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR ECT_ I ANCES. 12. NO CERTIFICATION IS OFFERED FOj� - EGR t{ HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED 1_ EREFT _ ADDIT , _A ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. IGHT EXPLAINED LEAST HORIZONTAL c m m m z w O T 4 -q-' wmzmo-IOO,xxk mn61m OnAm m0Zs_ _ r z � � Z,:K- cn m (� Z, ' m -_` - r' �L/r�F^j •� O T DIMENSION PEAK ROOF 5 HEIGHT $ \ =rtmj0^03"'1=_'-'iwm mp0DDZ9�rnDpzrl rn x [n Z O MEAN ROOF 5 4 F Ln In In r Z i .9 r = O z W 0 Y Z m� R m D z m -I -0 O I --I m 3 EAVE HEIGHT r�r ��zmmmDD�mpy O D D ROOF HEIGHT ZnDrzaZ0> Dp mC Iz l! T (- • O O • z r z 0- 2!4 • O to y r• • ry7 p ; D1 a z rn m .0 rn O QD •D p C z 4 ® O a PLAN VIEW •-1 Zq„O aZ Z". -30 �(�, �:�• •�� w.e� .c ln• is cp .u, � 4 rn rn rn om NrnAi�mm> z O Z D COMPLEX a ISOMETRIC CORNERS 5 5O "p 0 v R < • to • •;, 6TH EDITION FLORIDA BUILDINFCQQE ErS1GSNEERIN Dwc° o 2017 XPRESS ° P K � O � A �` ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: S Z DESIGN LOADS FOR COMPONENTS & CLADDING • • !6q S•Vj.14h AVENUE, SUITE 106 � " a = MASTER PLAN SHEET • • • • • • EERFIEiLD BEACH, FL 33442 : :•: P:5954):54j0640 F: (954)354-0443 • • • • C4rjT 06 RUTH #9885 • E:14LRLOgPENGINE ERINGEXPRESS.COM z A o m p Z N �CD • • • "' ' ASCE7-10 ENGINEERINGEXPRESS.COM 9 00 v MIAMI-DADE MIAMI -DADS COUNTY TOMIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ANCE (NOA PGT Industries, Inc. 1070 Technology Drive www.miamidade.gov/economy 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 C3 t jtyRER; • • • • • Product Control Section to be used in Miami Dade County and other areas wherc4U6 ,lyd by tbe.4wthority .• Having Jurisdiction (AHJ).• ...... .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami -bade County Product • Control Section (In Miami—Dade County) and/or the AHJ (in areas other than MiVn -99gde Cgi%tyJreserv; • the right to have this product or material tested for quality assurance purposes. If•1119 product o'1•materi, fails to perform in the accepted manner, the manufacturer will incur the expense of N �lh Testing aiV& AHff*::: • may immediately revoke, modify, or suspend the use of such product or material w>:t to their iujisdictioM 606 n. • • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dace Ct)*ty Pr9ductContrgl..•;. 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 U49 tie Floridan Building• • • • Code, including the High Velocitv Hurricane Zone.- • • • • II)ESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window - L.M.I. Details - LM & SM", sheets I through l I of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control .Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 Expiration Date: April 11, 2023 411p 117 Approval Date: September 14, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. • • • • . . .... ...... B. TESTS • ...... .. . ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading gj; f jjC, TAS X02-94 2) Large Missile Impact Test per FBC, TAS 201.94 3) Cyclic Wind Pressure Loading per FBC, TAS -201-94 • • • •; • • • along with marked -up drawings and installation diagram of a?TV hiding $l'as`s door,,"" a PVC fixed window and an aluminum sliding glass door, usijj;XQdispace )SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT. s$a4er syrbtem.and XL..:. EdgeTM spacer system at insulated glass, prepared by Fenestral oto Testing I ,aboratorX„ . Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970,` dated .11116/13, ` 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,*P`E. (Submitted under previous NOA No. 16-0629.21) 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 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218,09) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel �V-704-14 E. Product Controer NOA No. Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and 'White) Glass Interlayers" dated 06/2&15, expiring on 07/04/18. • • • • 0600:6 •116..• .. . •..6% F. STATEMENTS .60;00 1. Statement letter of conformance, complying with FBC 51h EdWon (20141 and FBC 611 Edition (2017), dated August 29, 2017, issued by m�Rtfacturet' sighed antr;00. sealed by Anthony Lynn Miller, P.E. """ "" 2. Statement letter of no financial interest, dated June 9, 2015, i by manyfacturer,� signed and sealed by Anthony Lynn Miller, P.E.' ' . . . . ...... 3. Proposal No. 16-0125 issued by the Product Control Section, dgtedvarch609, 2016, ;....; signed by Tshaq Chanda, P.E. ' (Submitted under previous NOA No. -16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA -740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel P e4 P.E. Product Contro x finer NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT 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 TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4- 4) ALL .4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 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) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL'CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NDA; ELCO CRETEFLEX NO& ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Ty Pea Sheet# 1 5/16" Lami (118 An -.090' PVB - 1/8 An) 5 2 7/16" Lami (3/16 An - .090" SG - 3116 An) 6 3 7/16" Leml 3/16 HS -.090' SG . 3/16 HS) 7 4 7/8" Lemi. IG (1/8" An - 7116" Air - 118' An ..090' PVB - 1/8" An) 5 5 7I13" Lami. IG (118" T- 7/16' Air -118" An -.OW PVB - 118" An) 8 6 7/8" Lami. IG (3116' An - 1/4' Air - 3116" An -.090" SG - /16" 977 S36'AS H)) 7/8" Lami. IG(3/16"An-114"Air-3116"HS-.090'G" ASSEMBLY DETAILS/BOM.............. 8 718" Lami. IG (3/16" T-114' Air - 3116' An -.090" SG - 3/16' An 9 9 7!8" Lami. IG (3/16" T-114' Air - 3116' HS -.0W SG - 3/16" HS) 7 "PVB'=TROSIFOL gVB BY KURARAY AMERICA, INC. 'SG"= SENTRYGLAS BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING I IMPACT RATING VARIES, RATED FOR LARGE 8 SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 37" WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL 4" MAX. r—+• B, SEE SHEET 2 1 ._ A 69" VISIBLE LIGHT HEIGHT (DLO) 1 --� 17-1/2" MAX. A, SEE O.C. SHEET2 6' MAX. O.C. USEANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5/16' LAMINATED GLASS STACK 'l .090"TROSIFOL®PVB 1/8"ANNEALED /BY KURARAY GLASS AMERICA, INC •j 118' ANNEALED EXTERIOR , GLASS a 11116" GLASS BITE GLASS TYPE t 7/16" LAMINATED GLASS STACK .OBD' SOP BY KU RARAY 3/18' ANNEALED OR AMERICA, INC. HEAT -STRENGTHENED GLASS i 3/18' ANNEALED OR HEAT�STRENGTrIENED EXTERIOR `3a� ' GLASS a !r n I 1 11(16' GLASS BITE GLASS TYPES 2 & 3 718' NOM. 7/0'SNOM. GLASS STACK GLASS TACK 7/16' LAMINA IED �J 6/16"LAMINATED G GLASS STACK LASS STACK 1I8"ANNEALED GLASS :U1B' ANNEALED OR VIVAIRSPACI —.099-TROSIFOL®PVD 114"AIRSPACE- -HEAT-STRENGTHENED GLASS BY KURARAY .090" SGP BY KURARAY 1/8'ANNEAIED OR ' 3116"ANNEALED AMERICA, INC. TENAERED GLASS � GLASS AMERICA, INC. 119' ANNEALED 3116" ANNEALED OR HEATSTRENGTHENED GLASS EXTERIOR cLAss Exr>=aSR 76" a/--,\ 11/16' LASS I 11/16" GLASS BITE HEIGHT C I 14-1/2" MAX. O.C. IF WIDTH IS 4' MAX. 33.476' & OVER (HEAD & SILL) 30'VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW ;OOES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 T G ( BITE a GENERAL NOTES .............................1 ELEVATION ....................................... I GLAZING DETAILS ..............._...,...... 1 I \ i 2 ASSEMBLY TUBE DETAILS ............. I \ I ANCHOR SPECIFICATIONS............ 4 I \ I I 4 DESIGN PRESSURES.-, .................. I / ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/S PACE R .................... 11 I / / I / I I / I I� I' i --� 17-1/2" MAX. A, SEE O.C. SHEET2 6' MAX. O.C. USEANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5/16' LAMINATED GLASS STACK 'l .090"TROSIFOL®PVB 1/8"ANNEALED /BY KURARAY GLASS AMERICA, INC •j 118' ANNEALED EXTERIOR , GLASS a 11116" GLASS BITE GLASS TYPE t 7/16" LAMINATED GLASS STACK .OBD' SOP BY KU RARAY 3/18' ANNEALED OR AMERICA, INC. HEAT -STRENGTHENED GLASS i 3/18' ANNEALED OR HEAT�STRENGTrIENED EXTERIOR `3a� ' GLASS a !r n I 1 11(16' GLASS BITE GLASS TYPES 2 & 3 718' NOM. 7/0'SNOM. GLASS STACK GLASS TACK 7/16' LAMINA IED �J 6/16"LAMINATED G GLASS STACK LASS STACK 1I8"ANNEALED GLASS :U1B' ANNEALED OR VIVAIRSPACI —.099-TROSIFOL®PVD 114"AIRSPACE- -HEAT-STRENGTHENED GLASS BY KURARAY .090" SGP BY KURARAY 1/8'ANNEAIED OR ' 3116"ANNEALED AMERICA, INC. TENAERED GLASS � GLASS AMERICA, INC. 119' ANNEALED 3116" ANNEALED OR HEATSTRENGTHENED GLASS EXTERIOR cLAss Exr>=aSR 76" a/--,\ 11/16' LASS I 11/16" GLASS BITE HEIGHT C I 14-1/2" MAX. O.C. IF WIDTH IS 4' MAX. 33.476' & OVER (HEAD & SILL) 30'VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW ;OOES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 T G ( BITE a GENERAL NOTES .............................1 ELEVATION ....................................... 1 GLAZING DETAILS ..............._...,...... 1 INSTALLATION_ . ............................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES.-, .................. 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/S PACE R .................... 11 NY LYNN �0 '•v,CENgF. '•�� * ; N0.58705 61 O '•, '//,I ONAI- A. LYNN MILLER P.E. GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 715'NOM. GLASS STACK ' GLASS NTACKED GLASS STACK 31IV ANNEALED OR 1/4'AIRSPACE EATSTRENGTHENED LASS G .09(r SG® BY KuRARAY 3116" TEMPERED Y AMERICA, INC. GLASS 3116' ANNEALED OR 38 HEAT -STRENGTHENED EXTERIOR I ��- 11/18" GLASS BITE `1 PRODUCT REYISFD 32 c InPlOng with the Fimid9 Building rz& GLASS TYPES 8 & 9 Ac pt ce No - D(v J4 .:¢ r Owe / � RevDAT • lt(: :0125/17 UPDATED ANCHORAGE Villi- Pod eci PER FBC 2D17. �evr�d �: �atc: • Re✓s7on: rip I GLAZING DETAILS I J ROSOWSKI • N. VENICI, FL 34205 oue• • • • • ��'� • • ('41�H ))��^411``+,8800T-1600• • • eAS�M%T'o11 jDOW DETAILS - LM & SM 08!08/12 • •}GTO NDti•y6Ri ES.�IINC.• • •CYT a- tRodN: Gle' _ghee;: Growing No. Rev: .ALL RIGI•S RE6ERVED • • CA -7.4a• • NTS 1 OF 11 MD-CA740-LM C CERT. OF RUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. EXTERIOR a AS REQUIRED PER TABLE 3, SHEET4 1 35.37 ATTACHEDTO FRAMEJAMB ATTACHED TO VENT JAMB WINDOW 81 HEIGHT VISIBLE 14 LIGHT HEIGHT (OLD) ATTACHEDTO FRAME JAMB ATTACHEDTO VENT JAMB 38 39 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADOON FLANGE ® HEAD, SILL & JAMBS SEE DETAIL Al. NOTES' BE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -1/2 - THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET4. EDGE DISTANCE SDE APPROVED LION, ALUMINUM, IEL FRAMING OR STEEL STUD. WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: 15 WIDTH. WASH HINGE: WINDOW WIDTH - 13-1/2 i OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —.-� �— 10"MA) 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. MAXIMUM SHIM THICKNESS TO BE 1/4". VF 1984 ' INSTALLATION ISI � —L +►�— EDGE DISTANCE OPTION 2 SEE NOTE 2, A B,C&D CONCRETE/CMU INSTALLATION ANCHORS 1 0 PER ANCHOR DIRECTLY INTO MASONRY. VISIBLE LIGHT FORMULAS: EMBEDMENT REQUIREMENT '• BUCK WIDTH WIDTH: WINDOW WIDTH - 7 1r-25.9' 1 0 INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. TYP. ANCHOR 1!4' MAX F � 15 X18 F TYPE, - - SHIM ATTACHED TO "Y 1l EMBEDMENT AND EDGE _ DISTANCE PER VENT SILL 7 4 8 32 33 80 SUBSTRATE, 20 T'\ SEE TABLE 3. O LJ SHEET4. L_ O 80 B EDGE DISTANCE 84 + `• J\\82 82 BELOW OPERA" ATTACHED TO VENT SILT 13 EMBEDMENT 1 241 VISIBLE LIGHT WIDTH (C 70 FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADOON FLANGE ® HEAD, SILL & JAMBS SEE DETAIL Al. NOTES' BE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -1/2 - THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET4. EDGE DISTANCE SDE APPROVED LION, ALUMINUM, IEL FRAMING OR STEEL STUD. WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: 15 WIDTH. WASH HINGE: WINDOW WIDTH - 13-1/2 i OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —.-� �— 10"MA) 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. MAXIMUM SHIM THICKNESS TO BE 1/4". VF 1984 ' lX WOOD ISI � —L y BUCKSTRIP, LL SEE NOTE 2, A B,C&D OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —.-� �— 10"MA) 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. MAXIMUM SHIM THICKNESS TO BE 1/4". +1 EDGE DISTANCE VERTICAL SECTION B -B .1`rDo LYNA ...... No. 588705 No *, _T )t7rf �l 117111111\\\ A LYNN IL nK P.E. VF 1984 ' lX WOOD ISI � —L y BUCKSTRIP, LL SEE NOTE 2, A B,C&D 1) WHEN INSTALLING COMBINATION UNITS. THIS SHEET. 1 0 1/4" MAX SHIM CONCRETE VISIBLE LIGHT FORMULAS: EMBEDMENT PERANCHOR '• { +1 EDGE DISTANCE VERTICAL SECTION B -B .1`rDo LYNA ...... No. 588705 No *, _T )t7rf �l 117111111\\\ A LYNN IL nK P.E. I I L—� SEE DETAIL A2, BELOW Additional Anchars Required on each Side of the Frame Assembly Tube (FAT) t.. NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 LL WM A B,C&D 1) WHEN INSTALLING COMBINATION UNITS. HEIGHT: WINDOW HEIGHT -6 1 0 28'+ ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. Anchor TyPe LL ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 1r-25.9' 1 0 INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. HEIGHT: WINDOW HEIGHT -7 r _ / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. I "Y SEE TABLE BELOW. I I L—� SEE DETAIL A2, BELOW Additional Anchars Required on each Side of the Frame Assembly Tube (FAT) t.. Window Anchor Type LL WM A B,C&D 1r-25 A" 1 0 28'+ 1 1 Window Anchor TyPe LL Haight A B, C 8 D 1r-25.9' 1 0 28'+ 1 1 • • • • • • • Re•tse0 H1: Sbte: • • Rev:aion: • • • • • A: :05725/17 NO CHANGES THIS SHEET. • • • vi' 4: apte: • Revrsfon: • ••• •• • • • •• . RODUCT REVISED ss —plying with 1t c Fkwida Building Code Acceptance No /7-0614.1¢ - ..tiaa Dine 2623 8p ?sCiSYam. r%�ft4{ ® Des *ption: w" �• CROSS SECTIONS & INSTALLATION J ROSOWSKI I.VE •He141 FL 3 20 VE Tit • • • • Date: 41N. VENIC•, FL 342.5 • • 5941) 460-160C• • • UASE•ME•Nj jIP4DOW DETAILS - LM & SM 08108/12 • COPYRtHT•2A7 • • • • TGT NDSSAeES, INC. • /Mo3e1: = le: Sheet: - browing No. Rev: • ALL RIWIDS RESERVED • e0 CA -M• NTS "'2":OF 11 MD-CA740-LM C CERT. 0- AUTH. #2929t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT (X) WINDOW a HEIGHT i Li WINDOW I _ ~I WIDTH Imo' 740 SERIES CASEMENT EXTERIOR WINDOW j FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.0, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT FIG iEE NOTE 7, THIS SHEET 7401 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW � 1 AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 740 SERIESAWNING •Window COMBINATION UNIT MUST BE ABLE TO LL Width INDIVIDUALLY COMPLY WITH THE 17" --259- 250-28'+ LIA -26'- RESPECTIVE NOA. 740 SERIES / WINDOW CASEMENT FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET WINDOW METAL SCREWS. USE THE SAME D FRAME SPACING AND QUANTITY ASTHE FRAME OPPOSITE FRAME MEMBER. —ASSEMBLY �- ASSEMBLY TUBE TUBE 10", SEE NOTE 7, NOT EXCEED 62" IN LENGTH (AS USED .p I N A 63' FLANGED WINDOW) OR BE THIS SHEET\\ USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION LL HOLES 6) THE FRAME ASSEMBLY TUBE IS 740 SERIES NOT REQUIRED TO BE CLIPPED TO —CASEMENT Lu $ M �� WINDOW W / 0 H r �E O } o~ FRAME O J M Z �ZLu ASSEMBLY, --- �E TUBE (n /� (n 740 SERIES CD Q FIXED WINDOW U) a (1) 'SEE PRODUCTS NOA FOR .Q Lu Q INSTALLATION SPECS 0 740 SERIES AWNING WINDOW` MIN. # 12 X 1" SMS - THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE MIN.#12X _ 1' SMS 74 SERIES THROUGH CASEMENT INSTALLATION WINDOW 70- HOLES FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAYBE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOW'S NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 740 SERIES FRAME740 SERIES THE SUBSTRATE. ALL EXTERIOR CASEMENT EXTERIOR CASEMENT \ JOINTS TO BE SEALED BY INSTALLER WINDOW TUBE. ASSEMBLY WINDOW 740 SERIES EXTERIOR EXTERIOR � FIXED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C -C a WINDOW* MAY NEED TO BE INSTALLED i THROUGH THE WINDOW FRAMES AT 1D" MAX. FROM EACH SIDE OF THE FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E FRAME ASSEMBLY TUBE • • 000 • • • • • CENiBRLINE. SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM T•BL&3, SHEBIT 4.0 • 2) FROM SHEETS 5-0, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA VERTICAL FR.&9 ASSML*'TU8t"•OR -6ES/GIC • PRESSURE (PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE'S. 4) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDL•D•IN THE TEAD, SILLD♦JAMBS•QF YOUR WINDOW. • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE•4UBSTR&TE MAY BE RFOUIRFEF (SEE • SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). AJdiWnal Anchors Required on each 3) ALL WINDOWS IN THE •Window COMBINATION UNIT MUST BE ABLE TO LL Width INDIVIDUALLY COMPLY WITH THE 17" --259- 250-28'+ REQUIREMENTS OF THEIR -26'- RESPECTIVE NOA. 740 SERIES 4) FRAME ASSEMBLY TUBE TC BE CASEMENT FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY ASTHE FRAME OPPOSITE FRAME MEMBER. —ASSEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED MIN. #12X I N A 63' FLANGED WINDOW) OR BE 1"SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION LL HOLES 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO 740 SERIES FRAME740 SERIES THE SUBSTRATE. ALL EXTERIOR CASEMENT EXTERIOR CASEMENT \ JOINTS TO BE SEALED BY INSTALLER WINDOW TUBE. ASSEMBLY WINDOW 740 SERIES EXTERIOR EXTERIOR � FIXED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C -C a WINDOW* MAY NEED TO BE INSTALLED i THROUGH THE WINDOW FRAMES AT 1D" MAX. FROM EACH SIDE OF THE FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E FRAME ASSEMBLY TUBE • • 000 • • • • • CENiBRLINE. SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM T•BL&3, SHEBIT 4.0 • 2) FROM SHEETS 5-0, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA VERTICAL FR.&9 ASSML*'TU8t"•OR -6ES/GIC • PRESSURE (PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE'S. 4) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDL•D•IN THE TEAD, SILLD♦JAMBS•QF YOUR WINDOW. • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE•4UBSTR&TE MAY BE RFOUIRFEF (SEE • SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). AJdiWnal Anchors Required on each Sldeblthe Frame Assembly Tube (FAT) •Window Anchor Ty LL Width A 17" --259- 250-28'+ -26'- 1 1 i dew Anchorpe a Igat A 16, C& D g 0 Q • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRODI:CI REVISED a, pIyingwiththe Fbwda Building Code Ac vt,,, c No 1?- 0 14-.14.- lix{nmtion Dete 41=1.025 By i U) = Q LLj U' od g 0 Q 0 LuJ_ LL zCO CO Lu $ M C 0 H N O } o~ O O J M Z �ZLu (n Co (n ~ CD Q W U) a (1) 0 .Q Lu Q O 0 (n U i _i Q � LYNN �''�• �2NvN .tGEN6f M�(��'P/ * N0158705 * _ �0T •.,'QLORIOP.. •• x� .. \� P,E.# 58705 Window Anchors Required under 23' 25-15116• 38.318" 45 c M so -518" eo- 63" 72• F7: 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor Sul Min. Min. Edge O.C. Clatance Distance Min Emhedmera Anchor Plate Requlretl7 (Types 1, 4 8 5) S. ka 5063-15 Alum. 517-1' 318' SB' 1 No No A #12, steal SMS (G5) A36 Steal 31S 518" .058 .05M No A853 SIL4Gr. 33 3/6' SW .0-45-,200a. No each and 8 30" #14, steal SMS (GS) or#14,41083 SMS S. Phe 5/8' V 1318' No 8063-18 Ak m. 315 5/81 .Oar No AM at" 315 I 58' 1 .050' No A853 SL4 Or, 33 318' 518' .045' 20 Ga. No B 1/4' or" Ukracon 21% C—at, 2-1/T 4' 1 1315 No tido- Bock 1" S'1-114" No Mol -Block 2-117 S' 1-114" No IM' atad U1__ Hollow Block 1' S' imi/e Yes C Ile 4106S l. 3.35k Don in 6' I-Ve No 11.111—Cata11.111—Block 2-117 5' 1-1/4" No #12, areal SMS (05) ar#12, 41038 SMS S. Pk. 518' 1' 1.315 Yea 8063-15 Alum. 31' SIr 0713' Yes A36 Steel &a• 'SIB" .050' Yea A553 S d. 33 318'518` .045' 18 Ga. Yea #14, steel SMS (05) or 410 SS SMS S. Phe 918'11 1.318' Yee 6063-15 Alum. 3'e'5/8' .0713" Y_ A36 Steal 3/e' 518' .ow Yea A653 Shkk Or. 33 318' 518' .045 8 Oa. es D 1/4' awl UBracon 2.86, C.—W. 1• 4' 13/4• Yea ZA& Caxaie 21/T 4' 13/5 Yea Hollm Block Filled Block 2-1/T 2-11T 51 4' 1.1/4- 1314• Yea Yee Ile 410 SS Cret.Flex 3.35, Concrete 1'1 6" 13/4' Yea 3.35k CO is 2-1/T a' 1' Yes Hollow Block 2-t/2' 8' 1 1-1/4" Yea 5/15 sled lxtrawn ondo 3,8k Gla 1-114" 5" 13/4• No Hollow Black 3-1/B" 5' 1-114" No F91ed Block 2-1/2 1 5' 1 1.3/4• No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3)ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU s 45 KSI. MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 8 5) (Types 2, 3 86.9) 63' Nore 12" maxfrom and Required each end 8 30" leas max O.C. 12" mar. tom 12• max. gam over each and 8 30" each end 8 30" 61" max O.C. max O.C. 'PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG"= SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16' HEAT -STRENGTHENED, LAMINATED GLASS, 114' MASONRY ANCHORS INTO CONCRETE, +701-65 PSF DP REQUIRED CASEMENTANCHORS: A) FROM TABLE 12, ANCHORS C E D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 S 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD 8 SILL). SAMPLE CONFIGURATIONS: NOT ALLOWED WITH FRAME ASSEMBLY TUBE _t01► 410 FIXED CASEMENT ANCHORS' �", 4" 4" 4" A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. T B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. •• ••• W -6"e a /• • • 10.6' C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. 0 0 • • * `• : :: D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD 6 SILL. • • • �1" • • •� •"r• • E) DISTRIBUTE ANCHORS FOLLOWING Matedal Min. F, Mn. F. GUIDELINES FROM ELEVATION ON SHEET 1. Steel Screw 92 ksi 120 W F) PER RULES ON SHEET 2, INSTALL 1 410 Screw 90 ksi 110 kal • j I • j ADDITIONAL ANCHOR ON THE FRAME Etc. UnraCona 155 lk-177Rej,• • • • 1 ASSEMBLY TUBE SIDE OF THE FIXED 410 SS Elco CeeteFlax® 127.4 kei 189.7 k1j 4^ CASEMENT (HEAD 8 SILL). 8093.75 Alumirvn 16 ka• 022 We • a • I •.• • • A36 SIee1 38 kA •58 ksi• • r� 26" }"e •3" + 13" ►'� Gr. 33 Steal Stud 33 ksi 45 ksl • • • • • 34" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YTR„ 3D=JCr REVISED .w complying w4th 6A Fkaio% Dviidin; lode 1 ��ili +� W J m 0 W Q O W Mi 2 J O n � 'U OCt) c 0 C � J � J LL < 0 W to o " p H >Z Z z Z W <� W o Q R nU �O ... LrNN4/ ' 11NAAc z 587M 0 E A LYNN MILLER, PE. FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090" PVB - 1/8 AN) 4) 7/8' LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 118" AN) PVB'= TROSIFOL" BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pro•*u'e (p*0 for Wlndowe Alleched to * Ho b!catd F- Ac..m ly Tube ASSEMBLY TUBE Wlncvv Width Design Preasura (w0 for Single Windows, All Anchor Group* uMer 23' 25-12"0/16 27314' 30" 311/2' 35• 37' Window Width Design pressure (psf for Windows Attached to a Vertical Frame Assembly Tube under 23" 25-15116" 27-314" 30• 33-1/2" 35" 37" under 23' +70/-00 +701.90 +70/490 +70/-90 +701-90 +70/-90 +701-90 25-15/18" +701.90 +70/-90 +70/470 +70/+30 +701.90 +70/-90 +701.90 383/6' +701-90 +70/40 +70/-00 +70/-00 +701-90 +701-90 +701-90 48' +701.90 +70/-90 +70/-90 +701-90 +701.90 +701-90 +701-91 503/8' +701430 +70/497 +70/-90 +70/-90 +701-90 +701-90 +701$9.2 Anchor Group 60" +70/-00 +70/430 +70/-90 +70/478.5 .701.80.6 +701-77.7 +70/•74.3 Anchor Group 63• +701-0/ +70/-91) +701410 +70/-04.3 +701.76.5 +7d-73.7 +70/-70.1 D 7Y +701.90 +701-87.2 +701-77.7 +601-71.5 +607.824 +801-80,9 +l-59.3 C&D 76" +701-90 +701-84.8 +701-75.7 +1457.3 +1-58.9 +/-57.2 +1- 55.6 under 23" 84• +70/-90 +701.80.4 +701-71.3 +60132.1 -1-54.2 +701.90 +701-90 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090" PVB - 1/8 AN) 4) 7/8' LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 118" AN) PVB'= TROSIFOL" BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pro•*u'e (p*0 for Wlndowe Alleched to * Ho b!catd F- Ac..m ly Tube ASSEMBLY TUBE Wlncvv Width uMer 23' 25-12"0/16 27314' 30" 311/2' 35• 37' HEIGHT Design pressure (psf for Windows Attached to a Vertical Frame Assembly Tube ASSEMBLY 5 CSD All Ali AN NI A B CBD A B CSD3+70f-89.2 under 23" +701-90 +701-00 +701-40 +70140 +70/-90 +70127.8 +701-00 +701-00 +70/413.8 +701&0 701-79.2 +70140 25-16118" +70/-90 +701-00 +701-90 +701-90 +701-90 -70130 +70/40 +70120 +70'410 +701-90 701-90 -70/20 10" MAX. 39-/6 +701-00 +70/40 +7x20 +701-90 +701-90 +70/.90 +701-00 +7x20 +701-40 +701-00 70140 +70140 mWindow 48" -70/-90 +701410 +701-90 +7(1-00 +7014)0 -70130 +7W-00 +701-90 +701410 +70130 701-90 +70x-00 ADDI7IIXJAL 60-618" +701-90 +70140 -701-90 +701-90 +701-90 .70140 +70140 +701-90 +70/40 +70r40 70)28.2 +70129.266 ANCHOR +701-90 +70140 +701 .701.98.5 +701-00.6 +70120.6 +70!20.6 +701-77.7 ,701-77.7 .70/-77.7 7Q'-74.3 +70/-74.3 (41 IF REQ Width WINDOW WIDTH 7T +70130 +70127.2 +701.77.7 +70/-71.S +60/424 +601472.4 *60'22.4 +e0/410.9 +80120.9 +60/20.9 +159.3 -/59.3 +/-69.3 76" +701.90 +70/24.6 q01-757 -127.3 +158.9 +156.9 .1489 +1272 +15'7.2 +/57.2 +/55.6 +/-55.6 81" +701.90 +70/20.4 +701-71.3 +60/52.1 +154.2 +1542 .1d4.2 under 23" 25.16(18^ 27-3/4!' 30' 33.1/2" 35" 37" Anchor Group Anchor Gaup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C&D A B C&D A B,C&D A 8,C&D under 23" +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/80 +701.90 +701-90 +70/-90 +70/-9D +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/.90 +71 +701-90 +70/-90 25.16/10' +70/-90 +701.90 +701-90 +701.90 +701.90 +701.00 +701-90 +70690 +70180 +701-90 +70/-90 +70/ -GD +701-90 +701-90 +701-90 4701-90 +70/-90 +70/-90 +701-90 +70/-9D W8 3/6" +70/-90 +70678.4 +70/-90 +701-90 +70184.6 +701.90 +701-90 +701-79 +70180 +701-90 +70/-73 +70/80 +701-90 +70/•81.8 +70/-90 +701-90 +701-78.3 +701-9D +701-74 +701-90 48" +70/-78.2 +/81.1 +701-73.1 +701-90 +1.87.5 +701.90 +70690 +/83.1 +70/80 +701-90 +/-68.4 +70/-00 +70690 +/86.4 +701.83.9 4701-90 +/82.8 +701-9D +/-59.2 +701.90 50-5/8" +701-723 +/-67.9 +/-89.3 +701-90 +184 +701.90 +70/-90 +/.%9 +70180 +701-90 +/-66.4 +70/-88.7 +70/-90 +1-82 +70/-79.6 +701-90 +159.3 +70/-90 +/-58.1 +701-89.2 190" +1.81 +/46.9 +/-56.5 +701-90 +/-54 +701.86.6 +70/-90 +/50.5 +70!$1 +701-90 +/-48.7 +70/-74.9-08.6 +1523 +1.67.1 +70/-80.3 +150.1 +701-777 +647.4 +701-74.3 83" +l-58.1 +/48.5 +l-55.7 +70186.7 +/51.5 +701 825 +701-90 +/48,1 +701-77.1 +70/ 90 +/ 44.6 +70/-71.3++!;84.3 +/49.8 +1-63.9 +70/-76.6 +1 47.7 +701-73.7 +/ 45.1 +701-70.1 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pro•*u'e (p*0 for Wlndowe Alleched to * Ho b!catd F- Ac..m ly Tube ASSEMBLY TUBE Wlncvv Width uMer 23' 25-12"0/16 27314' 30" 311/2' 35• 37' HEIGHT Anchor Anchor Anchor Anchor Anchor Group Archon Group Anchor Omup Gmup Gmup GrDW Group ASSEMBLY 5 CSD All Ali AN NI A B CBD A B CSD3+70f-89.2 under 23" +701-90 +701-00 +701-40 +70140 +70/-90 +70127.8 +701-00 +701-00 +70/413.8 +701&0 701-79.2 +70140 25-16118" +70/-90 +701-00 +701-90 +701-90 +701-90 -70130 +70/40 +70120 +70'410 +701-90 701-90 -70/20 10" MAX. 39-/6 +701-00 +70/40 +7x20 +701-90 +701-90 +70/.90 +701-00 +7x20 +701-40 +701-00 70140 +70140 48" -70/-90 +701410 +701-90 +7(1-00 +7014)0 -70130 +7W-00 +701-90 +701410 +70130 701-90 +70x-00 ADDI7IIXJAL 60-618" +701-90 +70140 -701-90 +701-90 +701-90 .70140 +70140 +701-90 +70/40 +70r40 70)28.2 +70129.266 ANCHOR +701-90 +70140 +701 .701.98.5 +701-00.6 +70120.6 +70!20.6 +701-77.7 ,701-77.7 .70/-77.7 7Q'-74.3 +70/-74.3 (41 IF REQ +70/-90 +70140 +701-90 +70124.3 +70/-76.6 +701-78.5+701.76.5 +113.1 +70/-73.7 +701-737 -.70/-70.1 +701-70.1 WINDOW WIDTH 7T +70130 +70127.2 +701.77.7 +70/-71.S +60/424 +601472.4 *60'22.4 +e0/410.9 +80120.9 +60/20.9 +159.3 -/59.3 +/-69.3 76" +701.90 +70/24.6 q01-757 -127.3 +158.9 +156.9 .1489 +1272 +15'7.2 +/57.2 +/55.6 +/-55.6 81" +701.90 +70/20.4 +701-71.3 +60/52.1 +154.2 +1542 .1d4.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10" MAX. ASSEMBLY TUBE WIND✓ W FRAME HEIGHT ASSEMBLY TUBE 10" MAX. HEIGHT I ADDI7IIXJAL I ANCHOR (41 IF REQ -�-1 WINDOW WIDTH I F�- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10" MAX. ASSEMBLY TUBE WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4), IF RED. • • • • • • • • GEEIGHEE•119 & 4 FOR WINDOW ANCHOR • • • • • • tOLOATICNS AND QUANTITIES. SEE SHEET • • • • • • E AAIOADDITIONAL ANCHORS • • • 0 0 0 E IRED FPR THE FRAME ASSEMBLY • • 000 • • • eTUEjF • • •• ••• • ••• • • •• • ••• • • • • • • • • • • • • •• • • • • •• • • • 0.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • YROOUCY REVISE47 it, awrnplying with the FkxInds Ruildin8 Code A-Pteoce No -b 4.4- r. inion Det. ny �iuri siF Pro atC G v J LLI d _j Lij CD (L W o¢ .O w _z a� a _j LL D ¢ .O W� w o" N Do Do N CD O o~ p z 0 80 V)LIJ Z 3 a z z w 0 60 �W 'or 2 04 • o ro� I U oZ ``ANY LYNN 7' \'t�`O• �U\CENSE M�(( ,.' .•�� * NG. 58705 =0'o T N .• ��; s/ONAI. EAG. A /LM.t-) MILL�)z\ P.E. P.EIi 58705 -F_1 WIN HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN -.090" SG - 3/16 AN) "SG"= SENTRYGLA PIBY KURARAY AMERICA, INC. Design Pressure (ps0 or Windows AttwJt d toe tel Freme Assembly Tube VVINDOW HEIGHT Design Pressure (ps, for Single Windows, All Anchor Groups Window Width FRAME ASSEMBLY under23_ 25-15118' 27-3/4' 30' 33.112' 36' 37' Anchor Anchor Anchor Anchor Anchor Group Anchor Gmup Anchor Getup Group Getup Group Group I under 23' 25-15116" 27-314" 30" 33-112' 35" 37' 3' +901-130 +901-130 +901.130 +901-130 +90/-130 +W-130 +901-130 ADDITIONAL 6' +901-130 +901-130 +901.130 +901-130 +90/-130 +90/-130 +901-130 Q W " +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/.130 +90/-13D N� tica 00 +9D1.13C +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 ' +901-130 +90/-130 +901.130 +901.130 +90/-130 +90/-130 +W-130 O 163' +90%130 +901-130 +901-130 +901-130 +90/-130 +901.130 +90/-130 x o x +90%130 +901430 +90/-130 +90/-130 +90/.130 +901-130 +901-129.8 � +901-130 +901-130 +901-130 +901-130 +901-129.1 +90/-122.5 +90%113.8 I� "' iO R 11izT1 w +901-130 +90/-13D +90/.130 +9D/-130 +901-124.1 +90/-116.7 +9D/-107.8 � < 1 +901-130 +90/430 +9N-130 +901-130 +801-116.4 -F_1 WIN HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN -.090" SG - 3/16 AN) "SG"= SENTRYGLA PIBY KURARAY AMERICA, INC. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (ps0 or Windows AttwJt d toe tel Freme Assembly Tube VVINDOW HEIGHT Wndwv Width FRAME ASSEMBLY under23_ 25-15118' 27-3/4' 30' 33.112' 36' 37' Anchor Anchor Anchor Anchor Anchor Group Anchor Gmup Anchor Getup Group Getup Group Group I 10• MAX. All AllAll All A B C&D A B C&D A B C&D _j H under 23' +701@0 +70f50 +701-00 +701-90 +70/40 +701-87.8 +701-00 +701-00 +70/53.8 +701-90 +701-00 +70/-79.2 +701-90 25-16/1W +701-90 +701-90 +70/40 +7&'-90 +701-90 +701-90 +701-00 +701-00 +701'40 +70140 +70f-07.8 +70/-90 +70/-90 LIJ 38-318- +701-90 +701-90 +70140 +7&1-90 +701-00 +7019D +701-00 +701-W +701'-90 +701-90 +7x40 +701-90 +70/40 48' +701-90 +70/40 +70/40 +70'-90 +701-90 +701-90 +70150 +70490 +701-9D +70/-90 +701-00 +701-90 +7x40 60518" +701-90 +701.90 +70140 +701-90 +701-90 +70V 9D +70140 +701-90 +701-60 +70/-90 +70140 +70/40 +701-90 WINDOW WIDTH 80" +70/40 +7x-80 +7x40 +70140 +701-90 +701-90 +70/40 +70140 +70140 +70140 +701-00 +70/40 +70/40 ADDITIONAL 63" +70140 +70/-90 +701-00 +701-90 +70100 +70/40 +701-90 +70140 +701-90 +701-90 +70/80 +70140 +7x40 Jp 72" +70140 +70140 +70/_90 +701-90 +70/40 +70/30 +70/40 +70140 +7x40 +701-90 +7x80 +7x40 +70/-90 76' +70180 +701-00 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70140 +7x-90 +701-90 +70140 +70130 Q W 84' +7x40 +701-90 +70/-90 +7x30 +70/-90 +70130 +70180 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME VVINDOW HEIGHT T_ FRAME ASSEMBLY � W TUBE r 10• MAX. J O _j H LIJ ADDITIONAL tt mV ANCHOR F (4), IF REO. �1 WINDOW WIDTH NQZ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •• ••• • • • 10L1BED •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • •• • ••• • • • • .. . .... . .... .. .. ... ... ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FR(h_A)CT F.EVISED ,z+caMplymp.+rAh the FWr a B"uidinfi Code Atcepinncc }k 1 —C _.14 f arOtiat Date � a'D� Z� Tr!•imni h'PrcH'iuet,f 181eyp' FRAME 10" MAX. ASSEMBLY TUBE T_ � W WINDOW J O _j H LIJ HEIGHT tt mV F o NQZ I WINDOW ADDITIONAL _ _ 't WIDTH f-- ANCHOR Jp (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •• ••• • • • 10L1BED •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • •• • ••• • • • • .. . .... . .... .. .. ... ... ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FR(h_A)CT F.EVISED ,z+caMplymp.+rAh the FWr a B"uidinfi Code Atcepinncc }k 1 —C _.14 f arOtiat Date � a'D� Z� Tr!•imni h'PrcH'iuet,f 181eyp' 11 NY LYNN4'% / ': ��.•'��1GENSF �� * No.58705 "k A%OF '-.. "10RIDP. •'' i fit` `\ sSZONAL Ea A. LYI44VLLER. P.E. � W J O _j H LIJ tt mV F o NQZ Jp J_ � LL W 13— Q W ..0 W W 3 N� tica 00 � O 3Z O o' O Ui U) LU Z W O O ..Z r O O 0/(n cW» �U x o x „W uQ -2 0 � o" ❑ i. U � I� "' iO R 11izT1 w ZLi V S2 112 � < �Z w V 11 NY LYNN4'% / ': ��.•'��1GENSF �� * No.58705 "k A%OF '-.. "10RIDP. •'' i fit` `\ sSZONAL Ea A. LYI44VLLER. P.E. FOR GLASS TYPES: 3) 7/16" LAMI (3116 HS -.090- SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1 /4" AIR - 3/16" HS -.090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG'= SENTRYGLAS`"'BY KURARAY AMERICA, INC F] IND WEIGHT HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES 10"MAX. -► Is --ASSEMBLY TUBE Design Pressure (psl) for Single WlntlI All Anchor Groups Window Width FRAME HEIGHT WINDOW undor 23" 25.15'19" 27-3/4' - 30" 33-112" 35' 37" TMAX. under 23'+e01-130 ADDITIONAL +gW-130 +90030 +91 +90/430 +90/430 +901.130 33-1/2' 25-15/16• +911'-130 +90/-130 +9D/-130 +90/-130 +90%130 +90/-130 +90/-130 Anchor Group Anchor Grosp 35-3/8- +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +001-130 +90/-130 w 48' +90/-130 +90/430 +90/-130 -+90/-130 +90/430 +901-130 +90/.130 +70/.90 505/8' +90/.130 +90/.130 +90!-130 +90/430 +90/430 +901.130 +90/-130 g60' +701-90 +70/-80 +70/.90 +901-130 +90/-130 +901.130 +90/430 +901-130 +901-130 +90/-130 +70/-90 83" +90/-130 +90/-130 +90/-130 +90/430 +901-130 +90/430 +901-130 +701-80 +701-02.9 +70/40 +701-g0 72" +90/-130 +9x-130 +00/-130 +90/-130 +90/-130 +90/-130 +901.130 +701-90 78' +90/-130 +90/-130 +9pf-130 +901-130 +90/-130 +90/-130 +91 +70/.90 54' +90/-130 +90/-130 +90f-130 1 +90/-130 +901-130 +70/-90 FOR GLASS TYPES: 3) 7/16" LAMI (3116 HS -.090- SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1 /4" AIR - 3/16" HS -.090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG'= SENTRYGLAS`"'BY KURARAY AMERICA, INC F] IND WEIGHT HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 10"MAX. -► Is --ASSEMBLY TUBE DWgn Pressure (psf fir Windows Attached to a Vertical Frame Assembly Tube FRAME HEIGHT WINDOW ASSEMBLY TUBE Window window w etre TMAX. ADDITIONAL I F1 under 23• 2515116" 27.314' 30" 35112' 33-1/2' 35' 37" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grosp Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C8D A B C&D A B C D A B C D A B C D A B C D ender zs .70/-90 +70/50 +70/40 +70/-90 +70/40 +70/40 +70/40 +7or-90 +7o/40/ +70/ 90 +70/ so +70/-90 +70/40 +70/0/0 +7aso +70/40 +70/-9D +70/.90 +70/ so •7x99 +70/ -so +70/50 +70/-90 +70/50 +701-90 +701-90 p 2515118• +70/-9D +70/-90 +70/40 +701.90 +70/.90 +701-90 +70/-90 +70/.80 +701-00 +70/-90 +70/-90 +70150 +701.90 +7x-90 +7x.90 +70/40 +701-90 +701.90 +701-90 +70/-80 +70/.90 +70/-90 +70/-90 +401-90 +70;40 +70/-90 'g 38 -Sia" +70/-90 +701-78.4 +70150 +70/40 +70/-80 +70x50 +70/.90 +70(.90 +70/50 +7a5D +70/-90 +701-90 +70/-90 +70/-90 +70/-W +70/-90 +70150 +70/-90 +701-90 +70/.90 +70/.90 +701-90 «71.90 +70/.90 +70/-90 +701-90 +701.90 48' +70/-78.2 +/.81.1 +701-73.1 +70140 +70/.84.4 +701-90 I +70/40 +70/-78 9 +701-g0 +70150 +70/.73 +70!-90 +70/-00 +70/40 +70/-78.5 +701-90 +70/40 +701-90 +701-75.1 +70/-90 +70/-90 +701-80 +701-02.9 +70/40 +701-g0 +701-90 +70/-90 505/8" +70/-72.3 +157.9 +1.89.3 +70/40 +701-00.1 +70140 +70/-90 +701-74.8 +701-90 +70/40 0_-2 +70/.88.7 +70140 +70/-90 +70/.74.4 +70150 +70/-90 +70/40 +701-71.2 +70/-90 +70/40 +70/-90 +701-78.8 +70/.99.9 +70/-90 +701-90 +!58.5 +70140 +L8 .5 +70/58.8 +70/-80 +/43.1 +70/-81 +70,110 +1-58.4 +70/-74.9 +70/596 +701-90 +1-828 +70/ 93.9 +70150.3 +70/40 +/50.1 +70/511.2 +7x40 +7U19D +/48.3 +70/-75.9 +701-90 +70/.90 +70/-90 63" +/-58.1 +/-48.5 +/55.7 +70'58.7 H.84.3 +74525 +7.40 +140.1 +701-77.1 +70/50 +155.6 +70/-71.3 +701-85.3 +70/40 +1-59.8 +70%79.9 +70/-78.5 +70/40 +157.2 +70/-76.4 +70/40 +701.90 +1.83.1 +70/-723 +70/.68.5 +q0f-gp NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 10"MAX. -► Is --ASSEMBLY TUBE Design Pressure (Pei) for Windows Attached to a Horizontal Frame Assembly Tube FRAME HEIGHT WINDOW ASSEMBLY TUBE Window Width TMAX. ADDITIONAL I F1 under 23' 2515116' 27.314' 30" (4), IF REO. 33-1/2' WINDOW 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All NI A B C&D A B C8D A B GSD under 23" +70/-90 +70/40 +70)-90 +70150 +70/-90 +70157.8 +70/50 +70/50 +70/53.8 +70/50 +701.90 +70/-79.2 +70/•90 +70/-90 +70/50 +70/.90 +70/-90 +701.90 +701.90 +701-90 +701.90 +70/-90 +701.90 +70/57.8 +70/-90 +701.90 +70/-90 +70150 +70/-90 +70/50 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +701-90 +70/-90 +70/-90 +70/-90 +701-80 +70/•90 +70/-90 +701-90 +70!-90 +70/.90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70150 +70/.90 +70/-90 +70/•90 ✓70/-90 +70/-90 +70/-90 +70/.80 +70/-90 +70/-90 T +70/-00 +70/40 +70/-90 +70/-80 +70/-90 +701-90 +70/•80 +70140 +701-9D +7or-90 +70/-90 +70/-90 +70/50 +701.90 +70/-90 +70/-90 +70/40 +70/40+70/-00 +70/40 +70/•90 +701-90 +70/40 +70140 +70!40+70/•80 +70/40 x701.80 +70/-90 +7x-90 +70/-90 +70/80 +7x•90 +70x90 +70/-90 +7x00 +70/40+70/•90 +70/-90 +701.90 +70/-90 +70/-90 +701-90 +70/40 +70/.90 +70i-90 +701-80 +70/-90 +70/40 +70/-90 54" +701-90 +70/.90 +70/-90 +70/-80 +7x40 +7x40 +70/40 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME 10"MAX. -► Is --ASSEMBLY TUBE WINDOW FRAME HEIGHT WINDOW ASSEMBLY TUBE 10' TMAX. ADDITIONAL I WINDOW WIDTH ANCHOR (4), IF REO. -'- WINDOW I • - • WIDTH FRAME 10"MAX. -► Is --ASSEMBLY TUBE T T WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ, SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS ••• • • • $ECWIREDfQR THE FRAME ASSEMBLY • •• • • • • • •• • • • • ••• • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCf T- 0*: 00: • • • • • LOCATIONS AND QUANTITIES. SEE 5 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• • • Is ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• 0 0 0 ••• • • PRODUCT REVISED as _rnpiying with the Flohft Building Cods ,.AA A11 L1 ra' 1•t• Expiration Ua1e 7 ey nror odc Product t�ONLYN "'/" \CENSE * ; No. 58705 0S TE (V i ' /"ONAL E� A. LYw m'u'I IR 1P.E. P.E.958705 FOR GLASS TYPES: 5) 7/8rr LAMI. IG: (1/8"T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) •PVB'= TROSIFO' VB BY KU RARAY AMERICA, INC. -F- [I WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Praesure (MQ tar WwKI- Atteoried to a Har zantal Froma Assembly T414 Design Pressure (psQ for S9)0e W ridoWS, All Ar4ftr Groups Wr kw Wldth w4,mw wldln Design Pressure (psi) for WFid- Attached to a Verdes! From Assembly Tube under 23' 25-15116" 27-3!4• 30' 33.1/2" 35" 37" 10" MAX under 23• +7x-90 +70/490 +70/-90 +79.90 +70/-90 +701.90 +701-90 595/8' 25-15118" +70'-00 +70/-90 +7x-90 +7x-90 +70/-00 +701.90 +79-90 72" 36.16• +70/-90 +701.90 +70/-90 +70/490 +79-90 +79-90 *70/-90 Anchor Group 48' +70/-90 +70/-90 +70/-90 +70/ -OD +7(Y-00 +70/41) +70/40 A B C 505/8" +70/-90 +70(-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 60' +70/-90 +70/-90 +701-90 +70/-00 +701-90 +701458.6 +70/.84.6 +707-90 +70/-90 83• +70/-90 +79-90 +70/-90 +701-90 +701.67.2 +70/484 +701-79.9 +701-90 +70/-00 +70/-00 72' +70/-90 +70/-90 +70'438.5 +70161.5 +Ba -70 +60/-99.4 +6987.6 +70140 76' +70/.90 +70/-90 +79-66.3 +70/-76.7 +60187.2 +6(V852 +60183.3 +/-58.4 +70/-90 +79-90 +70/.90 84" +701-90 +701.90 +70181.3 +60/-71) +60181.8 +70/40 +184 +70/.90 +701-90 FOR GLASS TYPES: 5) 7/8rr LAMI. IG: (1/8"T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) •PVB'= TROSIFO' VB BY KU RARAY AMERICA, INC. -F- [I WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES. 0 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T Design Praesure (MQ tar WwKI- Atteoried to a Har zantal Froma Assembly T414 ASSEMBLY TUBE w4,mw wldln Design Pressure (psi) for WFid- Attached to a Verdes! From Assembly Tube HEIGHT Anchor AroYpr AncM1 Arclor Anctar Gmup Anchor Group ArctwrGroup Group Cxaq Group Gnxp ASSEMBLY All All A9 All A e C&D A B C&D A a C&D ural., 23" +70/-90 +711.90 +70/-90 +701430 +79-90 +79.67.6 +70/-90 +701.90 +701-83.8 +701-90 +701-90 +711-19.2 +79-90 10" MAX 25-15.1(' +70/-90 +79-90 +70/-90 +701-90 +79 -GO +70-90 +79-90 +79-00 +70/-90 +70/.90 +79-87.6 +79-90 +79.90 Window Width 39.3x8' +70/-90 +79-90 +70/-90 +70160 +79-90 +70/90 +70/-90 +7960 +70/-90 +70r-90 +70/418.8 +T01.90 +70/-90 w 48• W antler 23" 595/8' 25-18/18• ,{ 27.9/4' 300' 33-1/2' - 63' 35• 37• 72" Anchor Group W Anchor Group +70-90+70/-90 +79-86.3 +70'-70.7 +60/47.2 .W-07.2 +6057.2 +60146.2 +8p/-66.2 460/461 +6963.3 +6043,3 +6963.3 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 1 B 1 C D A S C8D A B C&D A I B C D A B C D B C&D A B C&D under23" +71)/-90 +701-90 +701.90 +70/-90 +70/-90 +701.90 +70'-90 +701-90 +701-90 +701-90 +70/40 +70'-90 +70/-90 +79-90 +70/-90 +701.90 +70/-90 +70/.90 70/-90 +70x-90 +70/-90 +70/430 +70/.90 =r 25-15/16• +79.90 +707-90 +70/-90 +70/-90 +70/•90 +70/-90 +79.90 +70/-90 +70/10 +70/40 +79-90 +701.90 +70/.90 +7940 +70/ -DO +701-90 +7940 +79-90 70/-90 +70r-90 +701-90 +70/-00 +70/-00 38.3/8" +70/.90 +70/.7e.4 +701-90 +70/40 +70/434.5 +79-90 +70'-90 +70/-79 +70/-00 +70/-90 +70/-73 +701-90 +70/-90 +7940 +79451.6 +79-90 +70/.90 +70140 1�70/40+70/-90 70/40 +70I-90 +70/.74 +70/-90 +79.90 46• +79-782 +/-61.1 +79-73.1 +70/-90 +/67.5 +70/430 +79.90 +/83.1 +70/40 +70/-% +/-58.4 +70/-90 +79-90 +70/.90 +185.4 +70/-83.9 +79.90 +7940 79-90 +7940 +/-59.2 +7940 +7940 50-W +70/.723 +/-57.9 +169.3 +70/40 +184 +70/.90 +701-90 +l-59.9 +70/40 +70/-90 +/85.4 +7016&.7 +70/.90 +70140 +162 +70/.79.5 +70/40 -0.87.1 +70/-90 70-90 +79-90 +/-56.1 +701-69.D +70/.90 80• +/41 +1-45.9 +/-58.5 +70/40 +1.54 +70/46.8 +70/ -DO +l-50.6 +70/-81 +7g/-90 +/-46.7 +70/-74.9 +70/69.8 +70/- +/62.3 +7D/-80.3 +70/40 9601 +70/-88.6 +117.4 +70'-75.9 +79.84.6 63' +/-68.1 +/-48.5 +/65.7 +701-86.7 +/.51.5 +70/62.5 +79.90 +/-48.1 +70/.77.1 +7p/-90 +144.5 +79-71.3+79.85.3 +7940 +/y9.8 +/63.9 +701-78.5+79-37.29-78.4 +70x-04 +/.45.1 +70'-72.3 +79.79.9 NOTES. 0 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T Design Praesure (MQ tar WwKI- Atteoried to a Har zantal Froma Assembly T414 ASSEMBLY TUBE w4,mw wldln urdsr 23" 2616/16' 27.3x4• 30' 33.117 �" 3T HEIGHT Anchor AroYpr AncM1 Arclor Anctar Gmup Anchor Group ArctwrGroup Group Cxaq Group Gnxp ASSEMBLY All All A9 All A e C&D A B C&D A a C&D ural., 23" +70/-90 +711.90 +70/-90 +701430 +79-90 +79.67.6 +70/-90 +701.90 +701-83.8 +701-90 +701-90 +711-19.2 +79-90 10" MAX 25-15.1(' +70/-90 +79-90 +70/-90 +701-90 +79 -GO +70-90 +79-90 +79-00 +70/-90 +70/.90 +79-87.6 +79-90 +79.90 W 39.3x8' +70/-90 +79-90 +70/-90 +70160 +79-90 +70/90 +70/-90 +7960 +70/-90 +70r-90 +70/418.8 +T01.90 +70/-90 w 48• +70/-00 +79-90 +70/-90 479-90 +70/-90 +79-90 470/-90 470410 +70/.90 +701.90 +79-90 +701-90 +79-90 595/8' +70/-90 +70/-90 +70/-90 +70/-90 +79-90 +70-90 +79.90 +70/490 +70/-90 +70/-90 +79-89.e +701-90 +79-90 ,{ 6( +79.90 +79-90 +70.90 +70140 +70/-90 +70/-90 +79-90 +701-86.6 +70'-68.8 +79-08.8 +7044.6 +7964.5 +70-04.6 E_... 63' +70.90 +79-90 +70-90 +701-90 +70/-87.2 479-872 +70437.2 +7944 +70-54 +70144 +701-79.9 +701-79.9 +79-78.9 72" +70/.90 +79.90....+70-88.5 +70x61.5 +60/-70 +69-70 469-70 +69439.4 +Bp'69.4 +6948.4 +6947.8 1 +80/47.6 +6067.6 W 7(' +70-90+70/-90 +79-86.3 +70'-70.7 +60/47.2 .W-07.2 +6057.2 +60146.2 +8p/-66.2 460/461 +6963.3 +6043,3 +6963.3 84• 1 +70/-90 +701-90 +70/-81.3 +8W-70 I +6W.61.81+601-611 8 +6941.8 NOTES. 0 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T 10' MAX. I ASSEMBLY TUBE WINDOW FRAME HEIGHT LLJ } ASSEMBLY _�L TUBE 10" MAX U W ADDITIONAL w 3 0 o` ANCHOR (4), IF REQ. ADDITIONAL ANCHOR (4). IF REO. I t-- WINDOW WIDTH FRAME 10' MAX. I ASSEMBLY TUBE T } � LLJ -i LLJ } WINDOW J O r- HEIGHT U W Z w 3 0 o` WINDOW � WIDTH ADDITIONAL ANCHOR (4). IF REO. SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • *00 • to TUJJE. • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • •• ••• •• • • • •• 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • ••• • ••• • • • 0.. •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 4+p.0rV(-f RLVtSIA) ns --00 'a wit+ dso F4ri3a 81etd5n6 C ode AxeptanOe TIO i4'. �Q- 6:�itatio Date pFYJ � ��,jyz� By ��`777 7,4imni��N11?u3tk4sMltd, W ol- O IX O o°� (n Z NZ W it F- 4. W O O Z 0/0 m0 .s(� � HU h� o� „W vQ >N u �ry OO � n0 Oz l.ia 9 2 a � � a ozv C 511nn /// . ........ NM * N0.58705 .p�T •.• S AT F� 7 �i \'5-1 • .. '7 75-/ONAL 0? \ A. LYNN MILLER P.E. P.EN58705 � LLJ -i LLJ } J O r- U W Z w 3 0 o` D O Q LL e0 W CO W ol- O IX O o°� (n Z NZ W it F- 4. W O O Z 0/0 m0 .s(� � HU h� o� „W vQ >N u �ry OO � n0 Oz l.ia 9 2 a � � a ozv C 511nn /// . ........ NM * N0.58705 .p�T •.• S AT F� 7 �i \'5-1 • .. '7 75-/ONAL 0? \ A. LYNN MILLER P.E. P.EN58705 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3116" AN - .090" SG - 3116" AN) "SG"= SENTRYGLAS BY KURARAY AMERICA, INC. WINDOW HEIGHT F-1 SEE SHEETS 1 8, 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Prsswre (ps9 for Windows Attached to a h or 0 uti F- Assemdy Tuhe WINDOW Design Presaure (pst) Ibr Single Windows, All Anchor Groups Window Width HEIGHT under Zr 23-15/16' 273/4' 301 33-17 35' 3T Iul Anchor Anchor ArcMr Anchor 0mup GraQ Group Coup Anchor Group Anchor group Anchor group under 23' 25.1518" 273/4' 30' 33-112" 35" 37" 3831r +70/.93 +70140 +7x40 +7040 +701-93 +70/-90 +701-00 +70140 +70-00 +70140 +7x4048" under 23" +90/-130 +90/-130 +90/-130 +90-130 +90/-130 +90-130 +9x-130 m under 23" 01-130 +90/.130 +901-130 *90/-130 +90/-130 +90/-130 +90/-130 35" 84' 901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/•130 w90/-130 Anchor Group Anchor Group +90/.130 +90i-130 +901-130 +90/-130 +90-130 +90/.1309x-130 D A B C&D A B +90/-130 +901-130- +9x-130 +901.130 +90/-130 +901-130 A B C D 901-130 E +90/-130 +90i-130 +90/-130 +90/-130 *90/-130 +901-130 +70/-90 +70/-90 +701.90 +70/-00 90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/.130 +901.130 +70/-90 +70/-90 +701.90 90/-130 +90/.130 +901-130 +90/-130 +901-130 +90-124.6 +901-115.7 +70/40 +70/.80 +70/-90 +70/-90 901-130+90/.130 38.318' +7x-97 +701-76.4 +70/-80 +901-130+9x-130 +70/-90 *901-1282 +90/.1187 +goy -109.6 +701-90 +70.90 +70/-90 +70/.90 +701-90 +70.90 +70/.90 90/-130 *90/.130 +90/'-130 +90/-130 *901-119.4 48' +701-76.2 +1.61.1 +70/-73-A +70/-90 +70/54.4 +701-90 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3116" AN - .090" SG - 3116" AN) "SG"= SENTRYGLAS BY KURARAY AMERICA, INC. WINDOW HEIGHT F-1 SEE SHEETS 1 8, 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Prsswre (ps9 for Windows Attached to a h or 0 uti F- Assemdy Tuhe WINDOW Design Pressure (psf) fur Windows Attached to a Vertical Frame Assembly Tube HEIGHT under Zr 23-15/16' 273/4' 301 33-17 35' 3T Iul Anchor Anchor ArcMr Anchor 0mup GraQ Group Coup Anchor Group Anchor group Anchor group 10' MAX. All All All All A 8 C&D A 8 C&D A B C&D LL m0 wrier 23" +701.90 +701-90 ♦70140 +70140 +70,-93 +70/47.6 +70/40 +70140 +7x418 +701-0 +70/-90 +70/.79.2 +70140 • • 000 2545/16" +701-M +70/-90 +7x40 +70140 +70/'-90 +70/-9D +70140 +70140 +7x40 +7a4p +70'-67.6 +70/.90 +70/'-90 HEIGHT 3831r +70/.93 +70140 +7x40 +7040 +701-93 +70/-90 +701-00 +70140 +70-00 +70140 +7x4048" Willow Width WINDOW +70/-W +70/40 +70140 +70/40 +70/-9D +70/40 +70140 +70140 +7040 +70/40 +70/40 +70140 WIDTH h� 5a5/r +70/-93 +70/40 +70/40 +70/-911 +70/-90 +70140 +70/40 +70/40 +701-00 +70140 +70/-90 +7(940 •• 60' d4701-90+70/-90 +70/-9D +70/-90 +7x-90 +7040 +70/40 +70140 +70140 +701-90 +70140 +70/40 +70/-90 +701-90 m under 23" 25-15/18' ANCHOR 273/4' +10/-90 +70/40 +70/40 +70/40 +70/-9D +70/40 +701-90 +70140 +70140 +701-0 +70/-90 +70/-90 30' 33-1/2" +70/' 90 +70/-00 +70/40 +70/-90 +70/'-90 +70/40 +70/40 +7x40 +70/40 +70/90 +701-90 +70/'-90 35" 84' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C D A B C&D A B C&D A B C I D A B C D A 8 C&D A B C D urder 23' +70/410 +701-00 +701.90 +70/-90 +70/-90 +70490 +70/-90 +701-00 +701-90 +701-00 +70140 +70/40 +70/-90 +70/40 +70/-90 +70/-90 +701.90 +70/-00 +7x-00 +70/-90 +701-90 +7x-90 +701-W +70(.90 +701-90 25-15/16' +70/-90 +701-90 +70/-00 +70/-90 +70140 +7x40 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +7x-90 +70-fl0 +70/.90 +70140 +701-0(1 +7x-90 +70-90 +70/40 +70/.80 +70/-90 +70/-90 38.318' +7x-97 +701-76.4 +70/-80 +701-N +701.90 +70-90 +70/-90 +70/-90 +701-00 +70/-90 +701-90 +70.90 +70/-90 +70/.90 +701-90 +70.90 +70/.90 +701-90 +701-00 +70/-00 +701-90 +70/-90 +70/-00 +70/-00 +701.90 48' +701-76.2 +1.61.1 +70/-73-A +70/-90 +70/54.4 +701-90 +701-90 +70/.78.9 +701-90 +70/.80 +70/-73 +70/.90 +701-00 +7x-90 +70/-78.5 +7x-90 +701-90 +701-00 +701-75.1 +7x40 +701-90 +7x$2.9 +70%40 +70/40 +701-90 'g 505/8' +70/-72.3 +1-57.9 +/49.3 +70/-90 +70/40.1 +70/-90 +70/40 +7x-74,8 +70/.90 +7x40 a1-69.2 +70-88.7 +7x-90 +70140 +701-74.4 +70/.90 +701.90 +7x-80 +70/.71.2 +7x-90 +7x-00 +70.78.8 +70/.89.9 +7x-90 +7x-90 60' +/-61 +,'18-9 +/58.5 -+70/-90 +/.67.5 +7D/-88.8 +70/-90 +183.1 +70181 +7x-90 +/58.4 +70-74.9 +70/-89.9 +7040 +/-62.8 +70/-63.9 +70/.80.3 +701-00 +/80.1 +70.80.2 +7x-00 r/86,3 +70/-75.9 +701.90 +7x-80 63' +/58.1 +/-48.5 +/-55.7 +70-88.7 +/.84.3 +70/.82.S +70/-90 +180.1 +70/-77.1 +7x-90 +/55.6 +7x-71.3 +70/-05.3 +70/-80 a/-59.8 +7x-79,9 +70/-76.5 +7x40 +/-57.2 +70/-78.4 +7x-80 +/-63.1 +7x- 3.3 +7x46.6 +70;-00 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Prsswre (ps9 for Windows Attached to a h or 0 uti F- Assemdy Tuhe WINDOW Wndaw Width HEIGHT under Zr 23-15/16' 273/4' 301 33-17 35' 3T Iul Anchor Anchor ArcMr Anchor 0mup GraQ Group Coup Anchor Group Anchor group Anchor group 10' MAX. All All All All A 8 C&D A 8 C&D A B C&D LL m0 wrier 23" +701.90 +701-90 ♦70140 +70140 +70,-93 +70/47.6 +70/40 +70140 +7x418 +701-0 +70/-90 +70/.79.2 +70140 • • 000 2545/16" +701-M +70/-90 +7x40 +70140 +70/'-90 +70/-9D +70140 +70140 +7x40 +7a4p +70'-67.6 +70/.90 +70/'-90 HEIGHT 3831r +70/.93 +70140 +7x40 +7040 +701-93 +70/-90 +701-00 +70140 +70-00 +70140 +7x4048" • WINDOW +70/-W +70/40 +70140 +70/40 +70/-9D +70/40 +70140 +70140 +7040 +70/40 +70/40 +70140 WIDTH h� 5a5/r +70/-93 +70/40 +70/40 +70/-911 +70/-90 +70140 +70/40 +70/40 +701-00 +70140 +70/-90 +7(940 •• 60' d4701-90+70/-90 +70/-9D +70/-90 +7x-90 +7040 +70/40 +70140 +70140 +701-90 +70140 +70/40 +70/-90 +701-90 WINDOW I-- 63'+70/40 +70/-W +70/-00 +7040 +70/-90 +70/40 +70140 +70140 +70140 +70x90 +70/-90 +71X40 ANCHOR 7T +10/-90 +70/40 +70/40 +70/40 +70/-9D +70/40 +701-90 +70140 +70140 +701-0 +70/-90 +70/-90 +70/' 90 +70/-00 +70/40 +70/-90 +70/'-90 +70/40 +70/40 +7x40 +70/40 +70/90 +701-90 +70/'-90 •• 84' +70'-90 +70/-90 +7a4D +70/40 +70/-90 +701-90 +70/40 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. I WINDOW FRAME HEIGHT ASSEMBLY LI � TUBE 10' MAX. WINDOW LL m0 ADDITIONAL • • 000 ANCHOR HEIGHT (4), IF REQ. • WINDOW • • WIDTH h� SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • •• • ••• • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -,.0019 +,i.,h trod Flat iGA ing a `k i7 �flG tq..l4- :pir+t4rn Da*u � M ly h�i3ltl D8t1C-PT4aY.4i;{"�„,' , V C6 J FRAME 10' MAX. --� Imo- I ASSEMBLY TUBE T - H o H LOCATIONS AND QUANTITIES. SEE SHEET °� WINDOW LL m0 3 FOR ANY ADDITIONAL ANCHORS • • 000 0 0 HEIGHT RE%UIRR D POR THE FRAME ASSEMBLY • a • • • • •• • • 0T4E.0 WINDOW I-- ADDITIONAL WIDTH 1- ANCHOR (4). IF REQ. •• ••• • ••• • • •• • ••• • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -,.0019 +,i.,h trod Flat iGA ing a `k i7 �flG tq..l4- :pir+t4rn Da*u � M ly h�i3ltl D8t1C-PT4aY.4i;{"�„,' , V C6 J W }ti SEE SHEETS 1 A 4 FOR WINDOW ANCHOR J zU H o H LOCATIONS AND QUANTITIES. SEE SHEET °� g ❑ o LL m0 3 FOR ANY ADDITIONAL ANCHORS • • 000 0 0 • RE%UIRR D POR THE FRAME ASSEMBLY • a • • • • •• • • 0T4E.0 • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • •• • ••• • • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -,.0019 +,i.,h trod Flat iGA ing a `k i7 �flG tq..l4- :pir+t4rn Da*u � M ly h�i3ltl D8t1C-PT4aY.4i;{"�„,' , V C6 J W }ti U J zU H o H ~ c� z °� g ❑ o LL m0 a ❑ w Q a r- 04 W t W 0 b CV C a' oZ CD $ O ZLU n L M F- S' a Z v LU 0 0 Z M P a) 07 c0 W 0/Q 00 0/0 vw N �U er mQ ONa =� Or U4 �� o �� Zyjd Q �_� UU•-��Si rZa o�� n j v u oZ U tt 111111 1/// o' UICENSF F �i • No.58705 10NAL 1E?.�. A LYNN MILLER, P.E. P.EN 58705 Item Dwg. # Description Material 1 7002 Main Frame Head, Sill &Jamb 8083-T66 Alum. 2 7071 Anchor Plate 8083-T8 Alum. 3 7003 Sash Top, Bottom & Side Rall 6063 -TS Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 ISash Corner Gasket VlnylFoam 8 7D70 Bulb Weatherstri .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate si•el 12 ,7014 Multi -Lock Keeper Steel 13 7013 Tie BarGulde Nylon 14 7015 Tie BarAssembly Steel or SS 15 1 7028 Maxim Dyad Operator, WW< 24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" stow 17 7030 OperetorGesket Vinyl Foam 18 7031 Operator BackinPlate Steel 19 7051 Operators acerBlock Nylon 20 7032 Stud Bracket Steel 21 7033 O erotorTrack&Slider Dual Arm Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout ClipSteel 32 1713 Setting Block 5/3Z'x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Laml Bead B 6083-78 AI urn. 36 7042 Lam] Beed C 8063 -TS Alum. 37 7059 Lam! Bead D 8083-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1 1225 IVInyl Bulb Wst Thin Flex PVC 70 50 IDow 8995111con Backbeddln 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Ke Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 80 #832x 2' Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" Fl. Ph. SMS Stainless Steel 83 #8x 7/8" FI. Ph. SMS Stainless Steel 84 48 x 1" FI. Ph. TEK Stainless Steel 85 #Sx 1" Quad Pn SMS Stainless Steel 86 In X 1-1/2" Quad Pn SMS Stainless Steel 87 #SOx 1/2" Ph. Pn./ TEK Stainless Steel 89 1 1#1&24x9/16"Ph. Pn.TYPEF Stainless Sleel 90 I 1#12x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTER AS REQUIRED PER TABLE 3, SHEET 4 V INTERIOR FRAME CORNERS PRODUCT REVl3ED C .r, cDtnpl34 Vvth the Fividda 13+uiiding Ca& 11 it ACreyrMCe tdo/ -Olol4 J¢ t ttt t,, Ex 'r'n" Des g `�,. .-. N• GESTHIS NO "HAN ..-•, �.,•.,0•' VIGENpF 05!25/17 SHEET. Py dProduct[oteol•.� '. � � • nae ev: oec: Revision: _� * : No. 58705 '. • • • • • • •• • • • • —'Q •,rST7 — ® DexnpGom Drown ay: `�� BOM AND CORNER VIEW J ROSOWSKI :. �s •--F7 DRIDN,. '• �� r • • 1•]f •TECHND►OGY CIiVG • N V -NICE, OL 34275 • 0(941) T81e: • Dote: CMOM40 WINDOW DETAILS LM & SM 08/08/12 \ a/ • • ' s/ANAL EAG , 4e0-0400 • • • - • ''01111110\� • • cop*iCH%2c* Oft7NDUSTRIES,41G. • • Series/MOEI: • •Scale: Sheet: Draw;ng No. kev: ALYNN MILLER P.E. •ALL RCHTS RESEI•ED • Cl -740 NTS I 10 OF 11 I MD-CA740-LM C P.E.#59705 CERT. OF AJTH. 129296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • STRUCTURAL 1/4"NOM. POLYISOBUTYLENE WITH DESICCANT \ EXT. GLASS i \--INT. GLASS ,00 KODISPACE 4SG TPS ALUMINUM 5/16" BUTYL & DESICCANT FOAM EXT. GLASS — -INT. GLASS DURASEAL® 702 SPACER HOT -MELT BUM STRUCTURAL SILICONE FOAM— �" 3/16" NOM. WITH DESICCANT / i EXT. GLASS— INT. GLASS SUPER 01 SPACER@NXTT" POLYI£ BUTYLS SE ROLL -FORME STAINLESS STEE EXT.GLASS ,�3 XL EDGE'" SPACER .L AREA NOM, E SEAL GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System See this Sheet for Materials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Dureseal Spacer 103 Cardinal XL Edge Spacer osr NOM. .439" G-�— 2.764• -- �\ FRAME HEAD SILL & JAMB #7002,6063-T6 1p.356" ? JL_ 441" .095" J 7 0 ANCHOR PLATE #7071,6063-T6 706" .050" ,865" li LI 35 BEAD B t #7036,6063-T6 �—.nr .670" ,050" I— .569" 37 BEAD D #7059, 6063-T6 / '.434 } 062" M. 1.159" 2.139" 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T61 q� L .040' 1.000" 423' FOCED 060 SCREEN FRAME #7006, 3105-1-114 .523" .865" T 36 BEAD C #7042, 6063-T6 llI,IIIr,,, A. y ,� vre#b By: east.: Rev. t SON....... Al • • • • • • • NO CHANGES THIS F • !!�� • . A • 05/25/17 SHEET. 't GEN$ Q : 1� • • • !"ie f sy: gpte: Revision: No. 58705 '•: * i • • • • • • ® Deecrpli"; p jnl-t f <u;EXTRUSIONS & SPACERS F <u; • rTE Hntlr.ocY o• c• i (O '•.F[OR,DP,.•' \��• 4.. VENICE,FL 31275 • Title:• • • • 2.203' t 1 .093" .093" ADDON FLANGE #134,6063-T6 PRODUCT RF.VTSEi3 � complying wi,h Ifib F'3aride DuiiJivgC<de Accepw2 t I1-01,14, 4- c per D&e` 20'13 r�w>a,Tt aa# J ROSOWSKI S1%O EvvG `' • •(040P9RGHT0100• • !C/ty�F�M€Nf WINDOW DETAILS - LM & SM 08108/12 r'/ / 11111 `1� ` • • 1lGT INWSTPoES,INC. • • Series/M14 eC Scale: Sheet: Orawing No. Rev: A LYNN MILLER. P. E. •ALL RIGHTS RESEMED Cd-, . NTS 11 OF 11 MD-CA740-LM C P.E.#56705 CERT. OF AUTH. 29296 ••• 1.124^—.7—}- • • • ••• • • .125" 2.701" .062" .og3" 8 FRAME • • ASSEMBLY TUBE • #7004, 6063-T6 2.203' t 1 .093" .093" ADDON FLANGE #134,6063-T6 PRODUCT RF.VTSEi3 � complying wi,h Ifib F'3aride DuiiJivgC<de Accepw2 t I1-01,14, 4- c per D&e` 20'13 r�w>a,Tt aa# J ROSOWSKI S1%O EvvG `' • •(040P9RGHT0100• • !C/ty�F�M€Nf WINDOW DETAILS - LM & SM 08108/12 r'/ / 11111 `1� ` • • 1lGT INWSTPoES,INC. • • Series/M14 eC Scale: Sheet: Orawing No. Rev: A LYNN MILLER. P. E. •ALL RIGHTS RESEMED Cd-, . NTS 11 OF 11 MD-CA740-LM C P.E.#56705 CERT. OF AUTH. 29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DARE 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 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 Conn RER - • • • • Product Control Section to be used in Miami Dade County and other areas where•Jjcd Cd by tl;e Ztjhority • Having Jurisdiction (AHJ). 9 0 0.0 9 6.9 : 0900:0 This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Gexxty Product Control . 9999.. Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade .�ennty) reser �e le right • to have this product or material tested for quality assurance purposes. If this prodtiet or material•fails td •, • • perform in the accepted manner, the manufacturer will incur the expense of such VW4 and the:AHJ ma} * . ... 9999 999. immediately revoke, modify, or suspend the use of such product or material within hetr�urisdretion. RE 9 • reserves the right to revoke this acceptance, if it is determined by Miami—Dade;Coan:y Pro0uct .Contro1 . ., : Section that this product or material fails to meet the requirements of the applicable0build�ing codr.."" This product is approved as described herein, and has been designed to comply wiWtlie Flozida.Building" (rine innhulina the T-Tiah VPlnnity T-4nrrinane 7.nne - •.:. • DESCRIPTION: Series "SH7700A" Aluminum Single Huna Window — L.M.I. 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 evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. QPPAQYEDip r NOA Pio. 18-0430.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h 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 Pffeizyr.E. Product ContrExa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 B. TESTS •••••• •••••• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • ; • ; • . *r* 2) Uniform Static Air Pressure Test, Loading per jITC, 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 201-94 ; • • • • • � • • 6) Forced Entry Test, per FBC 2411.3.2.1, and' A:S 20244" along with marked -up drawings and installation diagram of anglunupum sjngle, hung • • •,; • window, prepared by Fenestration Testing Laboratory, Inc., Teet Raport N'o "" • • • 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 61h 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 Pffeizyr.E. Product ContrExa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 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 61h Edition (2017),.dat�-d April 24, 201$' • • •: issued by manufacturer, signed and sealed by Anthony Lynn Milieu,'P.E.: ' • • * 00000 2. Statement letter of no financial interest, dated April 24, 2018,19:- d by mafltifacturef'... signed and sealed by Anthony Lynn Miller, P.E. 000: 00000: 3. Proposal No. 18-0005R issued by the Product Control Sectior4 ddteV 01/l.6/1& signed...;. by Manuel Perez RE G. OTHERS 1. None. Manuel PerK, E. Product Control E a I NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300, 8, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ONALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-15% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Pirl IRF A- AI I r1WARI F SASH CONFIGURATIONS AND SHAPES —TSI WIDTH WIDTH WIDTH 1 (x 7 � I /j I F T F; , j x /1/ O uj 2 1 RECTANGULAR WITH EQUAL LITE SASH 11 RADIUS -TOP 1. WITH PROVIEW SASH 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. 7-13/16" MAX �1OC/ ` ett 18-318" MAX. 7 17-3/4" MAX. (17-1/4" BUCK) 8, SEE 4 _ SHEETS S & e A, SEE +r SHEETS 8 & 9 1 EQUALLY SPACED ANCHORSPER TABLES 6 & 7 OI X EQUALLYSPACED ANCHORS PER TABLES 8& 7 9-1/2" MAX. (9" MAX. BUCK) 17-3/4" -0C' 9-1/2" MAX. (9" MAX. BUCK) 17-3/+1 B" MAX. O.C. 1 $4., - T MAX. TIP 12-1/16" MAX. 0 . TO _ TIP HEIGHT 13-5/16" MAX. O.C. --►IBNOANCHORSATSILL ' 53-1/8" MAX. TIP TO TIP WIDTH 1" WEEP NOTCH AT EACH END ELEVATION. FOR TYP. FLANGE FRAME SHOWN WITH EQUAL -LITE CONFIGURATION T... F 1 � AI 1 AlMnIAF MI ASC TVPFC Glass T Type Type Description (Listed from Exterior to Interior) DP Table # 1 118"AN, .090" PVB, 116" AN 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .GW' PVB, 1/8" AN 3 4 118" HS, .OW' PVB, 1/8" HS 4 5 3/16" AN. OW PVB, WIT' AN 4 6 13116" LIG: 3/16" AN CAP, AIRSPACE, 118" AN, .090" PVB, 118" AN 4 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 8 3116" AN, .OW' SG, 3115" AN 5 9 13/18" HS, .09(Y" SG, 3/16" HS 5 10 13/16" LIG: 118" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 5 11 13116" LIG118" AN CAP, AIRSPACE, 3/16" AN. .090' SG, 3116" AN 5 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/B" HS, .090" SG, 118" HS 0 ¢ J W 13 13/16" LIG', 118" TP CAP, AIRSPACE, 3116" AN, .OW' SG, 3/16" AN • 5 14 13/16" LIG 3116- AN CAP , AIRSPACE, 1/8" HS, .090" SG, 1/8" H5 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .09(Y" SG, 1/8" HS 5 • DESIGN PRESSURE RATING IIMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 52-lt8" MAX. BUCK WIDTH —�I � 5" MAX. O. 1+ C. (� 4-11/16" MAX. SD, SEE HEET 10 C, SEE SHEET 10 5" MAX. O.C. I 83" MAX. BUCK HEIGHT C i 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 9 FOR INTEGRAL FIN INSTALLATION. NOTE.DESIGN PRESSURE RATING DETERMINATION IS THE SAME • •RROOESSPFOR ALL FR6ME•TYPE%(61_ANGE, INTEGRAL FIN OR RQUP! LEIG/B•X). • • • • •• • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SG= KURARAY SENTRYCLAS• INTERLAYER BY Y GENERAL NOTES ................... _......._.. _.......,. 1 CODES / STANDARDS USED: KURARAY AMERICA, INC. PVB . KURARAY TROSIFOL• PVB INTERLAYER BY ELEVATIONS... ......... . . . ... ......... .... . .............. DESIGN PRESSURES / GLAZING DETAILS......., ... 1 2-4 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION KURARAY AMERICA, INC* • • • • • • • • ANCHOI4QUANTKiES ............ __...... _.. ............... 5-6 •ASTM E1300-09 AN=ANNEALED • • • • INSTALILA-RONOFLANGE......................................7 to •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUC ION .ALUMINUM DESIGN MANUAL, ADM -2015 HS= HEAT-STRENGTHItRED a • • TP = TEMPERED • • INSTAELATION•EQQAL LEG ........... _._..... ____ .... INISTALLA*y ONMN GRAL FIN ............................ 8 9 •AISI S100-12 • • • • • • • EXTR "' PROJILES 10 •AISC 360-10 • • • • ................ ....._ . ..._.. .. ASSEMBLY &PARTS LIST .................................... ... 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "X%1 I111111//// `,•((jNY LYNAyMi��% � '�V1GEN$F'•. ��%. _ * ; No.58705 TE OF 70NAL ENG. //!111111111 A. LYNN MILLER, PE P.E.# 58705 Y ? Of m WOf O -naH w Ow o co U N z a"r X <C O y w J to Z J O a m OLL m� Z UJ O C) oO C) v r �N � W � a JQ o) ¢ I.- Z O Z ao U Z = 0 ¢ J W � O ® rn J ZFW;a V) s 45 Z O D Z Q K O o K O W Z r = J Q W o u) "X%1 I111111//// `,•((jNY LYNAyMi��% � '�V1GEN$F'•. ��%. _ * ; No.58705 TE OF 70NAL ENG. //!111111111 A. LYNN MILLER, PE 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 Bottom Sash RSash Descriptiona for G- Range ge Design Pressure (lbs/ft2) for Glass Types 1 & 2 Height Range (In) Tp 10 Tp Width 18" 25' 1 33" 37" 1 41' 1 45' 49' 53-118" I., Equal -lite 12.464 +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 .80.0 +65.0 30.0 Equalaite 15.964 +65.0 -80.0 +65.0 30.0 +65.0 -800 +65.0 -80.0 ' +65.0 30.0 +65.0 -80.0 +65.0 -80.0 +65.0 .' 30.0 31" Standard PrOQCN 12.994- 15.963 +65.0 -80.0 +65.0 30.0 +65.0 -80.0 +65.D 80.0 +65.0 80.0 +65.0 -80.0 +65.D .80.0 +65.0 800 Shortest 12.464 - 12993 +65.0 30.0 +65.0 80.0 +65.0 -80.0 +65.0 30.0 4650 80.0 +65.0 -80.0 +650 -80.0 +65.0 ' 80.0 E uaHlte 19.652 +65.0 -80.0 +65.0 -80,0 •65.0 30.0 +65.0 30.0 +650 80.0 +65.0 , 30.0 +650 309 +65.0 -WO Standard Pro iew 15.944 - 19,651 +65.0 80.0 +65.0 30.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 $D.0 +85.0 . -80.0 +85. D 80.0 +650 30.0 � 38-3/6" Custom Size 15.131 - 15.943 +65.0 -80.0 +65.0 30.0 +65.0 ' -80.0 +65.0 -60.0 +65.0 30.0 +65.0 30.0 +65.0 -80.0 +650 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 +65.0 -80.0 +65.0 { 30.0 +65.0 -80.0 4 +650. 30.0 +65.0 30.0 +65.0 80.0 +65.0 j -60.0 a Shortest 12.464-14.130 +65.0 80.0 +65.0 -80.0 +65.01 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0; -80.0 EquW4de 22964 +65.0 -80.0 +65.0 30.0 +65.0 80.0 x65.0 -80.0 +650 80.0 +65.0 -80.0 +65.0 800 +65.0 80.0 Custom Size 2D. 131 - 22963 +65.0 -80.0 +65.0 30.0 +650 -80.0 +65.0 0 *65.0 80.0 +65.0 11 -80.0 +65.0 80 0 +650 30.0 Standard Prollew 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 -8D.0 +65.0 -80.0 +65.0, -80.0 45' Custom Size 16.131 -18.593 +65.0 -80.0 +65.0 30.0 +650 , 30.0 +65.0 30.0 j +65.0 30.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Custom Size 15.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 1 +65.0 , 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -800 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 13116" NOM. Y 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 +85.0 -80.0 +85.0 -80.0 GLASS STACK O rVj Jas EquaHRe 24.964 +65.0 80.0 +65D -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -8D.0 +65,0 -80.0 +65.0 80.0 .090' PVB p o LL 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 30.0 Z IDc Standard Promew 20.194-22.130 +65.0 -80.0 +65,0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 83.0 +65,0 -80.0 +65.0 -80.0 U W U o 49' Custom Size 18.131 -211M +65.0 80.0 +650 80.0 +650 1 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0. 80.0 W COJud, F' < Custom Size 16.131.16.130 +65.01 80.0 +65.0 .80.0 +65.0 30.0 +65.0 .80.0 +65.0, 80.0 +65.0 80.0 +65,0 80.0 +65.0. -BO.0 Custom Size 14.131 - 16.130 +65.0 80.0 +68.0 .80.0 +65.0 800 +65.0 -BOA +65.0 ! 80.0 +65.0 80.0 +65.0 -80.0 +650 � -77.6 y H Shortest 12.484 -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 -Z5.1 Z Equal4ite 25.777 +65.0 , 80.0 +65.0 800 +65.0 30.0 +65.0 80.0 +650 1 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -BO.D Custom Size 24.131 -25.776 +65.0 $0.0 +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 j -BO.D o Standard Pruliew 20.844-24.130 +65.0 80.0 +66.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +fi5.0: BDO F Custom Size 20.131 - 20.843 +65.0 80.0 +65.0 -BO.0 +65.0 80.0 +65.0 -80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 30.0 518 Custom Size 18.131 - 20.130 +65.0 80. D +65.0 1 -80.0 ' +65.0 80.0 +65.0 -80.0 +65. D 80.0 +65.0 30.0 +65.0 80.0 +65.0 ' 80.0 Custom Size 18.131 -18.130 +65.0 80.0 +65.0 -8D.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 -660 80.0 +65.0 -77.6 Custom Size 14.131-16.130 +55.0 80.0 +65.0 -800 j+65.0 80.0 +65.0 -80,0 +65.0 80.0 +85.0 -80.0 +65.0 -9. 0 +65.0 -75.7 Shortest 12.464 -14 130 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -73.9 Eg1al-lite 31.964 +65.0 80.0 +65.0 , -8D.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 30.0 Custom Size 28.131 •31.963 +65.1) 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 -77.6 Standard Proyew 25.794-28.130 +65.0 -Bao +65.0 -800 +65,0 800 +55.0 80.0 +65,0 80.0 +65.0 80.0 +65.0 -80.0 +65.01 .73.9 Custom Sze 24.131-25.793 +65.0 -80.0 +65.0 -81,0 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -WO +65.0 80.0 +65.0 -727 63" Custom Sae 22.131 -24 130 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.8 +65.0 1 -70.5 Custom Sae 20.131 -22.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +550 j 384 Custom Size 18.131-20.130 +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 -75.4 +65.01 86.5 Custom Size 18.131 -18.130 +65.0 -800 +65.0 .00 0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +65.0 .73.8 +64.7 84.7 Shortest 13.194• - 16.130 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -75.9 +65.0 -71.8 +65.0 88.2 +62.3 1 823 Equal4 to 38.464 +65.0 -800 +65.0 -80.0 +65.'7 80.0 +65.0 -80.0 80,0 +65.0 80 0 +65.0 80.0 +55.0 -73.9 Custom Size 36.131 - 38.463 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 r+65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 -79.8 +65.0 -71.6 Custom Size 34.131-36.130 +65.0 -110.0 +65.0 30.0 +65.0 -80,0 +65.0 80.01+65.0 80.0 +665.0 -80.0 +65.0 -77.9 +85.0 89.4 76" Standard Prov" 30.994-34.130 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 j +65.0 -80.0 +65.0 80.0 +65.0 -75.4 +65.0 86,5 Custom Size 30.131 - 30.993 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 -80. D +65.0 -78.9 +65.0 -74.6 Custom Size 28.131-30.130 +65.0 -800 +650 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 83.8 Shortest 26.194'-28-130 +55.0 -800 +65.0 1 -8.3.0 +650 80.0 1 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 1 +65.0 88.2 +623 82.3 Equal4ile 42.464 +65.0 -80.0 +66.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 BO.D +65.0 800 x65.0 -77.0 +65.0 89.4 84" Custom Size 38.131 -42.463 +65.0 -80.0«65.0 86.6 Standard ProMew 34.194•-38.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.9 +55.0 -7111 +66.0 -68.2 +62.3 82.3 • 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 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• I 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 I.ND•W SIS. • • • • • • • • • • • • �'S1/ 11 E?G \ 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • AN= ANNEALED ' I I I I I 1111, 3) FOR RADIUS TOP WINDOWS, FINS THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • TP= TEMPERED 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 A LYNN MILLER, P E. PE p 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16" NOM. ��- GLASS STACK 1 /8' AN GLASS 4.ppsered --plying w117r ts.. .090" PVB L2rridu r rimes C r 30 118" AN GLASS Data vb.+a LSIHNL7 11 E Prorl'u ( -seteell 26 1/2" NOM. e.YY � GLASS BITE L EXTERIOR a 75 34 GLASS TYPE 1 LUO m Y oro o y 13116" NOM. Y o °JOS O GLASS STACK O rVj Jas F w fp .090' PVB p o LL r Z W O o AIRSPACE Z IDc 7 1/8" AN GLASS 118"AN GLASS U W U o ®� nu 31 75 W COJud, F' < ¢ ;Inc LU Or > y H 5®OR 5B 112" NOM. Z 0 Z EXTERIORZ GLASS BITE a LL 0 m 2 N S@OR 5B 70-73 �" W (0 GLASS TYPE 2 U) LL W Q O Z J m p t n O S J d fn <, 65 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• I 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 I.ND•W SIS. • • • • • • • • • • • • �'S1/ 11 E?G \ 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • AN= ANNEALED ' I I I I I 1111, 3) FOR RADIUS TOP WINDOWS, FINS THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • TP= TEMPERED 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 A LYNN MILLER, P E. PE p 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGH f -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT- 48.391 MINIMUMSASH 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 AIRSPACE i/8" TP GLASS S@OR C EXTERIOR a 13116" NOM. I GLASS STACK 090" PVB 118" AN GLASS 75 12" NOM. GLASS BITE GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• [41 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 VNND•W S12E. •FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• •• • • • • • • AN= ANNEALED FOR RADIUS TOP WINDOWS, FINDTHE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • TP=TEMPERED 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 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d W i Bottom Sash description br G- flange sash Hcgnt Design Pressure (Ibs/fe) for Glass Type 3 Range (in) To to Tip Width 45' 53-1/6' 18" 25" 33" 37 41" 45"JD+65 24" Equal -lite 12464 +65.D 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -800 +65.0 -80.0 +55.0 5.0 -800 +650 -81.0 w O U*) N�{ EquaNRe 15.964 +65.D -80.0 +65.0 80.0 +65.0 00.0 +650 -80.0 +85.0 .80.0 +85.0 5o -80.0 +650 -800 31" Standard Pr i�ew 12.994 - 15.963 +65,D -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 5.0 -800 +650 W Shortest 12.464-12.993 +65.0 -80.0 +65.0 80.0 +55.0 -80.0 +65,0 -80.0 +65.0 5.0 -80.0 +65.0 r Equal -lite 19652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +650 5.0 -80.0 +65.0 -80,0 N Standard Pradew 15.944 - 19.651 +65.0 -80.0 +65,0 80.0 +650 80.0 +65.0 80.0 +65.0 -80.0 +65.0 5.0 -80 0 +65.0 38-3/8' Custom Size 15.131 -15.943 +65 D d0.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 A0.0 +65.0 5 0 -80.0 +65.0Custom m Size 14.131 - 15.130 +65.0 -80.0 +65.0 80.0 +65D 80.0 +65.0 -80.0 +650 80.0 +65.0 5.0 -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 1 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +650 -BO.D Equal -lite 22.964 +65.5 80.0 +65.0 -80.0 +65.0 -80.0 +85.0 800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 465.0 80.o n Custom Size 20 131 •22.963 +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 -BD.a +65.0 -80.0 O r Standard Prodew 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 +65.1) -80.0 +65.0 80.0 +65.0 ! 80.0 +65.0 1 .800 +65.0 80.0 +65.0 80.0 +65.0 -BD. D +65.0 -80.0 Custom Size 15.131 - 16.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +85.0 1 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 No. 58705 Custom Size 14.131 - 15.130 +65.0 80.0 +65,0 80.0 +65.0 80.0 +650 -800 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 A. LYNN MILLER, P.E. Shortest 12.464-14.130 +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 +65.D -80.0 Equal -lite 24.964 +65.1) 80.0 +65.0 80.0 +650 80.0 +650 800 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Custom Size 22.131-24.963 +66.0 -80.0 +65.0 -80.0 +65.01 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -BD.O +65,0 800 Standard Prodew 20.194 - 22.130 +65.1) 80.0 +65.0 80.0 +65.0 j 80.0 +65.0 80.0 +650 80.0 +65.0 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 +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.D 80.0 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 -60.0 +55.0 80 0. +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.D 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 +65.01 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.D 80.0 EquaNite 26777 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 +65.0 80.0 +65.o 80.0 +85.0 80.0 +65.0 80.0 Custom Size 24.131 - 25.776 +65.0 80.0 +650 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 F- Standard Proue 20.844-24.130 +65.0 80.0 +65.D 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Custom Size 20.131 - 20.843 +65.0 80.0 +65.0 80.0 +65.0 800 +85.0 80.0 +05.0 80.0 +65.0 -80.0 +65.0 -800 +65.0 0 ~-YB Custom Size 18.131 - 20.130 •65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 80.0 Custom Size 16.131 - 18.130 +65.0 80.O +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 Caston Size 14.131 - 16.130 +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 +65.0 800 Shortest 12.464-14.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +65.0 -150.0 +65.0 80.0 Equal-Ilte 31.964 +85.0 800 +65.0 80.0 +65.0 80.0 +65.0 80 0 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 28.131 - 31 963 +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 -806- +65.0 -80.0 Standard Pmeew 25.794 - 28.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65. D 80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80 0 +65.0 -80.0 Custom Size 24.131-25.793 +65.0 800 +65.0 -150.0 +65.0 80.0 +65.D 80.D +65.0 80.0 +65.0 80.0 +65.0 -800 +65.0 -80.0 63' Custom Sae 22131 -24.130 +65.0 -80.D +65.0 80,0 +65.0 80.0 +66.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Sae 20.131 - 22.130 +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 -780 Custom Size 18.131 - 20.130 +65.0 80.D +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +650 -60.0 +65.0 -80.0 +65.0 -75.8 Custom Sae 16.131 -18.130 +65.0 80 0 +65.0 -80.0 +65.0 80.0 +55.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -73.8 Shortest 13.194' -16.130 +65.0 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.7 +85.0 -71.0 Equal -he 38.464 +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 +65.0 800 Caston Sae 36.131 - 38.463 +65.0 -80.0 +65,0 -80.0 +65.0 -80.D +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 Custom Sae 34.131 - 36.130 +65.0 -80.0 +66,0 , -BO.0 +65,0 80.0 +65.0 -80.0 +65.0 ' 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 76" Standard Prov- 30.994 - 34.130 +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 +65.0 -75.8 Custom Size 30131-30.993 +65.0 -80,0 +65.0 -80.0 +65.0 80.0 +65.0 -BO.D +65.0 80.0 +650 -80.0 +65.0 -80.D +65.0 -74.B Custom Sae 28131 - 30.130 +65.0 -80.0 +65.0 ! -80.0 +65.0 -80.0 +65.0 80.0 +65.D 80.0 +65.0 -B0.0 +65.0 -80.0 +65.0 -72.7 Shortest 26.194' - 28.130 +65.0 -90.0 +66.0 800 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 EquaNite 42464 +65.0 80.0 +65.0 -80.0 +650 -80.0 +65.0 80.0 +65.0 80.0 +65.D -80.0 +65.0 -80.0 +65.0 -79.1 84" Custom Size 38.131 -42.463 +65.0 -80.0 +65.0 80,0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 -800 +65.0 -80.0 +65.0 -74.8 Standard Prouew 34.194' - 38.130 +65.0 80.0 +65.0 -80 0 +65.0 I -80.0 +65.0 80.0 +65.0 80.0 +65,0 -80.0 +65.0 -77.7 +65.0 •71.0 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGH f -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT- 48.391 MINIMUMSASH 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 AIRSPACE i/8" TP GLASS S@OR C EXTERIOR a 13116" NOM. I GLASS STACK 090" PVB 118" AN GLASS 75 12" NOM. GLASS BITE GLASS TYPE 3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• [41 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 VNND•W S12E. •FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• •• • • • • • • AN= ANNEALED FOR RADIUS TOP WINDOWS, FINDTHE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • TP=TEMPERED 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 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d W i °D Y to > rn _ p ,-Z, w O U*) N�{ 0 0 C) m Z Q J O ay Z LL� W O = W Z Fg r U L) ® � LU Z LU o > a N o Z o U Z 2 LL 0 m m • � J U) O n J a O F Z Mcc O r U ~ 2 in Q � ;00 - LY Mi ��.•'�VIGENSF '•.:(�� No. 58705 9 u' Ir '. 10 ' n� •.. �ST TE OF ((Z ` '•. FLORIOP. ' SS10NAL SNC?' 11111111 It1t A. LYNN MILLER, P.E. P.E.# 58705 TABLE4: Design Pressure (lbslft2)for Glass Types 4-7 NOM. G I~ GLASS STACK Bottom Sash Tip ToTip Description Sazh Heigh Width tar G Range Rai (in) 53 -VV 090"PVB AIRSPACE uaHite Eq12464 +65.0 -800 3116" AN G 1/B' AN GLASS Egwl4ite 15964 +65.0' -80.0 Starldard Proi12.994 - 15.963 +650 -80.0Shortest 74 ®OR 5 12.464 - 12993 +65.0 I -80.0 M. F31" EquaiJite 19652 +65.0 -80.0 12.454 - 12.993 +80.0 -110.0 GLASS SITE Standard Proi 15.944 - 19 851 +880 A0.0 a 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. Custom Size 15.131 - 15.943 +65 0 ®OR 5 Custom Size Custom Size 14.131 - 15.130 +66.0 -80.0 70-73 ®OR GLASS TYPE 6 Shortest 12464-14.130 +65.0 -80.0 • • • Shortest Equal -lite 22964 +65.0 , -80.0 W Equal-IBe Custom Size 20.131-22.983 +65.0 -80.0 HS= HEAT STRENGTHENED Custom Size 20.131 -22.963 +80.0 -110.0 Standard Pi 18.594 -20.130 +80,0 -110.0 Standard Pmlew 18.594 - 20.130 +65.0 ; -80.0 Custom Size 45" Custom S 1- 16.131 - 18.593 +65.0 -80.0 Custom Size 15.131 - 16.130 +BO.O -110.0 Custom Size 15.131 -18 130 +650 -80.0 Custom Size 14.131-15.130 +80.0 -11D.0 Custom Size 1 14.131 -15.130 +65 0 -BID 0 Shortest 12.464-14.130 S1lortest 12.464-14.130 +65.0 -80.0 Equal -lite 24.964 x80.0 -110.0 Egial-Ilte 24.964 +65.0 -80.0 Custom Size standard Premm 22.131 -24.963 +80.0 -110.0 20194-22.130 +80.0 -110.0 Custom Size 22.131 - 24.963 +65.0 -80.0 Standard PrI 20.194-22.130 +65,0 -80.0 Custom Size 49' Custom Size 18.131-20.193 +65.0 -80.0 Custom Size 18.131 - 18,130 +80.0 ( -110.0 Custom Slze 15131 - 18.130 +650 -80.0 Custom Size 14.131 - 16.130 +80.0 -110.0 CUStom Size 14.131 - 16.130 +85.0 -80 D E 12.464 - 14.130 +80.0 -110.0 Shortest 12.484 - 14.130 +65.0 -80.0 Equal -lite 25.777 +50.0 -110.0 Equel-Tnte 26.777 +85.0 -800 c 24.131 -25.776 +BO.O i -110.0 Custom Size 24.131 - 25.776 +65.0 -80.0 Standard Proi 20.844 -24.130 +65.0 -81).0 Standard Prolien 20.844 - 24.130 +80.0 1 -110.0 Custom Size 20.131 -20.843 +85.0 -80.0 Custom Sae 20.131 - 20.843 +BO.O 1 -110.0 Custom Size 18.131 -20.130 +65.0 -80.0 Custom Size 18.131 - 20.130 +800 1 -110.0 Custom Size 18.131 -18.130 +65.0 -80.0 Custom Size 10.131 - 18.130 +80.0 -110O Custom Size 14.131 -18.130 +85.0 -80,0 Custom Size 14.131-18.130 +80.0 AMID Shortest 12.464 -14.130 +65.0 -80.0 Shortest 12464 - 14.130 +B0.0 -110.0 EquaHile 31.954 +650 80.0 Equal-IRe 31.964 +80.0 -110.0 Custom Size 28131 - 31.963 +65.0 X0.0 Custom Size 28.131 -31.983 +90.0 -111).0 Standard ProMew 25.794-28.130 +80.0 -11D.0 Standard Pra4aw 25.794-28.130 +65.0 ; K.0.0 24.131 -25.793 +80.0 1 -110.0 63" Custom Size 24 131 - 25.793 +55.0 430.0 22.131 -24.130 +80.1) -110.0 63" Custom Size 22 131 - 24.130 +65.0 430.0 20.131 .22-130 +110.0 -110.0 Custom Size 20.131 •22.130 +650 -80.0 18.137 -20.130 +g0.0 -110.0 Custom Size IIIA31 - 20.130F+6&D -80.0 18.131 -18.130 +80.0 -110.0 Custom Size 16131 -16.130-80.0 13.184`-18130 +BD.O -111).0 Shortest 13.194' -16.130 -80.0 38.464 +80.0 -110.0 Equal -lite 38.464 -80.0 38.131 - 38,463 +80.0 -110.0 79' Custom Size 36.131 - 38.483 -800 76" Gui Size 34.131 - 36.130 -80.0 Standard Pro4aw 30.994 - 34,130 -80.0 Cuslan Size Custom Size 30.131 - 30,993 -80.0 Shortest som831 -3030 -80.0 Equal-Ilte Shortest 26.194• - 28.130 +65.0 -80.0 W' Custom Size Eq HI, 42.484 +65.0 -80.0 84" Custom Size 38.131-42463 +65.0 -80.D Standard Pi 34.194'-3B. 130 +65.0 4300 5116" NOM. �- GLASS STACK .090" PVB 1!5" LLS GLASS 1/8"H GLASS 30 28 112" NOM. EXTERIOR GLASS SITE 74 34 GLASS TYPE 4 7116" NOM. GLASS STACK 3/16' AN GLASS .090" PVB 30 3/1 1GLASS 27 112' NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 5 _ ILAS NOM. G I~ GLASS STACK GLASS13/16"NOM. GLASS STACK 090"PVB AIRSPACE 3/16' TP GLASS 3116" AN G 1/B' AN GLASS 31 74 ®OR 5 Standard Plawew M. 12" NOM. EXTERIOR 12.454 - 12.993 +80.0 -110.0 GLASS SITE GLASS BITE a 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. Standard P*rn ew 15.944 - 19.651 +800 -110.0 ®OR 5 Custom Size 70.73 70-73 ®OR GLASS TYPE 6 TABLES Design Pressure for Glass T pas 8-15 F� GLASS13/16"NOM. GLASS STACK AIRSPACE .090" PVB 3/16' TP GLASS VB" AN GLASS 31 74 OR 5 31" Standard Plawew M. EXTE IOR Shortest 12.454 - 12.993 +80.0 -110.0 GLASS SITE Equel-Ilte 19.852 +50.0 -110.0 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. Standard P*rn ew 15.944 - 19.651 +800 -110.0 ®OR 5 Custom Size 70.73 GLASS TYPE TABLES Design Pressure for Glass T pas 8-15 f_ 13118" NOM. Bottom Sash Descdption for Gi Range Tp To Top Sash Heigh Width Range 0n) 24" Equal -lite 12484 +80.0-710.0 v8 "ANG Equal -lite 15.984 +BD.D -110.0 31" Standard Plawew 12.994-15.963 +80.0 -110.0 ®OR 5 Shortest 12.454 - 12.993 +80.0 -110.0 EXTERIOR Equel-Ilte 19.852 +50.0 -110.0 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. Standard P*rn ew 15.944 - 19.651 +800 -110.0 36-316" Custom Size 15.131 - 15. g43 +80.0 -1100 TYPE 12 Custom Size _74A31 -1S.130 +80.0 -110.0 • • • Shortest 12.484 • 14.130 +80.0 -110.0 W Equal-IBe 22964 +80.0 -110.0 HS= HEAT STRENGTHENED Custom Size 20.131 -22.963 +80.0 -110.0 Standard Pi 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 +BO.O -110.0 Custom Size 14.131-15.130 +80.0 -11D.0 Z o U Shortest 12.464-14.130 Equal -lite 24.964 x80.0 -110.0 Custom Size standard Premm 22.131 -24.963 +80.0 -110.0 20194-22.130 +80.0 -110.0 49' Custom Size 18.131 - 20.193 +80.0 -110.0 � Custom Size 18.131 - 18,130 +80.0 ( -110.0 Custom Size 14.131 - 16.130 +80.0 -110.0 1. Shortest 12.464 - 14.130 +80.0 -110.0 Equal -lite 25.777 +50.0 -110.0 Z Custom Size 24.131 -25.776 +BO.O i -110.0 Standard Prolien 20.844 - 24.130 +80.0 1 -110.0 Custom Sae 20.131 - 20.843 +BO.O 1 -110.0 H 50-516" Custom Size 18.131 - 20.130 +800 1 -110.0 Q n Custom Size 10.131 - 18.130 +80.0 -110O Custom Size 14.131-18.130 +80.0 AMID J Shortest 12464 - 14.130 +B0.0 -110.0 Equal-IRe 31.964 +80.0 -110.0 Custom Size 28.131 -31.983 +90.0 -111).0 Standard ProMew 25.794-28.130 +80.0 -11D.0 Custom Size 24.131 -25.793 +80.0 1 -110.0 63" Custom Size 22.131 -24.130 +80.1) -110.0 Custom Size 20.131 .22-130 +110.0 -110.0 Custom Size 18.137 -20.130 +g0.0 -110.0 Custom Size 18.131 -18.130 +80.0 -110.0 Shortest 13.184`-18130 +BD.O -111).0 Equal-itte 38.464 +80.0 -110.0 Custom Size 38.131 - 38,463 +80.0 -110.0 79' Custom Size 34.131 - 38.130 +80.0 -110.0 Slirdard Proven' 30.994 - 34.130 +80.0 -110.0 Custom Sze 30.131 - 30.993 +80.0 -110.0 Cuslan Size 28.731 - 30.130 +80.0 -110.0 Shortest 26194'-28.130 +80.0 1 •110.0 Equal-Ilte -110.0 42.464 '1 "D W' Custom Size 38.131 - 42 483 +800 -110.0 Standard Pro -I 34.194' - 38.130 +80.0 1 -1100 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 -46.391 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 3116" AN GLASS 090" SG 30 3/1�GLASS zfi 12"NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 .090" SG 3/16" HS GLASS 30 3118" H GLASS 28 112" NOM. EXTERIOR GLASS BETE 74 34 GLASS TYPE 9 f_ 13118" NOM. GLASS STACK 090" SG AIRSPACE GLASS STACK 090" SG AIRSPACE 118' HS GLASS v8 "ANG 74 118' HS GLASS 31 •• • 74 ®OR 5 x RI R 1/2' NOW EXTERIOR a GLASS BITE 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • ®OR (BOR 0.73 TYPE 12 GLASS TYPE 10 .090" SG 3/16" HS GLASS 30 3118" H GLASS 28 112" NOM. EXTERIOR GLASS BETE 74 34 GLASS TYPE 9 �._ 13116" NOW GLASS STACK 090" SG AIRSPACE AIRSPACE 1/8" TP GLASS 118' HS GLASS 31 74 ®OR 5 ®OR 5 •• • 12"NOM. EXTERIOR x RI R 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. GLASS BITE a a 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • ®OR 70.73 GLASS TYPE 12 .090" SG 3/16" HS GLASS 30 3118" H GLASS 28 112" NOM. EXTERIOR GLASS BETE 74 34 GLASS TYPE 9 13116- NOM. GLAS ~ GLASS STACK • ••• 090" SG AIRSPACE 3116" AN GLASS 118" HS GLASS 31 74 ®OR 5 •• • ••• • 12" NOM. x RI R 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. • • • • • GLASS BITE a 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • ®OR 70.73 GLASS TYPE 14 .090" SG 3/16" HS GLASS 30 3118" H GLASS 28 112" NOM. EXTERIOR GLASS BETE 74 34 GLASS TYPE 9 • •• • • • • ••• • •• ••• •• • • • •• NOW • ••• GLASSNOM. GLASS STRCK 000" SG AIRSPACE 118' AN GLASS 3/16" AN GLASS 31 74 OUR 5 •• • ••• • 12" NOM. EXTERIOR 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. • • • • • GLASS BITE 15 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • ®OR 5 0.73 7 GLASS TYPE 11 • •• • • • • ••• • •• ••• •• • • • •• NOW • ••• GLASS STACK .090" SG AIRSPACE 118" TP GLASS 3116" AN GLASS 31 74 e&R 5 •• • ••• • 12" N.M. EXTERIOR 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. • • • • • GLASS BITE < 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • 70.73 ®OR GLASS TYPE 15 • • AN- ANNEALED 70.73 ®OR 5 GLASS TYPE 13 • •• • • • • ••• • •• ••• •• • • • •• GLAS NOM. I GLASS STACK • ••• 090" SG AIRSPACE 3/18' TP GLAS 1/8" HS GLASS 31 74 5@OR 5 •• • ••• • 12' NOW EXTERIOR 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. • • • • • GLASS BITE a 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • • 70.73 ®OR GLASS TYPE 15 • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • Is • • • • • Is • • •• •• 0.0 • • •• •• ••• • • • ••• • • •• ••• • ••• • • to w 0 •• • ••• • • • • 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, ROUNDUP 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 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF 65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. W 2 LL HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • Is • • • • • Is • • •• •• 0.0 • • •• •• ••• • • • ••• • • I'll/ r Q�?O0 \,.\GEN4 * No. 58705 OEAT 1k.!liv 0 OF 0NAL 1E,1 A. LYNN MILLER. P.E. RE.N 58705 LU ? to w 0 �a _oroa US �l ell L7 04 Z W N Q O z�1 4 iF Z Z g OJ Z LL lop cw _ W 2 LL v FS h W 00 LU Oh a Z o U Cn Z Z � LL O 2 � ® th J Z � N J O r Z In Q n W O J 1.L CII Q Ori I'll/ r Q�?O0 \,.\GEN4 * No. 58705 OEAT 1k.!liv 0 OF 0NAL 1E,1 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 - 48.606 TARI F RR' Glass Type Description )Listed from Exterior to Interior) 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 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 118" HS, .090" PVB, 1/8" HS 5 3/16" AN, .090" PVB, 316" AN 213/16" LIG: 3118" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 7 13116" LIG: 3116" TP CAP, AIRSPACE. 118" AN, .090" PVB, 1/8" AN •• ••• • • • • • •• • •• • • • • ••• • 1) TIP TO TIPDIMENSON3111SH•WN0 FOS IN•EGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRAE*1" FROIR AiE T110114 TIP •IMENl1010IN *D TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• ••• • ••• • • 3) FOR RADIUS&TOP WIN Ip WS, FIND T61E SMAItE4 W*IDCbV SIZE IN THE TABLE ABOVE WHIt•THE RADIUS TOP OMPOW V•LL COM PNETELY F4r WiHIN. • • • • • • • • •• • • 4) VA dWS 1R1 THE LOW •Y LLEPTAN ARE IM,'•y olio A NAXIMUM POSITIVE DESIGN PRESSURED +65 PSF. NEGPVE SIGN PR l7RESARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • . 00 Y LU z rLU o •�.v w O �o Q O N zw M 0 1n Z 0JO aF Z lL rOp m x � W � O ti = W rc UULU CO ®� F-LZc> >LL rwo O ® rn 2 J LO z Z z Z LL v Q Z 0C 0 U J Q Z Q W ` ��NYILYNN"i •, CICENgF •. �� / * No.58705 = -0 0 O NAL E 1111100,\ . A. LYNN MILLER, P.E. P.E u 58705 TARI F 7 •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 TARI F 7R' Glass Type Description (Listed tram Exterior to Interior) 8 3115' AN, 090 SG 3/18" AN 9 3/16" HS, .090 SG. 3116" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS ;=MIME 0. WIN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, .09(Y" SG, 118" HS 13 13/15' LIG: 118" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 1413115 LIG: 3/15' AN CAP, AIRSPACE, 1/8" HS, .OW' SG, 118" HS 15 13115' LIG: 3115' TP CAP. AIRSPACE, 118" HS..090" SG, 118" HS Z O Z ®moo©aaaaa©� aa�oaav©aaaaa©© _ W o� W 00 ®� ��aaaaa aaaaa o©aa©aaaaa©© ®�aaoaa aaaaa aaaaaaaaaoaa ®aaaaaaaaaaaaaa©©©©aaaaa© �' U) Z O ��aaa©aaaaa;aa©©a©a©©baa©aaa O ��aaaaaaaaalaaaaaa©©aaa©aaa LL O ::��aaoaa�aaaaaaaa©©a,aagaaa ®m W J �amaaaaa aaa:aaaaaaaaaaa a aaa Z Z),, ,:s aaaaaaaaa:aaa,aaaaa©aaaaaa U) o ��aaa©aaaaaaa�aaaaaa'aaaaaa of F ? aaaoaaaaaaaaaaaaaa,aa©oaa o r., LU O C) =�amaaaaaaaaa:aaaaaaaaaaaaoaa J Z 1n ��aaooaaaaaaaaaaaaa$aa©aaa �a!aaaaa aaaaaa ��a�aaa aaa,aaa,aaa,aaa aaa aaa aaa ��aaaaaaaaa:©aaaa©aaaaa©aa© ��aaaaaaaaaaaa�aa©aaaaa©aaa MEEMMEMMMaaa,aaaaaa,aaaaaa aaa,aaaaaa ��aaannun aa;aaaaaaaaaaaaaaa UNMaaa�MI�a aaaaaaaa aaaa©aaa ��a©a;aaaa©alaaaaa©©a©©©©©aa ®aaaaaaaaaaaaaa©aaa®aaaa ��aaaaaaaaaaaaaaaaaaaaaaaa ��$aaaaaaaaaaaaa� ' �� aaaaaaaaa',aaaaaaBunn aaaal,aaaaa M=� aaajaaaaaaaNunn ©aaaaaaaan MEEMMM�aaoaaa©aa©aaaaa,aaa'aaa©aa E===aaoaaaaaaa a,aaaaaaaaaaaa aaa©©a©ao©�a©©a;aaa�aa©',©a© aaaa©aaaaaaaaaaaaaaaaaoa ��aaaaaoaaaa©a nun alaaalaw �aaaaaa aaaaa©aaaaaaa ©a M=lEmmmaaoaaaaaaawn aaa�aaaaaaaaa ��aaoaaaa©aDun ©aaaaaaa Ban aaSlo©© SCOMEMSM ©©o©©o�o©©�aaaaaa aaaaaaaa M�CMW==aaaaaaaaa,©aaaaaaaaoaaaaa �Mlmmmoaaoaaoaaoaaoaaaa©vaBunn �MIM�aaaaaaaaaaaaaaaaoaaoaaaa �aaaaaaaaa,aaaaaaaaaaoaaoa �© ©©v ©©v'©©© ©©m ©©a ©o©oo© �aaaa�aaaa,aa a©aaa aaa;aoa IMEMOMMUT.M. aaolaao aaa aaaaaalaaao®;a©a �oaaaaaaaoo©aoaa;oa©oaalo©© ��aaaaaaaaaaoaaaaaoaaoaaaa m ��aoaaooaaa�ao�aaa,aaaooa:o©a RUTWMM, oaa''aaaa©aaaaoa©aoaoaaaoa •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 TARI F 7R' Glass Type Description (Listed tram Exterior to Interior) 8 3115' AN, 090 SG 3/18" AN 9 3/16" HS, .090 SG. 3116" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 11 13115' LIG: 118" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" HS, .09(Y" SG, 118" HS 13 13/15' LIG: 118" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 1413115 LIG: 3/15' AN CAP, AIRSPACE, 1/8" HS, .OW' SG, 118" HS 15 13115' LIG: 3115' TP CAP. AIRSPACE, 118" HS..090" SG, 118" HS •• ••• • • • • • •• • •• • • • • ••• • P) TIP TOWTIPOIMTNSbNOSH•Wt• FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, • • SUUMST 1" AFeM THP TIP 11b TIP DIII ONSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • 3;OR RADI;S TOP WINDOWS, FIrD TME WAI4kEST WINDOW SIZE IN THE TABLE ABOVE • • WHICH THE kAMIPJS TOP WINDOWNJILL COMPLIETELY FIT WITHIN. • • ,••,•��,,,,YY�� ,,�,,II • • ,�••p' • • Q • • • • • • • P) ESSURE OF +65 PSF�NjGATIVE'WSIGNESSURES ARE UNXIMUM AFFECT UNAFFECTED. DESIGN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0elf Y w o 0 ^� O �o 0 co N O Q w �y Z O Z J O _ W o� W 00 ®� v �N �' U) Z O Z O W CD LL O ®m W J a Z Z Z),, ,:s U) o of F ? O o r., LU O C) 2 J Z 1n O LYNAt I// * ; No.58705 ffN`F'41k 0. 18 ,7S,ONAL Ea A. LYNr(I AAI��h, P.E. P.E.# 58705 INSTALLATION Substrate ANCHORED THROUGH FRAME AND IX • • BUCKSTRIP INTO CONCRETE/CMU, OPTION 1 EDGE DISTANCE #12 Steel, EMBEDMENT ANCHOREDTHROUGH �-- r _T-- _---_ r--, +— �� A36 Steel FRAME INTO 2X WOOD ----- - Steel Stud, Gr. 33 min. " FRAME OR BUCKSTRIP.� Q LIGHT WIDTH 1 Fl� SEE NOTE 2, THIS SHEET. -�-� 1' I :� if _J• EMBED- MENT -�' 1 • P.T. Southern Pine SCr0.55 -= _ r- -- 1 f L- - EDGE DISTANCE V. _--- - --I 1!4" MAX SHIM -- 2-1/2" 1-114" ••• P.T. Southern Pine SG=0.55 1" J- 27 L-- --1---J O r` ®� w 1 SEE TABLE 0 1- NOTE B,FOR z b 16 HEAD TYPE T N uj f) 30 o LU o Z TYP. ANCHOR TYPE, o FIXED 2 -1 i EMBEDMENT AND VISIBLE LL EDGE DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 32 TIP TO TIP HEIGHT EXTERIOR a• 1" WEEP NOTCH AT EACH END NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUE SEE 13 USE EITHER 1 SWEEP LATCH MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE 2 I SILL SHOWN. SEE SHEET10FOR STANDARD SILL. V4" MAX. _--_ SHIM VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETFJCMU. EMBEDMENT 1/4" MAX SHIM 4 19 < FIXED VISIBLE ' I LIGHT WIDTH • Ili INSTALLATION OPTION 3 Substrate ANCHORED THROUGH FRAME AND IX • • BUCKSTRIP INTO CONCRETE/CMU, • SEE NOTE 2, THIS SHEET_ I+~ #12 Steel, EMBEDMENT 1/4" MAX SHIM � �-- 18-8 or 410 SS Screw A36 Steel SASH VISIBLE 17 Steel Stud, Gr. 33 min. " 0.045" f8 C�Concrete Q LIGHT WIDTH 1 Fl� Ungrouted CMU, (ASTM C-90) EDGE 1-7/4. • P.T. Southern Pine SCr0.55 - -S/8" • • DISTANCE TIP TO TIP WIDTH — EXTERIOR HORIZONTAL SECTION V iHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMSTEEL 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. Embedment • • P.T. Southern Pine (SG -0.55) • 1-3/8" #12 Steel, Aluminum, 61)63-T5 min. t3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 0.063" Steel Stud, Gr. 33 min. 0.045" f8 C�Concrete Q (min. 3.35 ksi) 1 &3/4" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-7/4. • P.T. Southern Pine SCr0.55 1" -S/8" • • • • Concrete (min. 2.85 ksi) V. 1-3/8" 1/4" Steel Utracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" ••• P.T. Southern Pine SG=0.55 1" • 3/ "• 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 & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" (PSASH: TIP TO TIP HEIGHT2 - 11.93" HEIGHT (CUSTOM SASH) ($FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55" @SASH: SASH HEIGHT -4.60" NOTES: 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) MACONR* AJNCHOR94STMAY BE USED INTO WOOD AS PER TABLE • • 91FIT IT SRIt STf1 ED ljj CTIN OLY TO SUB TTRATE 00 KWOOD BUCKSS ARE OPTIONAL • •DEPIOTED 76 2AAR&P 6,1/2" 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 • AVIJIITECT OF RFCORD. • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • •3) VISIBLE LIGH6 WIDTH6)R WEIGHT (ALSO REFERRED TOAS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANME)UFLAT HEAD T:PEIS •• • • • • •DAYLIGHT OPENIh"IS WEASURED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. •! • • • • C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APAICATIONS. • • • • • • ••• • • • • ••• • • n.. Q dQ O O U) b. N y O N i w O Of Q aU)Z z LL O y • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • \II(II Ill LYNN`''r,, ON ...... N4'( \CENSE •�(� Q': P No. 58705441' A OF ((, //ONAL t fill 1\\�� A. LYNN MILLER, P.E. P.E.# 58705 Y w z � y N n.. Q dQ O O U) b. N y O N i w O Of Q aU)Z z LL O y Z O Z LL m c� U ULU v 2 00 u -I o > Y ¢ < Z Z z _z O r` ®� w Z O 0 1- z b D N uj f) o LU o Z w CZ o U 2 -1 i = U) Q LL \II(II Ill LYNN`''r,, ON ...... N4'( \CENSE •�(� Q': P No. 58705441' A OF ((, //ONAL t fill 1\\�� A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION Substrate OPTION 1 EDGE DISTANC ANCHOREDTHROUGH SILL SHOWN. SEE FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP.- EMBED- i f, SEE NOTE 2, THIS SHEET. STANDARD SILL. BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR a =T --- Y------ =1 Substrate OPTIONAL HI -RISE 42 BUCKSTRIP INTO CONCRETE/CMU. SILL SHOWN. SEE 1" WEEP EMBEDMENT SHEET 10 FOR EMBED- i f, INSTALLATION STANDARD SILL. MENT EDGE -- �� - ---1 DISTANCE SHIM 114" MAX SHIM - W L Concrete (min. 3.35 ksi) 1" 314" EDGE Ungrouted CMU, (ASTM C-90) II I ( SEE TABLE 3 NOTE B, FOR P.T. Southern Pine (SG=0.55) pIEDGE HEAD TYPE • • 18 1" • •� 114" Steel Uttracon TYP. ANCHOR TYPE, 2-1/2" 1-1/4" EMBEDMENTAND I IAS\ 1 •;. EDGE DISTANCE PER W H U SUBSTRATE. SEE Z TABLE 8. 1aa45 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 48 13 USE EITHER 1 17 - SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS F — C y Substrate OPTIONAL HI -RISE 42 BUCKSTRIP INTO CONCRETE/CMU. SILL SHOWN. SEE 1" WEEP EMBEDMENT SHEET 10 FOR NOTCH AT INSTALLATION STANDARD SILL. EACH END SASH VISIBLE 17 114" MAX. FRAME FRAME INTO METAL SHIM NOANCHORS REQUIRED IN FLANGE OR ,� •" EQUAL -LEG ' FRAME SILLS VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT a {�— 1/4" MAX SHIM •I 19 ,) FIXED VISIBLE LIGHT WIDTH �I • I INSTALLATION OPTION 3 Substrate ANCHORED THROUGH FRAME AND IX • • BUCKSTRIP INTO CONCRETE/CMU. 9/16" SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4" MAX SHIM -+I 3/8" INSTALLATION EQUAL OPTION 4 SASH VISIBLE 17 ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN LIGHT WIDTH yl W L Concrete (min. 3.35 ksi) 1" 314" EDGE Ungrouted CMU, (ASTM C-90) II I ( • • P.T. Southern Pine (SG=0.55) pIEDGE 18318" • • • I/.ISI 1" • •� 114" Steel Uttracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" ••• I IAS\ 1 •;. of -3/t: • W 3� `H25P,IOR 2v r BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A V 114" MAX. SHIM APPROVED MULLION, FBC Substrate —DADE COMPLIANT ALUMINUMISTEEL FRAMING • • OR STEEL STUD. MAY BE VERTICAL OR 9/16" HORIZONTAL. SEE SUBSTRATE #12 Steel, 410 PROPERTIES, TABLE 8. 3/8" INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN 0.045" Iii Ga Anchor Substrate Min. Edge Min, Embedment Distance • • P.T. Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, 410 Aluminum, 6063-T5 m n. 3/8" 0.063" 18-8 or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" Iii Ga W L Concrete (min. 3.35 ksi) 1" 314" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-112" 1-t " • • P.T. Southern Pine (SG=0.55) 1" 18318" • • • Concrete (min. 2.B5 ksi) 1" 1-3/8" 114" Steel Uttracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" ••• P.T. Southern Pine (SG=0.55) 1" of -3/t: • 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 (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 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. • • 42) MA•ONRWAN•HORHOWNY BE USED INTO WOOD AS PER TABLE • • #. AQ VIIIDO19 BUCKAESS THAN 1-12" THICK ARE TO BE • • JO I R�'-r•, 11X•INST CATIONS. 1X WOOD BUCKS ARE OPTIONAL • • 'F l T I , r ED dlf . LY TO SUBSTRATE. WOOD BUCKS • • 4PE ICJ D {{{{�� 2VRF•1•ti2" 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. • •VI J��,,R A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • e3) �LE LIGHQ FWIGHT(ALSO REFERRED TO AS '•"' DTH B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX/FLAT HEAD TMPE 16 • • • •DAWGHT CWENIVWS WrOJRED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • • • • • • C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIOff$. • • • • • • ••• • • • • ••• • • n+11 UN �w O D 7 Q 0C% �� Z O n Q J a z- m m i o� W L O n • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W i �2 Y N Oo Ofr 0 O n+11 UN �w O D 7 Q 0C% �� Z O n Q J a z- m m i o� W L O n IW-) U_ Z x ¢ J ons c O LU > a o Z o o z Z O = O O O ® W H U Z W V1 1aa45 � X Lu O zJ z z U J� 2 N Q W a5 ot�Y LYN/y • �. ; No. 58705 ' CSS,' FLOR1Dr.• ' ��' C?. ASO E .,! �. . 1 INAL 1 A LYNN MILLER, P.E. P.E.# 587D5 BUCK HEIGHT f FIXED VISIBLE LIGHT HEIGHT EXTERIOR a 1" WEEP NOTCH AT - EACH END SASH VISIBLE LIGHT HEIGHT TYP, ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,- SEE UBSTRATE:SEE TABLE 9. (SCREW SHOWN) 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS C�o ') STANDARD SILL SHOWN. SEE l PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. TABLE 9: 114" MAX r SHIM _ - -- EDGE EMBEDMENT VERTICAL SECTION D -D EDGE DISTANCE +— 1/4" MAX SHIM 1/4" MAX SHIM I I 5SASH VISIBLE 17 1 �I LIGHT WIDTH I EMBEDMENT FIXED VISIBLE LIGHT WIDTH /• 1 I in1l IIIA I 3159ipR 56 I \ F BUCK WIDTH HORIZONTAL SECTION C -C TYP.NTYPE, EMBEDMEENTT AANDND EDGE DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FBC TABLE 9. (NAIL SHOWN) COMPLIANT ALUMINUM/STEEL FRAMING 1/4" MAX. SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR #12 STEEL I SELF -DRILLING I SMS (G5), SEE TABLE 9. I I INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor EDGE DISTANCE , EMBEDMENT 1 —EDJG_E II D's ante - — 2-1/2" x .113" Box Nall P.T. Southern Pine (SG=0.550 5114' 4 _' DISTANCE II �8• .4 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55 3189 4 2.498 • L1/4" MAX EMBEDMENT ' 318" 2.438 • • 2 SHIM I I I ,8 11 5116" 0.125 TYP, ANCHOR TYPE, _ EMBEDMENT AND EDGE ••• DISTANCE PER SUBSTRATE, —� 0.050" A36 Steel • SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS C�o ') STANDARD SILL SHOWN. SEE l PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. TABLE 9: 114" MAX r SHIM _ - -- EDGE EMBEDMENT VERTICAL SECTION D -D EDGE DISTANCE +— 1/4" MAX SHIM 1/4" MAX SHIM I I 5SASH VISIBLE 17 1 �I LIGHT WIDTH I EMBEDMENT FIXED VISIBLE LIGHT WIDTH /• 1 I in1l IIIA I 3159ipR 56 I \ F BUCK WIDTH HORIZONTAL SECTION C -C TYP.NTYPE, EMBEDMEENTT AANDND EDGE DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FBC TABLE 9. (NAIL SHOWN) COMPLIANT ALUMINUM/STEEL FRAMING 1/4" MAX. SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR #12 STEEL I SELF -DRILLING I SMS (G5), SEE TABLE 9. I I INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Min. • • • • D's ante Embedm nt 2-1/2" x .113" Box Nall P.T. Southern Pine (SG=0.550 5114' 4 1.4.48 2-1/2" x.131" Common Nail P.T. Southern Pine (SG=0.5 • �8• .4 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55 3189 4 2.498 • 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 318" 2.438 • • P.T. Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel Truss Screw o 0.125" Aluminum, 6063-T5 min. 5116" 0.125 #12 Steel, 18� or 410 SS _ • • ••• Screw 0.050" A36 Steel • • 5116" 0.05 • • 0.045" (18 Ga) Steel Stud, Gr:%nin. • 5/1g' 0 VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH -4.17'I HEIGHT (EQUAL -LRE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) (OFIXED LITER BUCK HEIGHT2+4.28" @SASHBUCK HEIGHT/2 -11,43. HEIGHT (CUSTOM SASH) @FIXED LITE. BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: _ SASH HEIGHT -4.60" NOTES: • • dil)j1SE ONLY SUBSTRATE -APPROPRIATE • • • ANCHORS LISTED ON TABLE 9. FOLLOW • • • EMBEDMENT AND EDGE DISTANCE LIMITS. ANY • • • "INSTALLATION OPTION SHOWN MAY BE USED • • *OR ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. • • • • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • v O o� o CD N O Z Z ZJ O u O u. coo o U U o o F.o HZa W u Q GinC Z 0) Z U _ LL O = U (M ®�W J V) u U' z U) IL O 3 08 O w W Z U J Z Q osaC —"5 / * No.58705Q- 0, . ST E �: '//SIONAI E�G`• /11111111111 A. LYNN MILLER, P.E. P.E.# 58705 2.848" 2.848" _ {-�- .062" 1.125" 2.848" 2.112" 71� _1: .062" 1 .062" 0-61 .987" O FLANGE FRAME HEAD 2.798" 2.841 .062" O7 FLANGE FRAME SILL OINTEGRAL FIN FRAME HEAD 2.798" 1 3 466" 062" 1.128' O EQUAL LEG FRAME HEAD 2.798" --+� 2.341" .062" -� O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273" -� .120" 2 772' 2.211" I 062.. .062"�- la SASH TOP RAIL a FIXED MEETING RAIL 15 SASHBOTTOM RAIL 2.560" .062" 2 724" O4 FLANGE FRAME JAMB 2.798" 3.508" .062" FLANGE FRAME SILL U HI -RISE 2.273" --►I 2.105" .062" t lU .062" 1 235" -�-{ 1.300' 1.300" Is SASH BOTTOM RAIL fl SASH SIDE RAIL 3.185" .062" 2.724" OINTEGRAL FIN FRAME JAMB 2.798" II INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4" NOM. WITH DESICCANT EXT. GLASS INT. GLASS 70 KOOISPALS/PPAAACE 4SG TPS 133" 2.060" �I E2.7 24" OEQUAL LEG FRAME JAMB 2.798" 12 EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3/16" NOM. SILICONE FOAM WITH / DESICCANT EXT. GLASS / "INT. GLASS 71 SUPER SPACER' NXT'" •• ••• • • • • • •• • AL�IMI�UPi} • • • •p DESICCANT FILL 1.446" • REINF E • • • • OLYISOBUTYLEAL L • Q? I" • • • • • • SEALVINT SILI5/16"CONE NOM. (-r- 1.522" 040" .634" .465" -►� .617" -1.496" t • • • • • • • • • • • • • LICONE SEAL _ ! ROLL -FORMED .627" +r pN B� YLB STAINLESS STEEL .040" .802" .802" DESICCANT FOAM -` • • MCS. CLASS / I • �XT. GLASS II �7t' 1.370" �- .070" .070" 045' --►11� .050" -� I • • • • • • • ••• • INT. ljLASSHEAGLASS Is COVE ANCHOR 1a SASH STOP COVER IG BEAD zse IG SNAP BEAD O 5f16" LAMI BEAD v 7/16" LAMI BEAD • • • • • • • • • 72 D=IR:% !- SPACF•R• • • 8.1. EDGE SPACER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ,, •: No. 58705 - =a LlYJ %O�'. SAT OF A. LYNN MILLER, RE P # 58705 LU > Itw 7•- n o 2120 0 � Q O Ov M a Q J O y W O U U o "° Lu w v ¢ M 0Z O U _Z z Z _ LL O ® LU J c U' Z 1n Z O O F Z) Z cf) C) O J X U) Q LU .5 ,, •: No. 58705 - =a LlYJ %O�'. SAT OF A. LYNN MILLER, RE P # 58705 TARI F 11 Item PGT Part# Description Material 1 642001 Head, Flange Alum. 6063- B 2 624017 Head, Integral Fin Alum. 6063-T5 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A 33 ksi Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 SA Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6063-T6 BA Z Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equalaeg Alum. 6063 -TB 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 1 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A -T61 14 624005 Fixed Meeting Rail Alum. 6005A -T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cower Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25AI 624009 IG Bead Alum. 606375 25B 624011 IG Snap Bead Alum. 606375 26 624013 5116" Lam! Beading Alum. 6063-T6 27 624026 7/16" Lam! Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinylfor#624009 &#624011 Vinyl 32 724046 Sweep Lalch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063T6 34 Setting Block (1/8" X 1/Z' X4") Neoprene 35A IG Setting Block (1/8" X 3/4" X 4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 38 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .18P', Fin Seal ((it MR) 44 67S16G Weatherstrip, .170" X.270', Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187', Fin Seal (@ Top Sash Rail) 46 varies Balance with Cower & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies 70 Kommerling Kodispace 4SG TPS 71 - Quanex Super Spacer nXT See Sheet 10 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 1 jDow 791. 899 or GE 7700 Backbedding Silicone 11 HEAD INTERIOR JAMB ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB INTERIOR 122 FIXED MEETING RAIL SASH BOTTOM RAIL SASH SIDE 1s / RAIL INTERIOR ti • • • • • TABLE 10: MATERIAL PROPERTIES USED • • • • `� • FOR ANCHORAGE CALCULATIONS. • • • • •• • •• • • • •• NOTES: • • • • 1) ALL CORNERS TO USE GASKET ANDIOR>SEAIANT. • • • • • • • • • • • • 2) SOME PARTSIOPTIONS NOT SHOWN ON DIkAWING"POR CLARITY. • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Material Min. F, Steel Screw t2k 120 ksi 188 Screw O 95 ksi 410 Screw 110 ksi Elco UkraCort9 155 ksi 177 ksi 4 SS Elco CmteRex@ 127.4 ksi 189.7 ksi 1 96063-T5 Aluminum 16 ksi 22 ksi • A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi ti w a0 Y i y W O O .n.N O a O N i w N tr O 1 0c J O am Z u- m� _ Z Lu Z O 0 coo o cs f) (wj d ® a a 00Uj J >� Z U) W O 2 H ® ti � J W � = O Z IY W ,»�s ~ Z o Z v J O rn Q m Li \\�11Iun1r+r,� I N LYN N l No. 58705 ••: •k _ -gyp '• STATE OF kr s / NAL e� ,0 A. LYNN MILLER, P E. P.E.# 58705 M IAM I•DADE MIAMI -DADS COUNTY 0 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 1070 Technology Drive North Venice, FL 34275 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). sees This NOA shall not be valid after the expiration date stated below. The Miami -Dade Ctxtnty PrUviet- control- • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Eounty) respivI tte right • • to have this product or material tested for quality assurance purposes. If this pibtlttt br matd?lal fails t8o 0 0 perform in the accepted manner, the manufacturer will incur the expense of such'teViing and the Mu mass..: immediately revoke, modify, or suspend the use of such product or material withim oMisr•Jurisdictloi3! RE4s • • • • reserves the right to revoke this acceptance, if it is determined by Miami—Dade,,Cp;V4y Prod1j4sGontrajs;s Section that this product or material fails to meet the requirements of the applicableebdildilig coda.:0 s 0 s 4 4 This product is approved as described herein, and has been designed to comply "*4 0e Florida•Building • Code including the High Velocity Hurricane Zone.0000** .4000. ESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - �..I1+I. • • • • • • 4- 4 00 4 4 APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tula Wions", sheets I 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 Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M, Plasencia, P.E. NOA No. 17-0630.01 jExpiration Date: May 26, 2021 App oval Date: November 09, 2017 PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminon 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 so** I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. •0000. 0000.. 2) Uniform Static Air Pressure Test, Loading paoTFVC, TAS lQi-94 •' 3) Water Resistance Test, per FBC, TAS 202-94 •: • • . • . .00000 4) Large Missile Impact Test per FBC, TAS 24 T'94' 0 :000*: 0000 .. 5) Cyclic Wind Pressure Loading per FBC, TAS *3-94 •0 0 • 6) Forced Entry Test, per FBC 2411.3.2.1, and.TAS X02-94 .. •. • •: • •' along with marked -up drawings and installation diagram• v;� 4lipped•;tuminum.• • •: mullions, prepared by Fenestration Testing Lab, Inc., Test:Repok No. FTL-6443 '. (samples A-1 thru E-1), dated 02/28/11, and addendum letter.datqj 05/0jW14:•signed and sealed by Marlin D. Brinson, P.E. ' '.00.:6090: (Submitted under NOA No. 10-0819. 05) • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and with FBC 6th 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. E-1 Jorge M. Ptasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5u' Edition (2014) and FBC-6t' 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 6666 1. Notice of Acceptance No. 1.6-0218.03, issued to PGT Industries, 141c. for-JA4geSerieg06�6� "PGT" Clipped Extruded Aluminum Tube Mullion—'O.NEI., approved on 04/14/16 and expiring on 05/26/21.0 6666.. .. . 6666.9 660.6. 6 6666.. 6666 .. Jorge M. Plasencia, P.E. P',p6duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 6666 . .. 6666. 6666.. 6666 6666. 6666 6666 6666.. 6666.. 6666.. .. 6666.. Jorge M. Plasencia, P.E. P',p6duct 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: MULTIPLE CPENING WIDTH FOR VERTICAL MULL--{ ARCHES TO BE MULLIONS -� Ilj RECTANQULkRDE SEE DETNLS RSCRIDE WSI A•D�G,H- SHAPE 9MEET32i I `T� SEE DETAILS 1 III 1+ SHEETB 2i - I 1 G; SHEET SHEETS 2i 17 i \ III /N \ I / OPENING VERT, HEIGRT MULL FOR LENGT..i HORRONTAL SEEDETALE, MULL SHEET 3 FENESTRATION I PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. I .//SEE DETAILS HORIZONTAL `A-D,G,H; MULL SHEETS 24 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION 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. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE CF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS -FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP, 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180, THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.0 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 ONLYTWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. G) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND OF TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 81 REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACONIAGGRE-GATOR NOA'S 91 MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDFD THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL t^OPEMNG WIDTH I`HORIZ. MULL LENGTH— LENGTH I— f Ir OPENrOPENNIINGIM.M %' { HEIGHT FOR OPEN MBGN- LEUNOTh • J HCmz_VERTMULLNU L I1� TH L I14 SINGLE MULLION SINGLE MULLION �HOR vENT1CAL MULL OPENINGWIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS - FROM FIGURE 1 ABOVE. CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FEC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FSC), 5TH EDITION -ANSI/AF&PA NDS-2D1S FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI 5100-12 -AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR-TRIANGULAR/TRAPEZOIDAL-. GENERAL NOTES............_....._.._.. 1 INSTRUCTIONS .... ............. ... _..... 1 ELEVATIONS .................... _......... _.. 1 MULL TO 2X WOOD .................... ... 2 MULL TO 1X & MASONRY ......... _.. 2 INSTALLATION NOTES.....__.._..__ 2 MULL TO MASONRY ..... .......... .._-- 3 MULL TO STEEL STUD. ....--------- 3 MULL TO MULL_ ................. ....... 3 ALTERNATATE CLIPS ......... __.._.4 BAY MULL INSTALLATION __.......... 4 1 X 2 X.126 M'JLL SPECS.. ---------- 5 1 X 2 X .375 MULL SPECS __.... .......6 1 X2.75 X.375 MULL SPECS .......... 7 1X 2.75 X .65 MULLSPECS............8 1 X 3.125 X -500 MULL SPECS........9 1 X 4 X .126 MULL SPECS. .......... ._ 10 1 X 4 X .275 TUBE .NULL SPECS.... 11 1 X 4 X .375 -T• MULL SPECS..._... 11 125 X 3.188X 265 MULL SPECS_ 12 125 X 3.25 X.100 MULL SPECS._... 13 1.26 X US X.624 MULL SPECS-... 14 126 X 3.94 X.624 MULL SPECS_... 1S 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 MULLICN & CLIP DIMENSIONS._.. 21.23 EXAMPLES 1 & 2 ........ ........... ........ 24 LOADING EXAMPLES ................ _.... 25 4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/FT') FROM TABLES to THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 15 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSNFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE RFOUIREVIENT (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 CAPACI (ANCHOR CAPACH Y(LB§ TABLE ON THE SAME SHREW AN1"INOYOOR ACTUAL 9UB9iTRATF•QDNDRI0N ( MULTIPLE ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SECT AN ANEHOlt CLAP pIL7MNPLND•JEFPFY THAT THE REQUIRED ANCHOR • •• • • • • • CAPACITY IS MEI. • • • • • • • 000 r • 7) IF THE MULLION CAPACITY (LBSlFTD OBTAINED IN THE TABU I$ HIGI :HAN Aa' PF�S�R�REQUIREMENT (LOS/FT') FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LO ER AN R CAPACITY REQUIRED. WRH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFL') FOR T1 -(FEN STRATTON PRODUCT TO BE USFD AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT-) OBTAINED FOR THE MULLION SYSTE74 THE L^�R OF THCTWO SURAL AF'FLY FOR THE FWII E MULLED FENESTRATION PRODUCT ASSEMBLY. • • • • • • • • • • • • • • • • • • •• 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SFENN DING THIS NQATa A4LY FOR A PERMIT. • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as oo [ Ing with the Florida Building Code NOA-No. 17.0630.01 Expiration Cate 05/26/2021 MBYia�de Product C nt NY LYN ...... VCEAI,, *, No. 58705 --p1L; OF ' A /ONAL E�\� A. L1�1(IiJMIt1lHR;�.E. FL P.E.# 58705 DETAI L A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MASONRY \ ANCHORS L I EITHER THE i STANDARD O -^ OFFSET NULL ALSO BE USED FOR CLIP MAY BE BY \ \ INSTALLED THIS ME7HOD. d TER ANCHOR EXTERIOR -MULLION I I I SEE SHEETS i I 21.23 FOR HOLE LOCATIONS i \ EDGE c m DISTANCE I - \ �TFOR WOOD A SCR EWS .Y -MAX FOR ALLMULLIOId9 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) G Q4 . a EXTERIOR ® n —MULLION O TYP. SUCKSTRIP ANCHOR AND PER SUBSTRATE, ox ATTACHMENT SEE SEE TABLE51&138 BY OTHERS, SEE NOTE 1. N SHEETI. L) 1T yN¢ W Z LD MIN 2.7 KSI - -'' EDGE CONCRETE OR CMU 'i - I DISTANCE, UI J ~SEE SEE TABLES (n EDGE DISTANCE 1B -13B N Lr _ FOR MASONRY C r "ANCHORS a wa-, ¢ Op (n SIDE VIEW M O aLij EITIHERTHE V Z \\ S-ANDAiO OR Z U c aD \\ \ OFFSET M'JLL :) I (J 'd CLIP MAY BE w D 2' E O \ , INSTALLED BY Fy l z THIS METHOD. trFl .I 7 Q Z •- r` m 2 1,- O Q N N00 �yZBo� S LU Q Y y � r tn U z a 0 0 - Z 5 $ 0 s0 EDGE DISTANCE FOR THE OFFSET CDP IS MASONRY \ ANCHORS RECOMMENDED FOR 2 WINDOWS, BUT MAY ALSO BE USED FOR PER SUBSTRATE. OTHER FRAME TYPES. ® n —MULLION O TYP. SUCKSTRIP ANCHOR AND PER SUBSTRATE, ox ATTACHMENT SEE SEE TABLE51&138 BY OTHERS, SEE NOTE 1. N SHEETI. L) 1T yN¢ W Z LD MIN 2.7 KSI - -'' EDGE CONCRETE OR CMU 'i - I DISTANCE, UI J ~SEE SEE TABLES (n EDGE DISTANCE 1B -13B N Lr _ FOR MASONRY C r "ANCHORS a wa-, ¢ Op (n SIDE VIEW M O aLij EITIHERTHE V Z \\ S-ANDAiO OR Z U c aD \\ \ OFFSET M'JLL :) I (J 'd CLIP MAY BE w D 2' E O \ , INSTALLED BY Fy l z THIS METHOD. trFl .I 7 Q Z •- r` m 2 1,- O Q N N00 �yZBo� S LU Q Y y � r tn U z a 0 0 - Z 5 $ 0 s0 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 TI IG 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 MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS N MIAMI-DADE COUNTY, USE CNLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1(4"Z.8. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • • • • • • • • • • • 00 000 00 0 0 0 00 • • • • • • 00: • • •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '' L\CENSE'•. C� * ; No.58705 Q. STATE DF''•[V�: .K, '•. ONAL 1� 11 A. LAW kLER, P.E. FL P.E.# 5870E TWTYP.ANOHOR.ANCHOR 2 PER SUBSTRATE. aT TER ANCHOR PER SUBSTRATE• SEE TABLES 1{1138 �PERSUBSTRATF sEETAaLEslelBe PRODUCT REVISED SEE TJLZ ABLES 18-188 EDOElEND �C��yP as tompyinp with th• Florida _ 5jDISTANCE SEE TAMLG3 AND BuRdln9 dg. NOA-No. 17-0630.01 BUCKSTRIP 38 AnACHIA r • • BY EMeE.. nND EMBEDMENT" 140TE 1. SEE NOTE 1, Fjl Ifation Date 0$12612021 p / / ATTACHMEN' -- SHEET I. EY OTHERS, ° • • By dli•mi roduct Control s SEE NOTE 1, SHEETI. ' MIN 2,7 KSI CONCRETE OR CIAO FRONT VIEW SIDE VIEW FRONT VIEW 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 TI IG 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 MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS N MIAMI-DADE COUNTY, USE CNLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1(4"Z.8. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • • • • • • • • • • • 00 000 00 0 0 0 00 • • • • • • 00: • • •• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '' L\CENSE'•. C� * ; No.58705 Q. STATE DF''•[V�: .K, '•. ONAL 1� 11 A. LAW kLER, P.E. FL P.E.# 5870E DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) Lr x/ EXTERIOR \°' a EDGE DISTANCF ' ° FOR MASONRY ANCHORS a, TYP. ANCHOR \ PE3R SU3STRATE, SEE TABLES 18-138 MIN 27 KSI CONCRETE OR GMU FRONT VIEW I TVP. ANCHOR � PER SUBSTRATE, SEE SUBSTRATE, I I I \ EWE DISTANCE I FOR MASONRY V, ANCHORS THE OFFSET CLP IS RECOMMENDED FOR FIll*RAMEO 'NINDOWS, BUT MAY ALSO BE USED FCR OTMEIR PRAMETYPES. d TYP. ANCHOR BUCKSTRIP PER SUBSTRATE. / SEE TABLES 18-138 AND ATTACHMENT 9YOTHEPS, SEE NOTE I, , SHEET 1. i' .• EDGE . . DISTANCE SEE TABLES MIN 2.7 KSI CCNCKFTE OR CMU 113-13B SIDE VIEW 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, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 31 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 MIAMLDADE COUNTY APPROVED ELCO ULTRACCN OR ELCO 1/4^ S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E, Pi, s —I 1zsMINL MULLION TO MULLIONA = INTERSECTION NOTES: �7 (U -CLIP) 1) MAY BE INSTALLED IN -TEE- OR'CROSS" g o INTERSECTIONS. VARIES 2) MAY BE INSTALLED HORIZONTALLY S [SHOWN) OR VERTICALLY. an cV 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 E U TOP VIEW FOR CORRESPONDING MULLION. Z wM a W MUON NWN 0 = LLI VARIESW n CCW 812 STEEL SCRE'NS, %SELF-DRIWNG OR PRE -DRILL MULLION AND USE SM3 WQa }� v�9� C7 m m M W lauw0cry � F Z 1O (7 g O_ a z ~ m 2 LIUZ L U NfTEIRbELTION W U -CUP �' J H Z EXTERIOR Q U) Z z Z Q Q O Z WNW SEE SHEETS 2183 FOR 0. �` O EO HOLE LDCATKINS FRONT VIEW DISTANCE E ¢ Y Y ® F" BEE T30 1 Q C) p z a m m 3 SIDE VIEW 0 rc� DETAIL D: PRODUCT REVISED MULLION ATTACHED TO a5 comprying with the Florida STEEL STUD Building Code (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Expiration Date 05/26/2021 TYP. ANCHOR BY % r—PER SUBSTRATE, ® MI -1790" Product Control A / SEE TABLES 18-136 0. SEESHEETS 21-23 FOR HOLE LOCATIONS •` ® EDGE`Ytt • • • • • • • • • • • DISTANCE .\L o LYN 77� • FORSTEELarUDSTHINNERMWO • • • SEE TABLES `� a. ..........Nd, /7 1BGAANUC•MPLIA•rSVlrrWHES.BLODII1` • 1B -13B ` �'� t,10EN SF ••�(� �� ``ADE, A 26 WOOWACSr WISTVSElb • • . Q; • C� ' AjFACHME*8Y@THEiRS. • 4JSE WW&/#B: • • • • t N..58705 SIDEVIEW ••.� _ NCTES: = b 1) FOR 2X WOOD -BACKED STEEL STUDS, WOODTATE F ^ A I 1RNCHOR•JALUES MIRY BE W FD• • • . F • EEC RRESPOIRIRNG MULLION TABLAS, • • i , � 81 ETS �O, FSR QUAITIT=O FSCOEWS.• • • • ',A • • • • • • • • FLP. . 58705 ••• • • • • ••• • • • • • • • • • • • • • •••• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: n e FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) o (F-CLIP) ��' 8 iBeJl \\ SEE DETAILS / A-0, SHEETS. AND 3 FOR INSTALLATIDN TD 1-111C SUBSTRATES. / / \ \ 30• OR /-BAY MULL LIDLL N S .0 —MULLIONC0 0 O Z w O O O \ O 00 N O O OCn \ O O TOP VIEW m Y SIDE VIEW xt•.12s•. 1 sHovmwTrHrx m N M w TOP VIEW I i I=- Z MIiLICN I j TYF. ANCHOR O EXTERIOR r EALEOR1BE g = sETBLES16BZ U � g U TYP.ANCHOa EXTERIOR N m aZ STANDARD MUWON CLP I r—PER SUBSTRATE, I I Q Z MODIFIED TO FIT FIELD CONDITIONS. , SEE TABLES 15-149 m I I CSS:1 "I Z Z Q m Of 2•xRMLLLI ON EN END. MUST BE ¢ O z c 1 I 2 PER LED INSIDE 1 INSIDE OF BAY MULL I .� MULLION 1 INSTALLED F 010 1 N n o I oY I I i I I I I I I I I W J Y F- QV`�\ `1 \ II I 2'XS'X.123• \ \\ f! fn j Tn I ANGLE CLIP,U Z Q \ \ I 2 PER MULLION END, •I MUST BE INSTALLED Y INSIDE OF MUw \\ b PRODUCT REVISED x\ _TYP. ANCHOR \ YS eomplyl7 w'ih the Florida PER SUBSTRATE, \ \ Building Code 17`D680.01 /J y SEETABLE318-138 � � HOA-No. INTO V/000, (,� . STEEL, ALUM Expiration Date 5/26/2021 EXTERIOR MASONRY EXTERIOR C INTO WOOD, STEEL, STANDARD CLP TOBE _ / ALUM, CMU OR MASONRY MOOT FIR) IN-FIELD. O EXTERIOR y Mlaml-D Product Contra EOOE FEY, f ® ® ® (#) INTO WOOD, STEEL, / ALUM CMU OR MASONRY 1 {{ / EDGE D STANCE CU FER ? ' EDGE E DISTANCE PERANCHOR ANCHOR t I II / NOTES Fe45T4CA?IOI�bP1�ON•G%H: : : • • • �.��1Y.LYNN,��,,, � !' O• � �•.•' �ICENSF '•.`c i 1) USE 2 ANGLE CLIP*9jER�1�LlOIII 4. C:I�CML)S'.BE INSERTED INSIDE OF MULLION. Z � Q-. • NOTES FOR INSTALLATION OPTIONS F: ,�� = • • • • • • • r • -_ ko. 587(15 2) DETAIL"SEE WA ES 18dZ3 FO% NCFpR Q•UANW-rIFS AND SHEETS 21-23 FOR HOLE 1) DETAIL 15 NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X,126- MULLION. FOR HOLE LOCATIONS, LOCATIONS. • _- AND SHEET 22 FOR HOL r �O '.• f 2) SEE TABLES 10-138 FOR ANCHOR QUAN-ITIES AND SHEETS 21-23 3) DETAIL H: SEE TABLES ISE OR 16B FOR ANCHOR QUANTITIES , �� ATE �� 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOGATID�S • • • • 000 • • • • • • • • •oNAL �' `• • • • • • • • • •• • • • • • • • • • • • • o. A. L'S'NNIMI@.L . RE. • • • • 000 • a FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A AnchorCa Table bS .. _. SuW0ai0: 2.7k 0-M. 3.51, Cane. Mul)ton Ca Tab[* Flied Call.) PT Wand Atab1 5/16• Eko Opening Width (for ver8catysparrlirlg mulllorts) or OpmIng H49ght Oartwmlrody-sparrlm mullom) Eko WIW Elco IW SS Eloo W0 61-1 812 9tW1 e12 St.0 ArCtWt TYFa 80 in sok Uft- 70 In B0 h 901n 100 in 120n 1/I'Etco 140 in AppleGalar Ulwco 760 n Save.(G5) 8-(G5) s -(G6) 1 2 t4 U,Iar 1.oadhg 7npiTdvq. peeaogular TmpRdan¢ Load" L-dirg Loading ReotangWar Trap/Tnang. Reearww ThwMang. RecnrgUar Loading L•adn0 Loading Loadirg Loafing 1fWTres R=wgWa 7rop/7Hang. Pectaneuhr TiapfTda�g. Loa&g Loading Loading LoW ig Loading Redargllar 7tLoadin rp. Looding Loadrg Raoad fter tn6d919 Tnpirnan9. Lwdr,p X X.125 Alum. Tube 2-t!l 3AT 2' 0.40' 0.54' �$,,MulBona EdW 13161 6(i Emb-&nar4 (Ink 1-3/4` 1^•M' 1-3/4' 1.314' Y 1-U4' 1.1/4' 1-1/4' t -1/Y 1-114- T-9hal T-t S��'Mpg $y$#$eF3 -1. 2 Archon 4.75' N O.0 r Sra dad or Ulm Up (F4. 1): 380 W 9909» 430 0. 000 8» 1094 as 270 Ms 28011. ¢ M> d 11 6d 21 U 40 8 d 7 ¢ f8 dr s drc T�•.$ a2oS �e do3 Y� s� WA 421n 111.9 400 129.3 372 93.2 109 115.5 325 79.f 408 107.8 327 04.4 319 621 408.104.0 319 55.9 405 104.0 319 46.6 406 104.0 319 30.0 408 104.0 319 75.0 408 101.0 319 N G T4.8 312 838 268 624 312 73 4 252 510 312 57.0 248 632 248 41.0 312 81.3 244 37.0 712 81.0 2M N2 312 810 241 28.0 312 810 214 23.4 312 51.0 24450825h B9A 287 70.8 234 63? 281 61.5 T18 4S8 281 55.7 234 52.1 222 33A 201 90.1 220 71.9 251 49.J 219 26.62n 10.3 210 22.6 281 48.3 219 20.9�1 40.7 219 641n 525 247 57.5 277 43.9 247 49.8 202 37.6 247 44.8 199 41.5 198 20.2 247 99.4 194 26.3 247 38.4 193 210247 370 Na 167 1 W 38.1 197 78.4 24T 35118760h 2 Arnhon, Q 1.15• Min. 0..I F -p (Fp. ek 2401ba 3501b4 384 200 41.2 170 72.0 20D 36.4 760 27A 200 31.8 163 28.0 100 21.3 200 Z7.1 � 159 19.2 200 25.0 157 180831n N/A WA WA 341 r. 412 W SW ba 331 181 95.3 155 27.6 181 30.3 152 23.7 181 28.9 1241 140 24.5 748 18.4 18t 2t.3 1 f44 165 151 21.7 747 2B61n 28.8 186 30.8 142 24.3 18S 26.1 739 2D.5 186 27.1 178 27.0 134 72 h 222 130 23.3 120 18.5 139 19.8 713 15.9 isa 17.5 716 78 M 155 125 19.7 100 15.7 123 10.0 107 T8N 17A 113 I 13.2 1 104 TABLE 1 B AnchorCa Table bS SuW0ai0: 2.7k 0-M. 3.51, Cane. kb3aw GAU Flied Call.) PT Wand Atab1 5/16• Eko Eko WIW Elco IW SS Eloo W0 61-1 812 9tW1 e12 St.0 ArCtWt TYFa 911ir bxo Ulbaam 1X'Elco Uft- Umon ytC Eko 185aoon 1/I'Etco Uaaeon AppleGalar Ulwco ApprOCmin Save.(G5) 8-(G5) s -(G6) Anchor Cllp Fattems i' Mrs" t" 2-12' 3.1/8- 1" 2-trs' P 2-t!l Y 3AT 2' 0.40' 0.54' 0.324' EdW 13161 6(i Emb-&nar4 (Ink 1-3/4` 1^•M' 1-3/4' 1.314' Y 1-U4' 1.1/4' 1-1/4' t -1/Y 1-114- 1-1/Y Y 1-18' 13m, -1. 2 Archon 4.75' N O.0 r Sra dad or Ulm Up (F4. 1): 380 W 9909» 430 0. 000 8» 1094 as 270 Ms 28011. 354 0. 1401M 374151 6841, Poe N7 Oa W28. --T---20®6 350 9M . 4 Ancraa 991.15 uln_ 0 /Standad WOfaeucliO(Fm. 2):1 480 bt 700 N6 WA WA NIA N/A 3w Iba WA WA WA W WA 8820. aab WA 4 Arcrm Q J` a9n. G.C. 1(2) 2x5 Anpk CIIW / �9. Jk 760 bs _T80 -1b. ®10 0. 15601, Inaba 40 Na 580106 WA 769109 740 9M 8001 W 1092 to 002 9n 885 to 1120 t, 2 Anchaa COAT Mim O.C. I U17p, Irao.125`AIOm. (Fig. 4k WA WA WA WA WA WA WA WA WA WA N/A WA WA NIA 715 bs bfi 1 Anchor / F-COp (Fk. 5k 185 w 1951b6 2251W 445 Ih6 822 ICI 133 Na 1401, 1T" I, 370 Na 167 1 W 3321 W 173106 1701W 221 N6 260 2 Arnhon, Q 1.15• Min. 0..I F -p (Fp. ek 2401ba 3501b4 WA WA WA WA 1901, WA WA N/A WA WA 341 r. 412 W SW ba I;NCHOR CAPAI Awua l Merv. runmuw: (D p-) 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 W LL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDIT ANCHOR ANCHOR OPTIONS FROM THE AHOR CAPAC 1Y TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA31-ES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'l 1.000' �- FIGURE 3: 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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 SUG(3ESTED, APPROXIMATE HOLE LOCATIONS. t 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAQ ONS. HOLIQW OND:RQU%ILLjjD : • • • Ll .125' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE*RES*AE-WE/WEQe • • YELLCW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE6@63-T5 AWOUE A MIINMUM OF .1i5b • • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND A45' THICK (18 GRUGE). SP'RLeTURALETEpL TO BE•4T • 7' X 2' X .125' MULLION LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTIAITAT LfM1•3 SCAO THRGDS 19EYOND • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL- 18$ S.S. OR 410 S.S. •• ••• • ••• • • :00000 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code .OA -No. 17-0630.01 Etcpiration Date 05/26/2021 By Mlami-DProducon ro 01JY LYN,tV 10NAI E� .`. A. If4N INilL1�En,1 P.E. FL P.E.# 58705 TABLE 2A FIGURE 1: 27M Dor a AnchorCapacltv 3.5x Core. 1 Table b6 HOW CMU Mullion Capacity Table Iba7R2 Poled CMU PT Wood Meld Amhm T 7Pc $116" Elm Litmon V4' Elns 12lnaon "' Elco tA•uabn Opening Width (for wrlira➢y-aparrdrg mulliorls) or Opening Height (for honzonts"Pand rig 1111.1110116) 1H" Elco Ultn-n 114' ES Elea A99sGRW SrW6" Elco Ulta 114' SS Eb0ES-(35) A97WAWOr Recha 50n 60 in i. TrWT um. RAdarato Tra>'Trian9. 70 in 80h 90 In too in Rectangular Tnlprinalg. Rectangular Tmprramq- RxlviWler Trap7dan9 Rectangular Tmp(rrbn9 LaadnO L4adro LmAagdlrg •20n 140n ngular TreplTderg. R6del9dar TrL_dj,rg. Loaning I--dn9 Laadlna ISO in Redan9uar TrapROelg La.Mrq Lcadn9 1 x 2 X.375 Loading Leadrg Loadrg Loadira Loading Loadrg Loading Loading L -fm 1' 2-112' T Alum. Tube F... Mullionle' 1' '� Fa .. 1s .. =' P i A ^ r r �$3g12 [7�Ll t"T-1/Y 1-314" 1-314- 1-314' 2' 1-1w 7-ti4 1.114• 1-L4' 1 as42n 1.114" 7' " 73R• terl" 2A ®4.75' Mn. O.C. i SYalld td er olmet alp (Fill. 17 390 16e 360166 170.0 820 170.0 435 151.3 E62 1100 478 128.7 862 170.0 606 113.6 682 189.6 8t8 1009 6M 188.9 517 908 1 BB2 168.9 517 682 1888 517 S48 662 1689 517 98.740n 6641W 84616 341 ba "2 !be SBO" 121.8 507 136.0 419 1(1.4 507 1192 410 68.9 507 108.7` 403 760 507 1028 399 67.6 507 99.6 397 608 507 990 396 507 99.0 396 4A4 907 69.0 3W 38.0 507 BB.O 396 WA 80.62Sm 1W,7 54 h 85.4 196 400 114.8 378 86.4 83.3 376 71.2 466 98.3 371 400 80.9 378 74.1 456 61A 600 90.6 3Gd 64.8 658 a4.8 38G 57.d 456 '61,3 357 91.8 456 800 356 727 371 534 600 87.3 316 47.5 40D 84.0 315 427 400 523 314 432 496 e0.0 366 37.0 466 B0.0 868 3SG 400 61.8 313 30.5 400 61.8 313 32.4 28.7 456 400 67.0 81.8 356 313 NA 760 6 623 324 66,9 278 51.9 324 57.5 2A 445 324 61.2 264 380 321 46.8 280 34.6 324 43.9 07 31.1 824 420 266 37.1 234 26.9 204 362 232 26.0 324 40.5 263 722 324 605 253 224 296 33.5 230 1B2 294 33.4 233 19.5 16.8 326 294 405 334 253 230 C J 63h 661n 63.8 46.8 264 26B 67.4 252 .W.B 49.6 230 39.0 294 492 246 168 424 225 38.6 294 43.8 241 73.8 294 3AB 237 29.9 264 336 286 37.5 227 29.2 Tee 341 218 26.0 2E8 31.8 215 23.6 288 298 212 19.5 268 280 210 16.7 258 27.7 209 14.8 266 27.7 206 225 be 12n 38.0 225 37.9 196 30.0 225 322 18t 257 229 26.4 168 225 226 26.8 '0 20.0 '2:5 23.5 182 130 275 221 180 t6.0 225 21.3 177 129 226 t9.6 175 11.3 226 19.6 178 210 ore 76n 30.9 ZO2 -320 1TI 2S5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 '67 17.1) 2� 19.7 165 15.3 202 18.4 761 12B 202 18.7 100 10.9 ]02 189 158 192 9.6 8.9 202 192 1Q.e 162 158 150 941 be I 442 Ib5 78 in W IO BO in 28.3 185 16.2 192 144 127 23e 188 239 19.0 128 18d 16.6 113 192 25.1 166 144 16.1 128 20.2 1� TLO 182 17.7 192 137 159 15.7 192 18.1 157 14.2 1� 188 159 11.8 192 19.2 152 10.1 TABLE "Lt3 6ubetmte: FIGURE 1: 27M Dor a AnchorCapacltv 3.5x Core. 1 Table b6 HOW CMU Poled CMU PT Wood Meld Amhm T 7Pc $116" Elm Litmon V4' Elns 12lnaon "' Elco tA•uabn 3/18' Elco Ultmmn 1H" Elco Ultn-n 114' ES Elea A99sGRW SrW6" Elco Ulta 114' SS Eb0ES-(35) A97WAWOr eel 412 b'teel SO"(0) 7712 Steel Gen'e(G5) Aeehor CUP PaCama ® 7' 41? 3118• 1 Z -1R 1' 2-112' T 31/9' 1' 0.9Y OJ2P13(4" t"T-1/Y 1-314" 1-314- 1-314' 2' 1-1w 7-ti4 1.114• 1-L4' 1-114' 1.114" 7' " 73R• terl" 2A ®4.75' Mn. O.C. i SYalld td er olmet alp (Fill. 17 390 16e 360166 450 be WO Its 18441be 2TO Ibe 260 IN _3416 740Ite 374 Its 6641W 84616 341 ba "2 !be SBO" 4 AnoOole Q 14 "Z11 I3unm1d (or --e 1 COD (Fg. 2} 490 19e 7C01W WA WA WA WA 9801be NA NU WA WA WA _882 be e93lba 112010, 4 Anotun 0 3" MW. O.C. I RI 1x5 Angle Cape / (ZK 3, 7a0 ate 711114 610 las 1S5010a 1136 8a 540 Br SBO IW NA 760 6 "he 680 be 1802 Iha 892 be 8e516a 112010, 2 Anchors Q DAY 69rt Q.C. I UCIp, me .725 ALm (Fig. 4); WA WA WA WA NIA WA WA NA NIA WA WA WA WA WA 7151b9 1 Anchor I F421D (MG. s): 789 IBe 1B916s 225 be 445 d 822 roe 736®e 140 69 177 lbs 370109 187160 332 60 475 It9 170 ba 221 160 280169 2 Anshan ®1.75 Mln. O.C./ F421D (Fl0. BY. 210 ore 3S0 IOa WA WA WA WA 780 I W WA NIA WA WA I WA I 941 be I 442 Ib5 580189 NOTE: FOR THE Q=FSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR AS THE STANDARD CLIP. (DP ) X ( ANCHOR I:AP.ANCHOR CAP.,,,, `MULLION 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. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED a5 c9mplying with the Florida Building Codi .OA -M.. 17-0630.01 Expintlon Date 0512.6/2021 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIGURE 1: FIGJRE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. -'•� �-- 1'000" - ® 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 CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE OR,LLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRI(wJ)NS•S WNL N SHEETS 21-2. 2.000" .� apN•...... N,y�� . • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • '• • • • • • \ � �'t:,•' �\CENSE '•, ��'� CLIP MUST BE USED IN PAIRS, - . . .-7''Y d ' ' CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLYf1W PAID O LE • • .375 . ••.'p = '•, ANGLE 4) SUBSTRATES: BOCK UNIT (CMU) SHALL CONFORM TO AST90. WOOD SHALL BE PAES@URG-Tf9ATJD • • CONCRETE BM 0 • * 58705 FIGURE 4: • FIGURE 5: FIGURE 6: IjI ISI + YELLCW SOUTHERN PINE WITH AN SG OFO.55. ALUMINUM SHALL BEMI&T5 ARDBE A MMI•IUM OF .129 • • THICK. STEEL STUDS TO BE A MINIMJM GRADE 33 AND .045' THICK(18 GAUGE). STRUCTURPL STEEL TO 8E AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • 1• X 2'X.376'MULLION - _'O •;(il ( Q' _ ('T : • fit!!\ Off'., SATE F . I THE MATERIAL. #'f 0 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-5 S.S. OR 410 S.S. • • • • • • • • • • • • A. LYNN MILLER, P.E. • • • • • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 370 Mu6ion Capacky Table (IbsRl}) Opening in (for vert miyspanrin9 millions) or Opening Height (Tor hortzrint3ly-sparring rtulion6) 50 in 601. 70117 901n 901n 100 in 120 in 140 In 1601" Recten(yW TraprTneng. Retmgt8a TrWhIan0. RBarrQ" Trapp -rung. Rmt.g. T,.prrderq. Reefergt8u T.aplTrarl9. Cnadny Lwdn9 RKiNITIIm TrapRnarg. Red0rn.88r TrLwdng9. Loedn9 Lndn9 Lwdrq LO9drp Fe"dflxer Tnp71d.g Loed1C loading 1 x 2.75 % Ludng bdn9 Lwdng Lwdn9 Loading L.oadrg Lwdn98f Uali g Lwdnq Lu drg .376 Alum. Tube zr � � � �C 3_ 3�' �3 g 6 � ��r 6 � .g� #A � � �g $ I Tin! T. r3_ e� 7_ 3� 6 �p � � .� �{�r7 g c7 _ 6 3� �p egg = � }Pa � s@ i 6 r � � c5T-,� d < F d`d d& s Z da�- a`rc dc' drc 6` 42 in 1740 ego 170.0 435 170.0 744 170.0 478 770.0 8673 170.0 505 170.0 992 170.0 519 1740 1116 WAD 621 1740 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 170.0 521 1115 1301 170.0 521 48 in 170.0 708 173.0 324 170.0 950 170.0 984 170.0 982 1740 810 170.0 713] 170.0 B61 151.9 1138 170.0 577 135.5 1139 170.0 Sea 113.8 1139 170.9 680 879 1139 170.0 680 85.4 1139 17C.0 M 50.625 in 1740 747 170.0 593 170,0 am 170.0 631 1879 1032 170.0 664 146.9 773 130.5 1032 770.0 747 117.4 1032 1740 756 97.9 1032 170,0 736 93.8 1032 170.0 750 79.4 1032 170.0 796 54117 770.0 797 1740 812 151.3 801 170.0 697 138.2 807 164.7 730 110.9 727 107.5 807 148.0 714 88,8 907 111.1 710 80.6 907 140,0 708 09.1 907 140.0 709 60.6 907 140.0H111 60h 141.1 735 751.7 Q2S 117.8 735 730.3 811 .100.8 73S 1180 599 892 5$ 78.4 735 99,5 683 70.5 738 96.1 676 SBA 736 91.8 574 50.4 735 01.8 674 44.1 735 9f9 63 in 121.8 605 130,0 570 107,6 889 117.6 637 87.0 868 959 547 762 538 87.7 688 $.9 631 f 8U,9 665 78.5 SM 50.5 888 75.0 921 q.6 !7B 17.0 866 788 811 607 627 474 38.1 6B8 759 33.1 807 �,T 474 q 66117 10e.0 807 112.4 522 85.3 B07 941 311 737 B07 85.0 501 882 4$ 56.9 BDY 71.5 488 53,0 607 57,5 481 H2 807 61.4 724r 819 610 86.8 443 fi8,0 510. 77.0 434 570.3 10 84.3 12B 51.0 416 46.4 510 51.3 413 40.8 510 9o.D 405 340 510 43.9 402 299 510 44.4 399 25.6 610 84.3 761. 604 458 72.5 400 87.6 498 81.7 382 49.6 458 $4.1 385 13.4 970 38.6 430 44.B 373 34.7 488 41.8 368 289 456 37.7 3B2 219 158 380 J59 21.7 458 35.7 358 S 78h 842 4.36 67.0. 301 53.5 435 588 377 46.9 435 4B9 3B6 40.1 435 44.7 3M 39.7 435 10,0 365 32.1 d35 38.7 351 28.8 475 31.4 314 12.70 475 926 M1 141 /35 3222 alio 41.5 327 47,1 290 34.8 327 384 255 28.9 327 31.6 200 2&1 327 283 276 23.2 327 25.7 271 70.9 327 23.7 268 174 327 21.0 262 14,9 3D 18.3 255 961n 94.4 287 35A 257 26] 251 28.9 232 219 267 240 240 21.5 287 23.1 244 19.1 297 24.8 240 172 297 19.3 237 td.4 287 18.9 Zit „_, 108 I17 242 227 24.7 205 20.2 227 20.0 201 17.3 227 18.0 198 N.1 227 1fi.0 796 ._ 11112 22.1 215 Y4.7 194 18.6 215 19.1 191 16.9 215 16.6 tea 120 in 17.8 154 17.8 187 5/18• Eko I Nib• Ebo Uft- I 170^ Ek0 JUnIX0 ItA" ss E7epl 5116^ Elco `t!4• ss EEaI nu sten I =-d rttt a Aneha Type 3'18• Ekp L ln- tA• E6w Uaacon 186mnw ADpeGaoOr Uemean I AppreGebr =(Z (G5Sclew (G5J Anchor Clip Patterns NOTE: FOR THE OFFSET CUP, USE THE ANCHOR PATTERN AND ANCHOR VALUES FIGURE 1: FIGURE 2: e • FIGURE 3: .ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • � e e STANDARD CLIP. C___7lCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES ANCHOR CAPACI r 1 AY P_)X /ANCHOR CPP.,,e,,,,,,,,\ _ANCHOR CAP_ `MULLION CAP.,,o,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDLNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPAC'TY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEMVJ WIJTJIJ IS JUCIWABLI, • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR/EXACT OIME:SI0*V: SH"1-t. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE$•RICTIONWi WNiON #HEbTS 41.23 • 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 -TS AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THIDII (189G►.YGE). STSUCfUR"TIEEL TO BF•AT • LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND XT LEAST WOREW THRiADS BEi ONP • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STE�'L, lk8 S.SOOR 410 S..0 • • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU ca PRODUCT REVISED as cornpMng with the Florida Building �Goodd NOA-Ng. 17-0630.01 Expiration Date 05/26/2021 By Miami -0a9 oduet Control 111111 - 7/, ......Ly.... 4f '•, No.58705 Oma•. S ATE S�ONAL A. L�I(Iu F. hI ER, P.E. FL P.E.# 58705 til I AGLt 4A 5o in 1 60 in 1 70 in Width 1 X2.75x 71, Lowing Loafing Loafing Loafing LOadng Laedni •660 Alum. q1t Tuba nL a r�• &•Million P8g 8 P� Pe- $� b cE " o s9 -1 4 � 7AR1 F 413 aly,apallrli mJ11crs)or Opening Hdght(for h0r0xtaIV-9paMrQ MWors) a 90 In 100 h 1201. 14D In 160 In T.W71lalg. Reolanguar TA✓Tdng. Pmtmgl►0r T1,prTraIs R-angdr Tmpl7day. RecfslWler TrWrdalp. Rectrlgda Tr�WTrieng. Loadhg Loadng Loadng LOadng Lmdng WWI% L..dng Londng Lo d'Q Lowing warm u NOTE: FOR THE Urrbtl Uur, uac Inc o.ancn—'-c.+::-1.:1----'-"- ---- •'-"'- -""--- l ]ldltl.LCU—...MRC--m 1--....a:.- 4NUMIUM 6ArAGr17AW UJIMCp1 rvnnivv.. feu) X =ANCHOR CAP.- MULLION CAP.,m,.„, USE THIS FORMULA TO 04 PAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE FIGURE 1: FIGURE 2: TABLE NOTES: 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. WABLE FIGURE 3: 9ubabele: 2A Comnta F IS 3.5k Cane �- II-QAU ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: F1W Cho PT wuud Type: 5/10` Ebb Uh-n 1" El- 111tracan 0/76' EkG Ulbaoon3/19" Elu U1acon 1/4' Elco Ultacc0 il4" S9 Ebo AppeOelor L78" Elco .Lacon 114" SS Elco AggaGaNr 410 8tae1 912 97¢¢1Anchor Seaw (OS) 6aew 705)Anchor nS." C6p Patterns3-178' t" 7-112' 1' 2-17 2' 111x' 2' 0.48' 0.59'73/4" 2- 1-114 1 -IA' t -IA" 1 -IA' 1-1A" t-tA" 2- 13,'8' 2 AOClgfl 4.75' M'.n O.C. I ataWmd r 00x1 pip (Flp. 1y. 10 00 8. 1- T' 3900. 1-314• &W lb. 1314' 990 Its 1649 as 27016¢ h5 3541De 14010, 374 4 0091bs 84B lb, 3411b, 4/21W 580 W 712010¢ 4 Ancboa 1.15" Mln O.C. / 9andad (a Olhd) Cllp (Fq. 2): 480 he 700 It. NIA WA WA —16-98 WA 180 10s WA N/A WA N/A WA 6821be 8851 1120 In, 4 AnoMls I$ 3" Mn O.0 / R) 2r5 Angle G!p, 11R0. 3I 78016, 7301W 8601be 1500 {bs ID3 040 es 800 Oe WA 780 •s 7101 W BBo 11. 789210, 6F2 lb. --Tisb 2 Anna¢90.4Y Mln. O.G.I7icJ1a fao.125`Aom.(r-1041)' WA -7—g51W WA NrA WA WA WA WA NA WA lb. WA 187Iba WA 3321b, WA 473109 WA 170 lbs 227 tla 290 Q5 1 Anchor I FLIP {Fq. 5): 19510, 2251be 445 b, 022 0w 735 •a 1401, IT. Ib. 370 341 Iba 4420. 2 Ando, @ 1.15' Mh. O. C.1 FCBp (Fq_ 81 2401W �_ 95015, NIA WA WA^.' ^ WA' ^"^^9010,^ WA MIA WA WA WA NOTE: FOR THE Urrbtl Uur, uac Inc o.ancn—'-c.+::-1.:1----'-"- ---- •'-"'- -""--- l ]ldltl.LCU—...MRC--m 1--....a:.- 4NUMIUM 6ArAGr17AW UJIMCp1 rvnnivv.. feu) X =ANCHOR CAP.- MULLION CAP.,m,.„, USE THIS FORMULA TO 04 PAIN 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 CAPACITYTABLE FIGURE 1: FIGURE 2: TABLE NOTES: 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. WABLE FIGURE 3: F IS 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/CR OPENING WDTHS IS ALLO •• ••• • • • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXA,T DIMENSIANS,4BEB►SHGET9621-y3. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REST[RCTIONS SHOWN Cop •HElFrS•1-260 • FIGURES SHOW/ SUGGESTED, APPROXIMATE HOLE LOCATICNS. • • • : : : • : • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLO� ANaG�20UTILLE� • • • 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 BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .0445" THICK C' 6 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL A -r MT 3 SCREW THFtE4DE BEYOND• THE MATERIAL. #10 d #12 ANCHORS INTO WOOD MAY BE STEEL, "S.S. OFC410 S.S. • • • • • • •• • • • • • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • 7'X 2.75'X.650^MULLION • oZ MPROREVISED. EVISED complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 BY �I f 7/TN * ; No.58705 ' —7 * _ O ATE20 r' (V� FS'•.�OR7DP.•-'GC�� /ONAL IEN A LYIf N 4JII LLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • E TABLE 5A Mullion Capacity Tabic bsfie ® N F5� Opening W7dth(Far verliwlV- *ng mullions) or Opening Height(for horizcfM%-war►ir6 mdliors) s0 M m 6 70 in 301n 901n 100i. 120 in 140 in 160 in Topld ReftVal r 7Wilf03ng. _ D 5 Red 1. Trrl11711mp, R--tan Trapnrd Rea a TnplVmg Rwftngdtr T.Prr"np. Rectxnag 7raWT9.g. P-lannulx g. PeCtalWfx TraprTdenp. Rxtenpdx inplinenp. 9�+ 179 2+10.4 lwdi9 Loading laeding LaadnO Loadlrq Load60 Loedm Loatlnp 0 u� oY O 1" x 3.125" Laadtg Laadn9 Load+g Loading Loading LoodIn9 Laedhg Loadnp Loedr® l.oedry 500"Alum Tube Mul&R..Na � 8 . � 6 e�_ &.� r r n,. D i^•„" g a b a r Z' z Tvi!� ct o Ua � ca c1 u o 47E ci ei� _� s` �� a��a� `a 3 �� r a Z�� a < �� at �� a 2 �� <iz a �a�� W 0 _ 42 in 170,0 620 170g 4% 170n ILL +70.0 178 170.0 868 170.0 508 170.0 982 170,0 519 1780 1110 tro.0 521 170.0 1240 170.0 521 1700 1488 170.0 621 170.0 1735 170.0 521 154.4 18112 170.0 521 J W 481n 170.0 708 170.0 524 1700 0.x7 170.0 564 170,0 992 170.0 830 170.0 1173 170,0 851 170.0 1275 170,0 an 170.0 1417 170-0 680 157.7 1571 170.0 860 135.1 1577 170.0 880 118.2 1577 170.0 860 N � � 50.815117 170.0 70. 170.0 663 170.0 895 170.0 831 170.0 1046 170.0 664 170.0 1185 1ro.0 723 170.0 1345 170,0. 747 170.0 1484 170.0 758 141.7 1495 170.0 756 1215 1495 170.0 756 708.9 1495 170.0 756 w O 541n 1700 797 170,0 512 1ro.0 856 1780 891 170,0 1118 170.0 754 170.0 1275 170,0 803 166,1 140.1 170.0 837 149,5 14M 170.0 858 124.8 1401 175.0 Mi 106.8 1401 170,0 881 93,4 1401 170.0 851 m 0�) U CO 001n 170.0 885 170.0 701 170.3 4063 170.0 797 1583 1158 170.0 ale 138.7 1155 1870 928 123.3 1156 160.5 I 917 111-D 115s 1487 010 92S 1158 144-5 903 79.3 1156 144.5 903 �,! 1158 1M.5 g03 H Z � 636 170,0 930 170,0 745 1598 1049 170.0 850 737.0 1049 155.5 880 119,5 1049 141.7 &6 106.6 1049 1320 836 95.9 1048 125.5 828 79.9 1049 119.3 RO 68.5 1049 HAS 819 59.9 9048 +16,0 819 Z U = Bailin 188.6 OSS 170,0 789 139.0 0.55 151.3 804 119.1 955 133.7 lee 1042 966 121.4 775 92.8 055 1126 785 83.4 055 106,4 757 885 855 09.8 74B W.6 955 98.7 710 521 956 96.7 746 U N Z LU g 10 W a _ j 721n 126.5 6W 134.9 697 107.0 303 114. 682 91.1 809 101.7 070 80.3 003 913 659 71.4 663 83.9 i 649 642 803 78,8 642 535 003 71-1 631 459 603 89.8 '626 481 003 M.7 627 � (n o:Z 721 970 818 78.0 Mt 85.1 606 80,3 721 76.5 596 80.7 721 70.1 586 64.6 721 85,4 579 45.5 721 59.4 509 39.0 721 50,6 564 34.1 721 56.1 SW � C J n 76 in '09.2 721 114.1 d29 01,0 37.8 884 508 034 Z ~ W it in 101.0 6M 400.4 509 84.2 604 89.4 587 722 6M 78.4 578 63.1 864 70.4 567 $8.1 684 64.4 568 50.5 864 59.9 551 421 804 54.1 611 34,1 884 01.3 535 Q N 412 514 30.4 406 2D.9 614 29.0 403 Z 90 in 65.8 5'4 67.8 456 M.8 514 57.3 448 47.0 514 60.0 440 41.1 514 44.0 433 36.5 514 40.5 427 328 614 373 421 27.4 514 33.0 23.5 sA't .. 00 __..... .. 40.0 300 33.9 452 36.4 3M 30.1 452 32.9 378 27.1 482 30.3 373 22A 452 20.0 355 19,4 452 24.2 350 16.9 452 12.8 355 a V) y o� a WIn 54.2 452 05.7 404 45.2 462 47.0 305 38.1 492 1086 381 357 38,9 322 34,7 357 37.7 317 27.2 357 264 312 23,6 357 25.2 308 21.1 357 71.7 3W 19.0 357 20.6 299 15. 357 18.0 293 13.8 367 18,2 287 11. 357 16.0 183 o W N r Y _ 293 338 3C.1 301 15.0 338 26,1 296 21.9 338 23.1 ZBZ 18.5 338 20.6 258 17.5 338 10.0 2M 148 338 18.6 278 125 338 +4.8 273 11A 338 130 269 r Y Cl) 0) (n 111 h 35.1 338 35.8 308 289 18.1 252 15.4 16.3 249 13.9 209 140 248 17 8 210 12.8 74C A9 289 17 4 236 6.7 289 10.4 232 2139 U X <- O :20 6 27.7 189 281 183 23.1 269 23.7 259 19.8 289 20.5 738 17.3 L) 0 d Z U TABLE SB CAPACITY ADJUSTMENT FORMULA: An a m0 O n� -- MehorCa Table ANCHORCAP,,,�7 Holm CMO FIIeO CMU In Wood Metd (DP_)X( )=ANCHOR CAP.".,,, Q g!g "� N i--.+ suraM.. 1.7t C5Krde 35k Calc, MULLION CAP. „„ We eco 1/4" SS B[o Y1S Eko Il4' 5S Ek0 010 Stat b123ted W12Sted Ancna lypa 3116- EI[o Uft-W tie Fkou9auon UiOum 3'10EIc0UII=. 1/r EkoUm4-•on A07.3tr U11- AgglG.tx S- (W, SMW(GT S-(35) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Mohor COp Patteme t" 2-v2 2 3-tre^ 2' o ae- 9.54' S.32r CAPACITY REQUIRED" CORRESPONDING TO AN ax compiling with the Florida haw Wstarce pn} +" 2-1/2' +• 2-v2 s.t/s t• 2-v2 t,vr t-1M' 1-1!4" 2 ti3v 138^ Wnes ACLUAL PRESSURE REQUIREMENT FOR THE Eullding Cotle NOA-No. 17-0630.01 Em10eflnvA R. 13/y" tea' 1.914' 134' Y i-Va' 1-Vr t-1/4" ft 6BO Im 1644159 270 Ca 26090 354105 1401m 374 Im 664[4 0451. 3411bs 442;9 Swa OPENING, WHEN IT IS LOWER THAN THE MULLION 2 A�KMn®4.75'MIR O.C./6tarM7x4o0am Mi, (Hg 1} 390IDs 390 to 450 N/A :len tx NIA � �WA N/A N/A WA 68263s 965 Me 11ii IN CAPACTrY(FROM THE TABLE) OF THE SELECTED Expiration Data 05/26/2021 4 Amh=C I.W MIR O.0 I SIVIONO 9l+ C )C+p 09. 2} 400lbs 70090 NIA WA WA 7601m 748 IN mi. 1692 On 982 ms e858x� �fiiii MULLION. IT WILL YIELD A MINIMUM ANCHOR 4Aneboa®TM6. O.C./pj2s5ArgleC"f093. 3} 780.5 780 to 6W its15W Im 16961b5 5a01M 560 a4 N/A WA WA NM WA 1073 Ms CAPACITY WHICH MAY BE USED TO QUALIFY BY-._!.'... _ 3 AKintxa Q 0.45" Nln. O.C. / UCap, Wo.+2S A6rR (FIQ d} N/A WA N/A WA N/A WA WA N/A tUA N/A -187103 9321m 479 170 m9 2211bs 280M ADDITIONAL ANCHOR OPTIONS FROM TLIE Min mt-0 ePfgdUCt 1-"-Pi( A. 3} 1951Ds 1W It. 2ffi 6a 406 ItB 822166 7351os 1401oa 177106 37DIm WA WA WA NN NA I IUA 341103 1 4421L6 1 560 h9 ANCHOR CAPACITY TABLE. 2MCInn®1.Irmm O. CJ FfVft. RI 240017 I 350105 I NIA I WA I WA I 190ts NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3125„ •• FIGURE 9: ••• • • • • • •• ` aQNY....... 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EWACT DIMENe1075, SCE 31ELiS 29-230 • O%Nk: Stl 2123. • • �� 1,10ENSE • :�� i • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE ICTIONgg i • • • • • • • • _ �' ••. P . • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS t • • • • • • • • • �_ * ; No. 58705 •• ••• AI? ♦ •� • •• .500" GROUT-FIAU �-- - *- ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW 1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED Q ` FIGURE 4; FIGURES: FIGURE6: YELLOWSOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,12,^ PX3.126"X.6°MULLION �O SATE - 44 A •-.- i s THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' TRIC KI Q GE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL BHALL�) FND R NST 3 �REW TSI �S L3EYOIt • (1"VF MULLION) INTO WOOD MAY BE STEEI•'�-8 S.S. R 410 5.5• • : • : t, 'I :tis '•. 40R.. P. ••'G�'�� ''/S10NAL E� 0 THE MATERIAL. #1 D 8 #'2 ANCHORS • • • : • • • • • • • • • • • e A, LWNNIMIdh0 P.E. • • • • • • • • • • FL P.E.1l 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 05 FIGURE 5: FIGURE T AnchorCapad Tabk Ibs Mullion Capacity Table (mste) SubsLatn Opening Width (forv6r6rnl -sp-rig mtAlons) or Opening Height (for horizorleity-spereirg mlIDons) 3.5k C011C. 50. 60h 70 in WIn 90 in 190 in 120n Anchor Ctlp Padem• 140M Ica h. UDacan R.A.gular TnprTnan➢. Recte"94 T.p/T6". ReclangWer TniplTneng. Reo01now" TlasYi)IanLL Recto oq TWTAcn9 Recl.npYr Tmprrdang, Rmf-r T.gTneng. Raclan W Tmird n g. Recta • T•p/Men0. 1 %4X.125 Ding Lmdng Lowing Lnedng Loafing Loadn9 Lancing Laedag Lmdhg L9edw Load"➢ Lwdng lowing Loecin9 L -SM Lm Qrg L.adrg L4adna Alum Tube � � �.. A: �Mullion fl fl E C 3.14P 1-116' T _ - -7 0.46'M 1-Y6' 73,9' 0,324" 7611es } fl &8 Til 45016. 164416. 270 Ws 7A0Ias ]54 6a 7401ba 37424 MA Ibe 94616. a}t55i is ��. z 8a s 2 8 io a 's arc 580 lb, 42 in 170.D 620[17.0 435 170,0 744 170.0 4T8 170.0 868 170.0 505 170.0 992 170,0 519 170.0 1116 170D 521 170.0 1240 170.0 621 170.0 14N 170.0 521 145.9 1489 170.0 521 177.8 1489 170.0 521 481n 170.0 708 624 170.0 5W 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 B61 170.0 1276 170.0, 677 166,3 13W 170.0 680 130.3 13M 170.0 SW 111.71 1303 170.0 680 97.7 1303 170.0 680 50625 h 170.0 747 563 170.0 093 170.0 631 170.0 1049 170.0 664 170.0 1196 170.0 723 158.1 12M 170.0 747 14x5 1235 170.0 756 117.1 1235 170.0 750 100A 1235 170,0 756 67.6 1235 1700 756 1770168 170.079'7 012 170,0 953 170.0 691 170.3 1116 1700 764 154A 1158 1700 Ban 1372 1158 170.0 837 123.8 1158 170.0 856 1@.9 1168170.0 881 88.21159 ;70.0 061 77.2 1tm 170.0 061 00 In 110.0 865 701 1867 1042 170.0 797 142.9 1042 161.1 632 125.1 1042 146.7 515 1111 1042 138.8 801 100.0 1042 130.2 791 834 1042 125.1 782 71.5 1041 125.1 762 62.5 1042 1257 782 1n 170.0 9:0. 745 1512 992 163.6 BIB 129.6 IN 144.4 799 113.4 992 131.0 782 100.8 982 121.4 766 907 992 114.8 756 75A ➢91 105.4 745 04.8 992 100.0 744 88.7 992 MO 744 88n 763.0 017 789 737.6 947 146,0 788 118.1 047 131 788 107.! 947 1177 751 81.9 847 106J 730 82.7 947 1022 727 OOA 897 85.1 773 59.1 947 94.0 717 51.7 847 940. 711 72 h 1368 849[73737 WA t131 849 121.6 771 87.0 849 1069 708 04.9 849 95.4 898 736 049 89.7 608 878 649. 02.7 075 668 04➢' 75.3 659 48.6 119 726 652 42.5 849 724 661 76n 115.5 76285 WA 86.3 762 IVA 652 B25 762 900. 640 R2 752 80.9 029 04.2 702 74,2 620 570 762 692 613 44d 78262.8 602 413 762 58.9 597 38.7 762 590. 598 i 751n 108.9 72434 NIA 88.0 724 846 821 76.3 724 020. eo9 00.0 770. 74.4 ss9 590. 724 66.1 691 514 726 630. 583 415 731 67.3 573 382 721 54.3 567 33.4 72! 33.5 S0 goin 69.0 54303 1120 b9 55.0 043 60.7 474 49.T 613 52.9 466 435 643 47.1 468 36.6 643 42.8 452 34.8 543 396 446 29.0 613 34.9438 24.8 513 321 430 21.7 543 30.7 428 901n 673 41027 47.5 475 497 419 40.9 478 432 412 36.8 476 38.5 408 MA 470 34.9 400 287 478 320 395 230. 478 26.1 386 27.5 479256 390 17J 478 241 376 1001n 40.3 37741 33.5 377 34.6 335 28.4 377 30.0 330 25.2 377 26.8 325 224 377 24.0 321 207 377 220 317 168 377 19.0771 17.137.1 38723 30.9 367 31.8 318 26.4 357 27A 313232 357 240. 309 20293 30079 212106 24S 30e M.1 274 21.0 306 21.717.0 TABLE 05 FIGURE 5: FIGURE T AnchorCapad Tabk Ibs SubsLatn 2Tk Can:rde 3.5k C011C. W_ cMu Few CMU FT Woo4 I Mehl Anchor Ctlp Padem• Andwr Type 3110 Elco UOacan tM' Ebo UDacan 5116' Ebo Ultr4con Y78" Elco ur mm IA' Eko umwm IW SS Eno AW,,,i r 5118' Elco 1/4" SS EIN 870 6104 912 Steel tttlewn ApgreGalm Sc.w (GS) screw (0.5) N12 Sten! Screw (G3) Edge getano4 (nT 1" EmOed,�ynenl M 1-314' 2-117 1314' 1' i -y4" 2-772' 1-514" 3-1/8' 7 1' 1-174' 2-12' I-114' 1' 1-t/d" 2-trr 1-1/d" 2" 1-114^ 3.14P 1-116' T _ - -7 0.46'M 1-Y6' 73,9' 0,324" 7611es 2 Archins 0 4.75 Min. O.C. I Btand W OShat G47 V M. MU 330 be 3901b8 45016. 890 Ibe 164416. 270 Ws 7A0Ias ]54 6a 7401ba 37424 MA Ibe 94616. 311 Na 44216. No We 4 Anahas 02.25MIn.O.C./6hrtdnd (or O9.a1)CIlp IF19. 9): 7001u 70016, 580 lb, 1et01bs S521be WA 58 . WA 630 Me WA 800 !be WA 622106 0851be 1120 Me 8 Arches, ®1.15 Min O.G / 6hna•a (orO ) CAp (FI& 47 IMO Ds 1400 Its WA WA WA WA 760 IN WA WA WA WA WA 13G.i Ibs 1770168 2240 0m 4 Amb. Q 3" Min. O.G / (2) 2s5 Angb Clips / (F80. R 760 be 7501be 680 1b. 1580 OR 1896 6s 540 0n No RA WA 76016, 745 be 6601tr4 teat 9. BB216s 0e51be 1120 7m eAncean®]"Mm. O.G1 R)265 Angle C8pa7(F'g. 8): 1770104 1570 U. 1020)b. 23406, 28449. 61068 6401be WA 1NO Ibe 112217x 1320104 26]868 1N11bs 732716, 1680 oe 4 AMh" M DA5 Min. O.C. 11]41 , h:9,126' AMn. (Fig. 7): WA WA N/A WA WA WA NA WA WA WA WA WA WA s1M td30 be 2 Arohma B 225" Mn. O.C./ F. q IF19. 8): WO be _ 350 5h 290 it. 705 Ds 476 ft WA 28016. WA 315 iFe NIA 440 me n/a 341 Ibs M21Le 580 Ibs 4 Arch= A 1.15' Mh. O.C./ F -a (Fb. 9): 480 ba 700 be WA NIA WA WA 3B0Ibe WA I WA I RIA WA WA 882 Ibs 88568 1120 b9 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. , FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE B: FIGURE 9: 111 • • U. 0. FIGURE 5: FIGURE 5: FIGURE T ANGLE CLIP (FIGURES 5&6) MUST BE USED W PAIRS. TABLE NOTES: ANCHOR CAPACRY ADJUSTMENT FORMULA: (DP,®) 0(/ANCHOR CAP.r,,,,,,�1 _ ANCHOR CAP.,,. `MULLION CAP.,a,,,,,e, 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 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. • • • '414S • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN IOR 4PENING WIgTH$+S FVLOjP'AByE. • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXAC'I"AE146,OMS, SEE 4HEWN S1-23. POLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTANS SH8W1NPON%HATSt1-2S. FIOURES SROW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 41,404, • • • • 0 • • 4) SUBSTRATES: CONCRETE SHALL CONFORM 1 U ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE OOSO-TSANS BE A MINIMUM 0%.625"THICKAETEEL • STUDS TO BE A MINIMUM GRADE 33 AND.C45' THICK (18 GAUGE). STRUCTURALSSTEEL TO BEAT LEAsr.1S5' T•'ICI• AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEZ3 ST SCF2EW THREAlFREYONS THE MA1tRIAL. #A & • #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 4i .So 0 • • • : : • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --� 1.000' �-^- 0' L .125' 1"X4^X.125 MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ` \'taON GENgF ��C%1 No.58705 7f -' 0, SATE F ' .SYONAL A. LSh4PY MILLeK P.E. FL P.E.# 58705 - I/iDLC l0 1.062' ,'- Mullion Capa•tty Tabb IbaIR) Anchor Capap TableObs) 2) LNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPI3•r•B V*DWM 131ALLIEWAB•E, • •RE" Opening Width( eerBcalty-spemil0 miAons) orOpenlrg Haig ht(for horizontally -Spanning mNtlans) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND 50 In 80 in 70 in got. 901n 1 o01n in In 27k C-ste 140 W 160 W Ao:t-w TmprNarg• RectmAdm TmPW=9- Reel n", TWI`rd.ng. R..UVJr Tmwftng, ngulr TepJTnrr. Reaengular Traprrdr,g. Reotsnguler Tr.p/TrivO.[17 RNA.Wulr Tnp/Tnarr. Rectenod. iWrTrie,9. 1x41,.37. L.adrg LOadng Lo9dn9 Loodag LoOdmg Loedrlg L.adng L.Whg Lording L..dn9dg L.edng L -IN Lowing L.ndng L..ft Lading Lowing Alum. Tube 9 a•Tw l9ka.a 114" SS Ebo 5/16' Etc. t/4' SS Eko A9gaoearc Ualuon AggreGbWr a 612 SUM *12Se E49. amu.. Ml Mullion2'./211 2-112' 1' 2-10" 3.118' 1' 2-172' 1" 2--/7 7 311E 2' 045 0.54" Enbednee (W1 1.314" 1514 1.314- 1-314" 7 170.0 620 1700 435 170.0 744 170.0 476 170.0 880 170.0 500 170.0 992 170.0 519 1700 1116 IT 0 621 1240 170.0 521 170.0 1488 170.0 621 170.0 1736 170.0 521 170.0 1963 170.0 501 481n 1700 7410 170.0 024 170.0 4150 170.0 584 170.0 692 170.0 WO 170.0 113J 170.0 681 170.0 1275 170.0 i77 /70.o 1417 170.0 690 170.0 1700 170.0 680 170.0 1883 170.0 880 151.8 2024 170.0 580 50.02Sn 170.0 747 170.0 583 1700 696 170.0 631 170.0 7046 770.0 604 170.0 1195 170.0 771 17o.D 1305 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 756 158.0 1919 17x0 756 136.9 1919 170.0 756 $41. 17C.o 797 170.0 612 /70.0 966 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 IW4 170.0 856 159.9 1799 1700 861 137.1 1799 1700 861 120.0 1799 170.0 am 60 in 17¢0 896 170.0 701 170.0 1063 170.0 7W 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170,0 990 155.5 1619 170.0 1033 129-6 1619 17MO 1063 111.0 1619 170.0 105J 07.2 1819 170.0 1003 631n 170.0 930 170.0 743 170.0 1116 170.0 850 1700 1302 170.0 940 170.0 1468 170.0 1015 166.7 1542 170.0 1076 141.0 1542 170.0 Ila 717.5 1542 168.5 1150 100.7 1542 1870 1157 410.1 1542 157h 1157 q A1. 170.0 974 170.0 789 170,0 1169 170.0 903 170.0 1364 170.0 1002 160.1 1472 170.0 10M 1421 1472 105.0 1140 128.5 1472 Isa.8 1130 107.1 1472 147.8 1100 ata 1472 146.0 1104 00_3 1472 146.0 1104 72 In b 170.0 10m 1700 878 170.0 1215 170.0 1009. 150.8 1320 -168.2 1101 1320 1320 149.0 1082 117.1 1320 137.8 1088 1050 1320 128.8 1048 86.0 1320 117.0 1024 76.4 1320 7128 1013 88.0 1320 7125 1012 .4 76 In 170.0 1122 IMA 937 149.6 1164 159.4 1013 128.2 1184 139.9 994 1122 1184 125.7 670 99.7 1184 115.3 984 89,8 1fa4 107.8 952 74.8 1184 97A 935 64.1 1154 93.1 927 56.1 11& 923 025 7 781n 186.1 1124 770.0 667 138.4 1121 147.0 965 1fa.a 1124 123.0 947 1038 1724 115.6 231 923 1124 108.8 916 83.0 1124 99.5 Sea 69] 7124 89.0 fl80 59.3 7124 84.3 881 51.8 1134 812 676 90 in 108.1 8M 111.5 750 90.1 5M 94.3 736 77.2 B4/ 62.1 724 67.6 8H 73.3 712 60.1 $44 66.5 702 64.0 aM $1.4 693 45.0 611 542 878 38.fi 844 50.0 868 318 814 47.7 66Z 961n 59,1 742 91.5 653 74.2 742 77.2 662 63.6 742 07.2 841 $6.7 742 59.6 931 43.5 742 64.1 671 44.5 742 49.8 614 37.1 742 43.6 500 310 742 390 690 27.6 742 37,5 581 1006, 620 5a6 am 530 62.1 666 63.6 521 44.7 SW 46.6 513 39.1 588 41.4 605 34.6 586 37.3 498 31.3 580 342 492 26.1 5116 29.6 481 22.3 586 26A 472 19.5 556 24.7 166 1111n 67.8 666 W.8 603 48.0 555 49.5 495 412 5% 429 487 360 658 38.0 480 32.0 6% 342 473 28.8 656 11.3 467 24.0 555 27.1 457 20.8 555 24.3 440 16.0 555 2Z.4 442 1201n 46.8 475 H.l 433 38.0 475 76.0 426 228 475 33.7 420 26.6 475 29.8 414 25.3 476 28.8 409 229 175 24.5 {04 19.0 475 21.1 995 10.3 175 10.7 307 14.3 475 17.2 381 I" In 284 330 28.7 30.` 220 330 224 301 18.9 330 19.3 297 16.5 330 17.0 293 2aD IIA 70510. 476810 WA - I/iDLC l0 1.062' ,'- Anchor Capap TableObs) 2) LNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPI3•r•B V*DWM 131ALLIEWAB•E, • •RE" 3) NULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOREXACT DIMNSIO"`. SE@ 4�OJrSHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI(t SlOt�♦I2EAR$1TIC:S SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APFROY" Hj3 C y S.•4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND S.W.W: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHAT L BE 27k C-ste 3,Sk Carom. I H.IrO.Cmu THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12y yiICK Alf A36. ALL';%gC ORS• INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BiTHg4MATEJIAI♦#1�& #i2 • • ;-i( Filed CMO PT Wood ! Anchor Clip Paden Anclwr Type: 3M6 Ek. Ultmo.n 1/4" EW0 9ttma.n 578" Eteo Uaaxrt 3118' Eko URawn tl4' Elco l9ka.a 114" SS Ebo 5/16' Etc. t/4' SS Eko A9gaoearc Ualuon AggreGbWr 910 Steel Som(GS)IS-(35)G5) 612 SUM *12Se E49. amu.. Ml 1" 2-112' 1' 2-10" 3.118' 1' 2-172' 1" 2--/7 7 311E 2' 045 0.54" Enbednee (W1 1.314" 1514 1.314- 1-314" 7 1-Y4' 1-1/4' 1-1/4' t -:A' I -W- 1-1/4" 2' 1.3/6' 1-3A".92 P24V Anohw C 4.75' Mkl. O.C.I SWAwd a Irfaet Clip (Fra. 1821 390100 3901bc 450 lb6 le44 It. 270 ib3 2301.1 354 Its 740 Ye 374 In 06410.4 me IW 341 IW 4421.54 Anawre Q 225 Wt O.O / Stand•d (aO� ) Clip (Fr. 31 TOO I0a 700im 580Ib. 1410 lbs 052 lb. WA sm it. WA 630 8a IUA 880 ale NA 682 be OWN Ibe.8Anho6 D 1.15Nit O.G I SwAlad (0,0.01) Clip Fig. 41 OW I" 1400 Ib. WA WA WA WA 7W th W'A WA WA WA IVA 1363 St. 17701bes4 Arolen C r W.. O.C. / M 2x5 An& GW. / 0'r- 51 7801.6 7641 906 650 Its 1500 its 7695106 5401bs 560 it. WA 760 Ha 746 b 5W1410 1692 Ix 6821.. BBS It.a11701b. 11701be !ON 11. 23401!. 2944 8v 810be 8401M W'A 114D Ike 1122 65 1320M 2h36 We f0221b. 1327 Itsa 4 Axhols®0A5 Min O.C. 1 L1/31p, k,W.125"AW.(F19. 71 WA WA WA _ WA WA WA WA WA WA WA N/A NA WA N/A s4S0•c 2 Aruhaa C 225 Min. O.CJ Ftp O=p. B1 3W" 35016. 2aD IIA 70510. 476810 WA 2801.0 WA 31563 WF 440 Na NA 341 be __412_IM 560 Bn 4 An:hon ®1.15' Ma. O.CJ FLlip (Fig. 91 480 h. TOO lbs WA NIA NIA tJW 3001. K'A WA WA N/A MA 682 to 885IM I im ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHORPATTERN AND ANGHUH VALUES AS I HE S FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGUREB. FIGURE9: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 596) MUST BE USED IN PAIRS. RIVI:HVK 1:H1'A1.11 7 A (OP-) 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. AN DARD CLIP. -"j TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1.062' ,'- ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPI3•r•B V*DWM 131ALLIEWAB•E, • •RE" 3) NULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOREXACT DIMNSIO"`. SE@ 4�OJrSHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI(t SlOt�♦I2EAR$1TIC:S SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APFROY" Hj3 C y S.•4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHAT L BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125THICK. STEEL STUDS T dt% MIAIDem GRA(i33A0.P43'' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12y yiICK Alf A36. ALL';%gC ORS• INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BiTHg4MATEJIAI♦#1�& #i2 • • ;-i( 4- .37f T ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. • • • • • • • 4i M ID ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W❑ (Dt' T Y W 9 Z W w O x W J � 2 x W o Co CW7 x PRODUCT REVISED as eomplying with the Florlda 8ui1din9 Cod• NOA-No. 17-0630.01 Expiration Date 05/26/2021 ANY LYNN i `a��: ' L10ENgF ' •%� 7ZO pL EN,.. A- LYNN MV4ILEll, P.E. FL P.E.# 58705 r- TABLE NOTES: Murton Capacity Table Ih • ':)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAUING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Opening Width (for uar6ralry•aparnng mumons) or Opening Height (for hodzortal"p6nNng mJliorls) 50 in • • • • 60In ® 7D In ANGLE CLIP MUST BE USED so b so h lc0'n 1201n 140 h 160 in 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND in4JTdnrg. RectrnpWan Tmp?ian9. Reobn9ular TmpRdatg. Re gd4r TrcNT�^0 alPdr Tnp7naig. ReeEenptlu Trap/Tilwnp. Rh:tanpAu hap,TrauO Rrstenylx TrarnLia�p. Reztmwler TnpRrIwm 126" X Lotting Waging Laedn9 Leadn9 LoWN Lotting Loedm9 Laedn9r6g Laednp Loading Leodng Lmdn9 Loadnq Loafing Lezdn9 Laadn9 Laadkp 3.6" Al XTIAll #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • •• • • • • • • • • • • • • • • • ••• • _266'•AlumL8Tube Mus'�� s a� s a� 8 a� s°� S� z: 5 -S� °� 8� °� Siy 9 `� B .§� 6� say 3 8Bk [41i �$ �� z'� az x sd 9� arc �d42 in 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 519 1116 170.0 521 1700 1240 170.0 521 170.0 UN 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 431n 17°.0 860 170.0 5& 170.0 092 170.0 630 170.0 1133 170.0 661 150025 in 170.0 717 896 17"bat oaO IM 17a0 884 17&0 1195 170.0 723 . 1345 170.0 747 197.0 1466 170.0 756 139.2 1488 170.0 756 110.3 1468 170.0 766 104.4 1468 170.0 758 640 '70.0 956 170A 691 170.0 1116 170.0 764 17&0 1273 170.0 803 163.1 1376 170.6 W7 146.8 1316 170.0 856 1223 1376 170,0 861 1049 1376 170.0 a61 91.7 1378 170.0 eel 601n ;70.0 1053 170.0 797 1569 1159 170.0 070 139.0 113° 101.4 830 123,8 1158 1 W 919 1112 ti50 150.0 912 WJ 1168 144.8 905 79.4 1158 144.8 905 69.5 1156 144.3 603 93 in 170.0 1051 170.0 850 137.2 1051 155.6 862 12&1 1051 1420 845 106.7 1051 132.3 837 95.1 1051 125.7 630 60.1 1051 118.5 822 83.6 1051 116.1 021 6D.0 IC51 119.1 921 661n 161.1 957 151.6 605 119.4 957 134.0 790 104.4 057 IVA 777 92.3 957 1129 757 a3.6 957 108.0 758 69.6 957 100.0 750 69.7 967 06.0 748 62.2 067 09.6 748 721n 125.7 004 1152 68• 81.9 864 101.3 671 80.4 604 91.4 850 71.5 804 84.1 650 84.4 004 7&8 643 63.6 804 723 633 44.0 804 60.0 629 40.2 804 eell 628 J c 761n 109.4 722 97-2 616 782 722 05.3 606 68.4 722 76.7 696 60.8 722 70.3 688 04.7 722 065 580 45.8 722 69.5 570 39.1 722 56.7 565 34.2 722 592 664 SPe 75 in 101.2 685 69.6 588 723 036 76.6 071 63.3 6e3 70.5 %8 592 885 84.5 56° 50.6 685 60.1 553 422 685 IW3 643 36.2 686 51.4 537 31.6 685 50.7 536 solo 859 516 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.8 515 4C.6 425 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 516 29.1 404 e61n 54.3 453 47.1 397 368 453 41.0 391 33.9 453 36.4 385 302 453 33.0 379 27-2 453 30.4 374 22.6 453 2&6 366 19.4 463 24.3 300 17.0 453 22.9 356 10p In 78.1 355 32.8 318 27.2 350 28.4 313 23.8 358 25.2 308 212 358 22.7 300 15.9 3531 338 30.1 JO1 25.1 335 2&1 297 220 336 232 29J 19.5 336 20.9 1&1 205.8 290 23,6 260 194 290 20.5 Z`+0 17.4 290 182 253 4:30419,113-M20.8 15.4 290 164 ____Tl61 TART F BB 4ncha7yWR %l(rFlco Ufimw. I t/4'Eko Ullnew AncharCl'Ip Patterns FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND 3M6'EIcoUtra01 I V4'Ek0U0xW1 5116• Elco' 114" 55 Eko 1610 M1 UtWM A99MG" SCM (05 R ANCHOR cn. (D_)X (MCCAAP.,,)= ANCHOR CAP, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAFACFTY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WFIEN 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 FIGURE 1: FIGURE2: TABLE NOTES: • ':)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAUING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 000 • • • • • • FIGURE 3: ® ANGLE CLIP MUST BE USED '• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. 4R FJCACT D ENSIQ J RFS CT E SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING QjMENSI(* m'% SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLT LWXWONW • •• ••• •• • 3.168" • • • • • • • .265'IN • • •• PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4' FIGURE 5' - FIGURE 5: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL DE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE { • 606375 AND BEA MINIMUM OF .125' THICK STEEL STUDS TQpB& A V1tj!4UM GRAPE 33A" • .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEJWT.125- Th&CKAND A96. ALL • • l 6N�l.180' X.265' MULLION • • VF MULLION) T ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWOWEADS •EYOND TNE1.41.TERIAL (1=l/4' • • • • • #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • •• • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying or with the Flida Bulldin NOA-Ngg Coda . 17-0630.01 Expiration Date 05/2612021 eye ' Mlami-0ad roduct Control `1111111111/j/AA/'• "\ '04 7 `�� .•' LICENSE * No. 58705 TE S70NAL 1/111 IENG A. LYNN MILLER, P.E. FL P.E.# 58705 �I a TABLE 9A AnchorC achy Table ba _ MuObn Cap4oRy Table (6sMk2) auMireb: Opening Width (for wrtl:elly-SpBnNrg midpons) or Opening He ht (for horizontally-sparW ng rmiloria) 3.6k Con, 59N so in A 701n BON 90ii foo In 1711N ADIn 160 in P -tar alar Teayman9 Reouricular Tralondaa9- R.O.W.r Tnp`i"Im. P-Iniuisr TraprMan9 RaX guar Tap'Tdano Raatue9ular TfppM C. Roetangut5r Tnp'nian. LoeiIn9 Loading Loed9p Lading Raotsngller TnpfMang Loading Loadim Rucalgldar Traprrdang. Loading Loading 1.2613.25 L ding LaWno Loading L-1.1 Loading Laadng Lading Loading Loading L.and'n9 1!P Sa Elco 11 Alum. Tube MUlBon E p fill ` 0 i�L#4 8 6 �T c$p1 vS�3t �3 t5119ann 3776" Elao tlWeoon 1/1" Elco 0 yg7r �Lu a&`¢ tly5 g ftp ��r '88# s�§ i a8 jVp3 Sy7 i Anchor Clio Patterns q6 3S 1" iy5�5ykf p§ i s i 3yF dR a a'e H s d d8 i 'd d i d i@ Qd 3-118` d 2d 2-Y2" 1" 523 170.0 435 170.0 144 170.0 4]B 170.0 868 17D0 508 170.8 882 170.0 519 17Lo 1116 173.0 521 153.3 1118 into 521 127.7 111a 17D.0 621 109.5 1118 170.0 521 96.8 1118 170.0 62' 42I /Bin 1700 170,0 70B 170.0 524 1700 850 170.0 6M 1678 978 170.0 830 146.7 878 7700 667 120.4 976 770.0 677 117.3 976 170.0 BOD DTA 979 17D.0 Bao C7.8 978 170.0 880 733 878 170.0 880 50.826 N 1700 747 170.0 563 173.0 888 170.0 631 150.7 B2T 170.0 884 131.9 B77 1885 70D 177.2 827 15a.f 689 10&5 927 IWA eat 87.9 927 158.3 605 75.4 D21 166.3 695 66.9 927 1583 696 d4 In 170.0 763 170.0 612 1x4.5 859 110.0 691 132.5 Gag 163.9 663 1288 654 17.3 869 128.9 862 116.6 We 141.8 B89 1030 869 134.0 080 827[44' 65.2 J69 129.9 662 57.8 Me 128,6 eat 80 in 143,2 746 163.6 614 1iG4 748 132.3 420 102.3 ]/8 117.9 808 89.6 746 107.8 599 711 746 101.0 592 71.0 W6 567 68.7 746 93.3 Dei 91.2 748 D3,3 583 44.8 746 93.3 693 93 In 123.7 677 132.0 579 103.1 977 113.2 686 BBA 877 100,4 556 77.3 871 81.4 d/e 687 BR 69.3 Sib 51.9 01.0 634 61.9 677 77.0 12e 44.2 877 76.7 529 38.7 977 76.7 529 8t1N 107.8 617 111.1 530 897 617 97.6 519 1fiA 617 6C.3 6oB 61.3 017 78.8 500 59.9 877 72.8 4B4 63.8 68.7 d89 44.8 817 81A 483 -68.8 30.4 $17 83.7 482 935 617 63.1 b2 1281 628 618 87.1 450 88.1 518 74.2 140 592 61D 86.2 432 51.6 419 1 426 48.1 518 642 419 41.4 50.7 414 34.5 516 48.8 40629.8 61tl 15.0 405 2e.e 676 46.0 106 C WA WA /06 587 186 82.8 398 fi0.9 468 9d.9 3B0 14.1 466 19.4 387 382 465' {6.9 376 36.7 422 374 29.4 4B6 75.3 387 20,2 105 366 994 420 4B6 38.2 187 IBfi 78N l0A 66.2 405 717 U1 080 987 6/.J Mi 67.7 J7948.8 417 00.8 372 40.641 46.4 j 386 363 441 91.0 960 726 38.7 338 21.2 4Jf M.9 MO 79.] 141 33.1 948 1'0.4 141 32.1 M6 90N 42.4 332 43.0 295 364 332 37.4 289 30.3 332 323 294 16.5 732 26.8 203 230 532 28.1 278 21.2 24.1 272 17.7 332 21.3 286 16.2 332 19.6 202 17.3 b2 tv 280Bain 170 Its 22116n 35.0 281 9SB 280 211.1 791 30.3 256 75.0 2B1 284 482 21.9 SB15 248 19.4 291 21.3 244 17.6 19.5 241 IL8 291 17,1 236 12.5 P91 16.6 232 190103 I. - 24.6 230 21L1 209 206 230 41.1 205 17.5 230 %3 201 15.4 230 163 193 77N 22.9 218 211 497 ffl9 219 194 194 16.2 216 18B 191 14.1 216 14.9 IN A- 120. R." 11.8 iB7 18.2 170 14.9 1B7 1b.] 163 TABLE 96 AnchorC achy Table ba auMireb: 27k Monet. 3.6k Con, Holow GlU Filed CMU Pr WWg _ 5r16' EIGn 1!P Sa Elco Sr7B" Eko U4' SS Elco 010 SIW 812 Stein�-N. Amha Type: WW Elan Ultra... 1/4" Ebo Ulbaoon t5119ann 3776" Elao tlWeoon 1/1" Elco Win- A99nCwlav Urapon A9gmGelur screw (G6) 8orew (G6)Edge Anchor Clio Patterns IMM.6 pn): 1" 2-12" 1' 2112" 3-118` i 2-Y2" 1" 2.1/Y 2' 3-(/8" 2" 0.48" 0.64"Enbedne 0111 1+1)4" 1J/4" 1-3n4" 1.314" 'l 1-Y4" 1-V4' 1-il4 1.7M` 1Ahr 1-1A, T 1318" l_o Y Arr4lon 18 4.75' Mk O.C.I 9feaded a 053"1 Clip (Fig. 1z 300In. 360 Ila 450163 WO Na 1(144 Ibs 2TOIb9 - 2BOlbn 3541Ds 7401rs 374 lb, B64 los M6163 34106 442103 06016s 4Anohan 0l.i5" MIn.O.C./ 1.tandsNpr tMaeq Glp(FV. 1 4801" 7001ba WA NIA NIA WA 980 ib WA NIA N/A WA NA 682 lbs 885 lb. 1120 ire 4 Motions a 3" Wn O.C.I p) z<S Anglo pion / (Fg. 5Y 78D lba 780 ba SBO lbs 1580 We 1996 Ibs tN01bB SBO1Ds WA 700 Ila 740 In. SBO Ia 1852 @s 662 be 8251be 11201. 3AAohmaom•hitt O.C./UQ':p.Nb.100"Mm L;e. 4k N/A WA WA WA NfA WA WA WA NIA N!A NIA NA NIA NIA BSO Ibs 1 Anchri! F -(:IIP fflg. F 1g ba 1951Ds 22S Ibs M5 Ne 822 Ba 1368a 1{O lhs 1771b 37012. 137 Ns 332 IM 4T3 @s 170 Its 22116n 250 Ibs 2 Anohas 01.15' MN. O.CJ F -,21p (Fig. Bi 241 ba _ 350 ba WA NIA WA WA 190103 WA WA N!A WA NA 941 5�e 4121Da 5801ba glNlinVK 6- 11 UJ1a1Crv,r (tea) X ANCHOR CAP.,,,,,,,,,\ nANCHCR CAP., MULLION CAP.,,w, 1 USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULUON 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 FIGURE 1: FIGURE 2; TABLE NOTES: 1.250" • 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 ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXA&tIMFftfbN8v SE! • 2 • • 3.2517' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMISIISIONAL REj)'RATIdNS • CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMA F•HOLE LQ TIIO`• • • • • BE USED 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAWIW 8. Hp11ZN ANP: • • • • • IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 680, WOOD SHALL BE PRESSURE -TREATED YELLOW SOI.rTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURES: FIGURE 6: 6063-T5 AND BE A MINIMUM OFA 00' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND • .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12Tj jlCtCf�4A36- ALS • • • .10�" • ,100" ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRF HE MATERIAL. • 126^ Y40266X IGY • 1.25' X 3.25 X .106" #10 &;712 ANCHORS INTO WOOD MAYBE STEEL, 18-6 S.S. OR 4106.`. • 000 • MULAION FO7• • MULLION FOR • • • • • • • FIEND-MUI!® UMTS: FACTORY -MULLED UNITS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W LU /n F PRODUCT REVISED as complyyingy with the Florida Building Gode NOA-No. 17-0630.01 F32piration nate. 5/26/2021 By % Wl III 111) * : Na��ff5B70b �O, • S ATE F� ONAL E�`�\. A. LYNN Mi111!& P.E. FL P.EtD 58706 IHtlLC 7VA FIGURE 2: � 0 . _ Mullion Capacity Table (Ibe1R') F[ I Opening Width (forvedkellY-5panrcng mthols)or Opening Height (Por horizonteryspanneg mWiio7s) 50 In 60 in 7010 so In % in 100 in 120 in 140 in 160 11 Rectangular TrapTihnO.VR TragRriang. R001angU0r TtapTrong. Rectangular Trep70ieny. Reclarpldar TnpTdeng. Raslangula TrepRrmg. 7laciarpumr Tnpn'd.n0. Rectanglar TpRenO- Racten9ular hed91a19Loading L Imdirg 12b X325 Lading Uad.9 LoadIng Loadag Loading Lnu.Loading L..,Ig L.&nq L0ad6ag Lowing Loading Laading Load'ng -Mg X.624lum.Tuben .- L ,-$ '-6 PU Mullion r oa u$ uag@m� :o "� :o Z2 A ;'> ��S ,3S f421n �a �a :ii as 620 R0.0 475 170D 471 170.0 B% 170.0 536 170.0 992 1701 510 170.0 7776 170.0 621 170.0 7240 170.0 621 170.0 UBE 110.0 521 170.0 1736 176.0 521 173.0 1983 170.0 521 170.0 '708 179.0 524 170.0 %0 170.0 $04 170.0 902 170.0 630 1701 1133 170.0 661 110.0 1276 170.0 977 1700 1417 10.0 68P 170.0 170C 170.0 686 169.7 1979 170.0 680 148.6 1975 170.0 680 40In 50.826b 170.0 110.0 TR 170.0 517 170.0 89fi 1700 697 170.0 1616 170.0 bBd 170.0 1195 170.0 723 170.D 1345 170.0 747 1700 1491 770.0 758 1)0.0 1792 170.0 156 1526 1877 170.0 758 733.6 19x1 770.0 756 54 in 170.0 797 170.0 012 170.0 %6 1700 597 170.0 1116 171.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 170.0 j 1691 170.0 856 166.4 776E 170.0 161 134.7 1760 170.0 Bit 117.7 1769 170.0 9gl 601. 170.0 Bfi5 170.0 701 170.0 10W 1700 197 170.0 1240 177.0 818 170.0 1417 170.0 944 161.1 lot1 170.0 996 1450, 1611 170.0 1013 120.8 1611 170.0 1063 103.6 1511 170.0 7D83 90.6 1511 170.0 IGO in 170.0 9iP 170.0 146 170.0 1119 ITD.0 850 170.0 1302 170.0 940 150.6 1370 170.0 1016 1382 1370 170.0 1076 126.3 1370 761.0 ine2 701.4 137C 155.9 1072 89.6 1370 1b5.3 7070 70.7 1J70 7653 1070 03 n 661n 170.0 974 170.0 799 170.0 1169 10.0 901 155.6 1240 170.0 1002 136.2 1248 SEA 1013 t21.1 1248 IVA 1000 109.9 � 1240 139.0 989 90.8 1246 130.4 978 771 1249 120.0 076 69.1 124Y 129.0 976 r /11n 16).8 1049 170.0 119 179.! 1049 760.2 892 118.9 1019 732.1 076 104.9 10dB 179.1 B6P 93.2 7019 109.7 848 /3.! 1649 102.7 938 89.9 1049 %.3 928 59.9 1049 97.2 020 524 1045 91.1 020_ J o T6 in 1427 941 I4l.1 92Z 119.9 941 7268 006 101.9 &1 1112 791 89.2 941 100.0 771 79.3 941 91.7 766 11.4 941 15.6 767 69.6 941 TI.B 744 51.0 941 71.0 737 41.8 911 73.3 737 We T83 110.0 891 116.9 761 95.3 894 102.4 753 02.6 894 91.9 740 73.3 094 84.1 730 66.) 094 70.3 721 66.0 994 7D.7 107 47.7 894 87.0 707 41.3 094 08.1 691 hie 5 772.0 894 119 651 36.8 671 43.1 639 30.7 671 397 571 26.9 971 37.9 676 91 In 969 677 88.7 596 71.6 671 71.9 566[26.9 671 85.3 575 67.7 171 60.2 680 47.7 671 62.0 669 43.0 671 96 in 70.0 690 72.8 617 53.0 590 61A 510 680 63.4 609 44.3 690 47.6 602 690 399 468 29.6 6% 34.7 303 590 44241 477 25.3 69D 31.6 469 21.1 690 29.8 454 466 429 471 409 97,1 dog 31.1 466 3L9 402 27.6 166 2 496 27.1 301 20.7 4689.6 382 17.0111in 1011n 18.7 486 50.1 427 410 3112 2 441 24.9 772 19.1 441 27.5 763 16,4 M1 193 366 14.3 441303 48.0 M1 46.7 400 39.2 441 39.3 393 441 34.1 307 28.6 441 30.2 26A 441 378 369 394 302 318 ]1.D 339 379 26.8 334 Z2.7 379 23.7 329 20.1 ]11 2 378 195 321 16.1 379 10.7 314 1M In 21.0 262 211 242 17.5 262 17.8 2"39 262 15.3 290 6118" El:o 174 s3 �o� Nth" Eko ( v �:S Elcol Ato seri nzsteel 1 '"2 sled Anchor Ctp Patterns k�Or �'�' &16'OcO iMaem V4'FS0UIl1ac0n u9ncon y16'Bco Utfalal 171^FYOU18MD0 I Utlra<1n A AOYa 6c219(m)9crew (l3� Scravlr35) i FIGURE 1: FIGURE 2: � 0 . F[ I FIGURE 3: 0 • FIGURE4: FIGURES: • • TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADINC, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MLO. LION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT OIMENSIQJE, SBEANGIE • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIGNAL RESTRICTIB01S• CCLIP LUST SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE Pbj.E LCC,�TI NS• • : BE IN PAIRS. 4) SUBSTRATES: CONCRETE SlIALL CONFORM TO ACI 301 SPECIFICAnc4%I-OLIpW:ND • : GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGUREII: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 608ST5 AND BEA MINIMUM OF ,100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND • .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THIQ�II$$AN A3 . ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREALTyfiE'FONRp MATE jAL #10 &#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S,9• • • • • • • • % • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„))((ANCHOR CAP.,„,,,,,,\ =ANCHOR CAP.,,, ``MULLION CAP„„,,,,,,/ USE THIS FORMULATO 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, 1250" i.25�' • • • • • • 62 • • P.25' X 3.25•7( .624- • MULLON F& • • 4LC-jv1ULLE: �NIT� • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t251r F. v/0 3. 4" 1.25'X 3.2r X.024" MULLION FOR FACTORY -MULLED UNRS PRODUCT REVISED as Co pl lz e01th the Flodda Balidln9 Cod• "OA -No. 17-0630.01 Expiration Oat? -92/2021 * : NO. 58705 ' I4C, S G /ONAI L 1C, A. LYNN �ILLER, P.E. FL P.E.# 58705 TABLE IIA _...._- Mullion Capetity Table (gsalitt) Opening %Mdih (tlrveitica9yspalx ing muDlons' orOpaning height (rw horizortelyspenrerg mJBons) 60 in 60 in 70. 1 80 N "in 11001. 120 in 140 h 160. Recmtealar Tr9pMrarg. Aa.Wrgula Trsw' Og. Rectenguilr TraprTA.. Rwangular TapTdan9. RncurgJn T•p/Nvng. Ib 4,1 Tnyrdmg. Ree Iv T7BpTAawa Reamnguar T.pTr.g- R.UgWar TrplTnmg Loading Leading LoaO(n0 Loalinp 125x194 Loading Lmdng Lmdng LOada9 I,Osdmo U.dh9 Loading Load�g Leading Lladine Lv.dkg Laadilg _ I.oadmg LoWing x .824 r „ s Alm. Tube £ £ £ .S .E `� .-. _ ,t .;u _ £ 5 .. -�.,',_.-,Mulliond ;`a Uea v a� �g _egLit p`3 `' r `a S t.3a ofc �¢A $c 'sac dr L9 fc d`o4 $ d`¢' Esc 4`e •c iaa �b <`rc 38 d`¢ �'2 d`c �s �. �a is dK 2c�7.¢ Tm FIGURE 6: 174.0 436 170.0 74! 7700 die 170.0 868 170.0 500 170.0 992 170.0 619 170-0 1116 170.0 621 1700 IND 170.0 521 170-0 U83 1700 521 270.0 1735 170.0 521 170.0 1983 110.0 521 6210 170.0 fi20 4810 170.0 108 710.0 524 INA 950 1700 5E4 1700 982 170.0 630 1700 1433 1700 661 170.0 1275 170.0 677 170.0 U17 170.0 680 IMA 1700 110.0 6B0 7700 1983 170.0 880 170.0 2267 170.0 BBD Submw 57.62510 170.0 7AT 170.0 683 170.0 995 170.0 aIA 1700 5616 1700 684 170.0 7195 170.0 723 170.0 1365 170.0 747 IM.0 1494 170.0 765 170.0 7793 1100 756 7700 2092 170.0 766 170.0 2391 170.0 760 27k COMM. 612 1700 956 170.0 691 Ino 1116 1700 761 1700 1275 176.0 003 170.0 1434 '170.0 837 170.0 1594 170.0 ash 170.0 1913 170.0 861 1700 2277 170.0 861 190.2 2403 170.0 861 9.Sk CMC. 54 in 170.0 797 1700 1m0 702 170-0 10E3 170.0 797 170.0 1340 170-0 176 170.0 1417 170.0 944 170.0 1594 170.0 198 170.0 1771 1700 1033 170.0 2125 1700 1063 N83 2163 170.0 1063 729.0 7163 1700 1063 60 in 1700 BBS f40 1700 1460 170.0 1076 170.0 1673 170.0 1076 1700 1069 170.D 1122 158.9 2060 170.0 1169 2145 2%0 170.0 1171 117.7 2060 1700 1171 63 in 1700 930 170.0 745 170.0 1116 176.0 050 170.0 1302 170.0 N9 1TO,D 1169 170.0 503 170.0 1361 170.0 1002 170.0 1668 170.0 1086 1700 1753 170.0 7155 nQ.Q 1448 170.0 1210 143.0 1966 170.0 1275 7126 1%6 170.0 1280 107.2 1968 270.0 12E6 Fadi CMU 661. 170.0 974 170.0 1116 155.9 1361 99.1 1734 151./ 1562 06.7 1734 160.2 1362 mem 170.0 7315 138.7 1734 1698 t30fi 1731 7210 170.0 1083 170.0 B7B 17Q.0 1276 770.P 1009 170.0 5488 170.0 1126 1700 1700 170.0 1228 154.1r147 1122 170.0 037 170.0 1346 1700 1060 1603 1556 170.0 409 1470 16M 1652 1285 131.1 151-5 1256 7179 1556 141.3 1251 96.3 1556 128.9 1229 612 1666 122.3 1219 7.) 1656 121.2 1216 711. 170.0 70 in 170.0 1^.61 967 110.0 1384 170.0 1116 1559 1477 169.3 445 INA 1477 152.0 1124 121.2 139.1 1206 100.1 1477 129.6 1191 %.9 147 116.9 1169 719 1177 110.8 1168 63.2 147 109.3 1761 6•Bco 91Tac ga BO 7 910 592 1110 119 8.9140 T 1110 6d.e. 87044.4 1110 621 87096(n go i. 142E 1110 986 1180 11!0 127.9 960 701.6 1110 1073 f81 aBD 11'0 961 936 70.9 40.6 927 Tt-0L771 973F.W. 050 87.1 975 09.3 612 732 976 796 029 6ea 712 all 50.5 65.4 807 48.8 975 570 760 til 975523 77fi36.6 97b 40.3 787100 117.0 975 872 97.5 771 67A 51.4 771 51.3 664 46.7 49,0 655 41.1 44.9 617 34.3 771 3a9 632 29.0 71 35.0 621 25.7 71 32A 612111 5'i6"Ek0 in 822 71 84.0 598 89.5 7'71 70.7 666 62.7 61.3 660 S4,1 730 56.3 645 47.3 730 49.4 631 427 45.0 622 97.9 41.1 614 31.5 730 36.6 � 500 270 730 31.1 509 237 730 295 581 010%tef 012Stes in 76J 730 7.7 661 63-1 730 650 541 97-9 @d 35.3- 537 30.0 ]2.2 531 25.0 624 27.1 519 214 624 24.6 509 18-7 62A 225 501744 AmhOr Ty. Cop Patema 120 in 59.9 624 610 565 49.9 624 612 560 42.8 624 44.3 652 713 570 39.2 ipr Eko UMmm in 34.7 413 8.1 TOG 28.9433 29.6 395 24.8 433 250 790 21.7 433 224 386 193 433 10,0 381 17.9 102 376 TABLE 11tl ANGLE CLIP MUST AnchorCapacity Table (ibs) BE USED IN PAIRS. FIGURE 6: Submw 27k COMM. 9.Sk CMC. MCI108 CMU Fadi CMU PT WaOd mem 6•Bco 91Tac 110'55 Eko 5'i6"Ek0 1/PSSE. 010%tef 012Stes 112 Sta41 AmhOr Ty. Cop Patema 8'16 -Elco Un-. ipr Eko UMmm UM. TIO' Elco Uiram Wr Ek U17a m AgWtGaIW Lime- ADDeW7 SC_ (Gs 9Crev(G6) 3nar(G.� Anchor Eqp DI'larxe (.n) 11 2-112' t" 1 2-U7 3 -IM' 1" 2-117 /' 2.V2' 1 7 6103' 2 DAB" D.SW 0.324" EmbaAWt 61 13x4^ 144 13/4^134• ' i4l/ 1-1/4' 1-114' 1-t:4' 1.1141 7 1-313^ 1318- 1x3109 2 Anchor C 473 MOA O.C.I EWwm rd Oesel CIIP (A6 1) 3" lbs 3110 81s 45010.9 00 Be 1644 ®5 770 inn 260 Be 3641 D5 7401- 3141M 8619. 946 IM 341 IM 4421- 560 4 Arch075 a 1.15' MIR O.C. / S[aMam (Or creelP (114 27 4B0 0x 7000. NLA WA NIA NIA 3601M WA WA NIA N'A NIA 1H21M 6!% Its 17a7Ibs e AMW,l®3 Mrt O.C./ p9245A0Qle C6pf IO'43) 780 BH 7801- 6BO IM 75691fE 5895175 540109 51n 0n NIA 7GT IDs 7481G 0801Ie iB021� 8821M 6 ft1121175 4 ArCrW G 0.54" Mm. O.C. f U: 1`, hdP .100 Num. (Fig. O NM WA N/A WA NIA N/A WA NIA WA NIA WA WA N/A NIA 12GI 401 ,..__ 1 Awrer l FLOp 0zQ 511 195 IDS 795 to 2Y+1ba dd5 1- 0251- 1 135.9 140 IN 177 m9 970It- 107 00s 332175 473 t6 n01Ds 221 28 280175 2MC1nrs 7.13 M9n O.0/Falp (Fi0.6)1 241013 350100 NIA WA I NfA I WA. 190 lb0 WA WA N/A WA WA 1 34th I 442 We 5501 - FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURES: I TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR ANCHOR CAP.- \ MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPON DING 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 ADDIIIONAL 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 **000 • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FeR EXACT DIIIIENCOING, SKE • SHEETS 21-23. HOLES 70 SHOWN ON SHE TS 21-23, FIGURES SHOW SUGG SFTED, APPROATE H84 RE9••t��RNDN:. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECT IS. CATIONHOLLOW AND • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS TM 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 BE AT LEfikf RS 1j& AND A16. ALL 0*! ANCHORS INTO METAL SHALL EXTEND AT LEAS- 3 SCREW;F jREADS BEYOND T TER14L• #108#12 ANCHORS INTO WOOD MAY BE S1EEL, 18.8 S.S. CR4W S.S. • • • • • • • •• • X 3.94X.624" • • • MULLION ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • N PRODUCT REVISED 8s comp/ging with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 .``��NY LYNryI'''.. i �'la.•' 1,10ENyF ��C(� i * : N0.58705 �TE�[(7� i �s •'•'I ORION.. •'G�� . 70NAL e ` A LWNN M"K, P.E. FL P.E.# 58705 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: s TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR ANCHOR CAP.- \ MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPON DING 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 ADDIIIONAL 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 **000 • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FeR EXACT DIIIIENCOING, SKE • SHEETS 21-23. HOLES 70 SHOWN ON SHE TS 21-23, FIGURES SHOW SUGG SFTED, APPROATE H84 RE9••t��RNDN:. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECT IS. CATIONHOLLOW AND • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS TM 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 BE AT LEfikf RS 1j& AND A16. ALL 0*! ANCHORS INTO METAL SHALL EXTEND AT LEAS- 3 SCREW;F jREADS BEYOND T TER14L• #108#12 ANCHORS INTO WOOD MAY BE S1EEL, 18.8 S.S. CR4W S.S. • • • • • • • •• • X 3.94X.624" • • • MULLION ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • N PRODUCT REVISED 8s comp/ging with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 .``��NY LYNryI'''.. i �'la.•' 1,10ENyF ��C(� i * : N0.58705 �TE�[(7� i �s •'•'I ORION.. •'G�� . 70NAL e ` A LWNN M"K, P.E. FL P.E.# 58705 Il1OLL IGI"1 - - Mulfion Cap-ity Cap - Table bs/R3 V4'Elco Uelacon N15 Elco U�- Opening Width (f-lertice"Perxl rg millions) Or Opening Height (tor hur12DnW97-9palrirg mJliorts) yr 51C0 UMW Sg n W in 70 n 80 n 80 in 1001, 120 i1 140 In 160 n F1f� pctame 5nk Recta1P71m 71a2wV- Fedangdm T1aplTlfang. Reelengukr Trep7T4e V. Re,t,+ro icr 7raprid-g. Re W,7rYr 7rapRaeng. Rwt.1•ler T-ITH-V. Red•lgula TraprTaang, RedwWW TrapTrMlg. fiettMprl• Treplilieng. 2 x 4 x L0^dn9 Loadng LwanB Lwdng Loading LaeaBlg I�dn9 Loa•ng LwArg Leednp LoaM9 L^adng La>abl,® L adng IDadr u Lmdn9 Loadn9 Loading .26 Alum Tube Mullion g G S & g 815 8 � &• g, 9 R & 1S g, 8 � 8 �. s'` 8 is 3 as 3a a 6$ a 6g a 2-1/2' 8 a a 8` a 8 e� 5 S9 4 3 a 8 6 Sa 8g b 6� �� `�' 6� ,�& 5�' tag 5 s} S b. 8�� 5� $ �'�� SE .§g r .6 ' 0.5r 0.32r � s € Ize� f s i a� se se. a se. fo drc � 42 In 170,01 620 170.0 435 117001 744 1 o: a` 170.0 eMW 170.0 506 170.0 02 17D.0 818 170.0 Ilse 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 St 170.0 1736 170.0 S7 170.0 19W 170.0 521 48n 17D.0 701 170.0 44 170.0 850 170.0 092 170_0 830 170.0 1133 170.0 fi8t 170.0 1275 170_0 877 170.0 1417 170.0 680 -170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 080 50625n 170.0 747 170.0 553 170_0 NO 170.0 1048 1740 684 170.0 1195 170.0 723 170.0 1346 170.0' 747 170.0 1484 170.0 75E 1700 1783 170.0 750 170.0 2092 170.0 700 170.0 2391 170.0 756 S41n 770.0 797 170.0 672 170.0 856 117.. 170.0 1116 1700 754 170.0 1775 170.0 BW 170.0 1434 1700 637 170,0 IS4 170.0 856 1700 1913 170.0 831 1700 2231 170.0 a91 170.0 25M 170.0 261 60 in 170.0 995 170.0 701 170,0 1063 170.0 1245 170.0 878 170.0 1417 170.0 944 170.0 1564 170.0 885 170,0 1Tr7 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 180.8 28M 170,0 1093 n 1700 930 170.0 745 170.0' 1116 170.0 1302 1700 940 170.0 1488 170.0 1015 170.0 1673 170.0 1070 170.0 IWC 170.0 1122 1700 2231 177.0 1160 166.7 2553 170.0 1171 746.9 2583 170.0 1171 390 b4 66n 770.0 971 170.0 788 170.0. 1189 170.0 803 170.0 1364 170.0 tOV2 110.0 1558 770.0 1000 IT0.0 1153 170.0 1156 170.0 1918 170.0 1210 7700 ?339 770:0 1274 1519 2437 170C 1296 1329 2437 170.0 1286 77U � 2WU 1275 170.0 low 170.D 14W 1700 1126 170.0 1700 170.0 1226 170.0 1913 1700 1315 170.0 2125 170.0 1367 1456 2184 170.0 1498 124.8 21U 170.0 1528 1092 2184 170.0 1530 S T21n 76n 1700 10W 170.0 678 170.0 1700 1122 170.0 937 170.0 1346 170.0 tOm 170.0 1770 1700 1208 170.0 1794 170.0 1322 170.0 1421 166.6 1960 170.0 100.9 1219 1980 161.6 1860 104.0 1535 82.9 19W 752.7 1531 4421bt26D'Mn 78n 170.0 1131 170.0 85/ 170.0 1381 170,0 1110 170.0 1611 170.0 1250 170.0 7842 170.0 1368' 1 170.0 1474 137.! 1861 183.1 1500 111.5 1881 147.3 1881 139.8 1459 80.9 1961 107,6 7454 7409N go It, 170.0 1328 170.0 7141 149.7 1398 100.0 7218 127./ 1388 10fi.0 1788 111.9 1388 121.3 1179 110.2 115 89.5 1388 103.8 1147 74,0 1988 89.8 7396 627 1103 659 1090 789 1090 BBn 147.4 1229 151.5 1080 172,9 1229 127.8 1079 105.3 1229 117.2 1081 92. 1729 98.9 1044 89.6 1029 73.7 1229 824 1910 6170 1229 772 7229 05.8 877 441 1279 82�f 967 j2431464- 5 65 1081, 103,5 871 106.8 877 86.3 871 840 682 74.0 971 712 849 68.7 971 68.1 837 67.8 626 51.8 971 56.0 816 43.1 971 49.0 971 44.0 702 324 071 40,8 771 WA 682lb, 1111, 86.4 918 01.3 fi32 79.5 019 81.9 819 BB.1 819 70.8 806 59. 9TH 529 781 58.7 7114 47.7 919 51.8 774 39.7 818 44.0 810 40.2 74a 28.8 979 37.1 732 SOI1 050 786 76.8 716 62.9 786 64.5 705 53.9 786 05.8 �7 472 70E 48.1 608 41.4 077 37.T 786 40.5 666 315 790 34.8 786 31.0 641 73.8 788 284 631 120N 744 M 755 43.7 546 k1 601 364 049 37.0 488 31.2 646 31.9 481 21.3 5b 26.E 4m1 25.0 !79 27.8 518 22,8 474 162 518 19.5 516 771 465 13.7 546 153 448 ABLE 12B AnchorCBp Pattem• Anchor TyPe• 9116'Elc0 UttlBton V4'Elco Uelacon N15 Elco U�- 3'16'ElcollllaM yr 51C0 UMW 114" S9 Eh0 Li6'FJco Mr SS Elco #10 Sled #12 Stmt ant Steel roAgGmor Ukww AggfsGatu Serew(G5) 6Crew0W SC1e9rA F1f� pctame 5nk 1" 2.92" 1" 2-172'EWA 1- 2-L7 1' 2-1/2' 7 3.1,'8" 7 0.41' 0.5r 0.32r Un0e0n011 gak iJ/0' 144' 1114' 1.N4'4.73^ MIn D.0 / mwdertl wQl5STGW F19 742)" 941 DS 390 b4 450 m4 890 x5 77U � 2WU 354 ba 7l0 IDs 374 bs GU Itd 9" IM 341 b1 4421bt26D'Mn O.C/ 3lmlawa(a Cttset) Q),(R93): 7409N 7401W 630 lbs1485116 NIA 5 65 N/A 695ib5 NIA am U. WA 682lb, 085101 112D Imre"Q 1.71•Mn QC/ Sm"a(m Chet) CIP f784k SOI1 050 7-M 1946IDS NIA 705 b4 WA 700174 NIA N/A WA 1022115 13271bi 1 105 dArc ton ®9• Mn. 4^_. / m 2c9 Angle CJ11ss / 1p¢ 5k 780 IQs on 0 Y Mtn. C.C. / 00245 Ar81eC€psI IR8 4 717061 117099 680103 10201bi 1560 RB 2340114 81 5®109 840 Its WA WA 760101 174) ES 74e b5 680103 11221051321169 1042 ba 032101 2198bs 1(22115 8%Iba 1321105 1taDI�6AWt 1610 ReTA WA NIA WA NIA WA WA NA NIA WA WA NIA WA4rcron00.64"Mt.O.C.9UCOp, WoA25Aum.(F1%ek NIA WA NIA WA NIA NA WA WA N!A WA WA N/A MIA 21 Ibs 2 IUXI0n 0269" Mn O C./ FCp 779 4 370 bs 970 ba 3151b3 7431be 712101 NIA 2Ba in WA 3" Ite NIA 440 IDS WA 341 IM 442168 360 bs 3 APrm a 1.71' MIO DC/F all, (Rg. lot 449®5 52585 379 I 1 07310• I WA I NIA 35311" WA 3901M NIA WA WA stlmt 654116 84056 FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON CID SHEET 24. FIGURE I: FIGURE2: FIGURE3: FIGURE 4: FIGURE 6: FIGURE 6: • • • • • • • • • • FIGURE T FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 9 e e(FIGURES MUST BE USED • • IN PAIRS, ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. �) X / ANCHOR CAP.,w,,,•,� = ,,,, MUWON 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 MINIMUM ANCHOR CAPACITY WHICH -MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON LSING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION M_THODS. • • • • • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MND/OR OPENING WIDTHS !S ALLOWABLE • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSI�OD�S SEE S��11 5 A• HOeESIO BE DALLED IM THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGL7R S S1 C GG *ED• AAPROXfAA?E H81 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 YF1fiiM SOWIMERN PIPE WITH W4816 OF 0.55.• • ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS }O BEA MIRIMUM GRADE }3�3 AND .R70' THICIK (1• • GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHO 561 TO M AL SHAL,y` i �t}I LEAS 3Z:.EW THREADS BEYOND THE MATERIAL. 010 & #12 ANCHORS INTO WOOD MAYBE STE _10.8 S. _ V 470 S.S. • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp) ng with the Florida 8allding Ode NOA-No. 17.0630.01 Expiration Date 05/26/2021 By miarrubaioo Product Control LYNIV L-: No.58705 •:V7 %AOS ST TE �'7,r' ONAL. C;,9. A. LI IN MOLIL 2, P.E. FL P.E.# 587,35 I A131 -t 73A Mullan Capae Te6k (bsflie TABLE13B Opening Width (for tart[cay-9Psmirg mons) cr Open* HeigAti (for horixorIISIllsperre MUIIore) Sol. 60 in 70 in 40 in Win 100 In 120 in 140 h 1801. R.wWler T®p7Tfa19. Ractan(Pdar TnPri'MV. F-U.0da Tral"111. R.Olnnlpder Tnpl109n6- Rettaiwe, haV7Dtar8 itepianglar Trap/Tlirrl0. Reetangea TreprOfartq. Realaningar TnPrtg Recedng TrL.Ang LOaM9 Loading Loading Load'�np to•dr• Lmdtlp 2%6%35 L dm. L.o•dn9 L -&V Lna g Loaft Lnad.p Loading L9adnq Losing Lmdng Lda•1p •LOninno Alum. Tube F s_ � � E' D �• 6 =� a.,Y �-.. $ -tea y, 14 S5 gS. g$gS •�aMullion 8 "�m $ 3 €•@. �� $ c3 v1) c3 8 r9 Sa ci u cR v i� �� u� n� � �< ga S 5 3 cgie F -@ lr 6` g = sa ��a €� � t e O! €�p 71" Tm y 9 a� �rc g� <� �o a`rc z ad �8 � $ 2c �� z rc s� <� fa ac PT wood 421. i7c.0 820 1700 435 170.0 Tu 170.0 076 1104 6813 770.0 508 170.0 1392 170.0 Sta 1700 tt 16 Iro.O s21 170.0 1240 110.0 521 1700 14M 170.0 S21 J700 ms 170.0 521 770.0 1063 170,0 521 708 170.0 $24 170.0 860 170.0 561 110.0 SW IM0 630 170.0 1133 170.0 �1 170.0 1275 170.0 en 170.0 1417 170.9 Coo 170,0 1700 17D.0 NO 170.0 1803 170.0 680 170-0 2267 170.0 00O 4gb 1700 50.8251. 170.0 741 170.0 5133 170.0 898 710.0 631 1700 1048 IMO 684 170.0 1199 1700 723 170.0 1745 170.0 ! 747 170,0 1484 170.0 778 170.0 1793 170.0 758 170.0 -2002 170.0 758 170.0 2391 170.0 756 54117 170.0 707 1M6 812 17-0,0F955 170.0 881 170.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 637 170.0 1594 170.0 850 IMO 1913 170.0 881 170.0 2231 170.0 661 1700 2550 1700 861 5/76' Cba1/1' Win 170.0 865 170.0 70111013LLI.7 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 644 170.0 1384 110.0 ase 170.0 tm 170.0 1033 170.0 2125 170.0 1083 1ro.0 x79 170.0 1x83 170.0 2633 170.0 1083 631. 170.0 030 170.0 705 1116 170.0 1350 170.0 1302 170.0 840 170,0 1108 170.0 1015 170.0 1673 170.0 1078 170.0 1858 110.7 1122 170.0 2231 770.0 7188 170.0 2603 170.0 1171 710.0 2875 170.0 1171 974 170.0 788 11� 170.0 003 1700 1364 17C.0 1002 170,0 15W 170.0 1008 170.0 1753 1700 1155 170,0 1848 170.0 1210 17C.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0; 3117 170.0 1388 SHB' Elco 8601 1700 1913 170.0 7315 170,0 2725 170.0 1387 170.0 2550 770.0 1189 110.0 2815 170.0 1528 170.0 34C0 170.0 1530 810 Stud 72 in 170A 1083 170.0 870 1275 170.0 1009 170.0 11466 17C.0 1126 170.0 170D 170.0 1718 170.0 012 Steil 1700 1122 1M0 937 1348 170.1) 1050 170.0 1570 170.0 1200 170.0 1794 1700 1322 170.0 2016 170.0 '421 :70.0 2243 170.0 1505 170.0 2892170.0 1828 170.0 3140 170.0 1694 170.0 3588 170.0 1705 Anctwr rypa 781n 1151 1M0 667 7361 179.0 1118 170.0 1811 170.0 1250 170,0 1842 770,0 1389 170.0 2072 170.0 :414 170.0 2302 170.] 1564 170.0 27113 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1796901n 1/4' FJoO 781. 170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2381 1700 1793 1700 2858 170.3 1916 7700 3158 170.0 2125156.0 3113 170.0 2273 1364 3411 170.0 2301 170.0 1326 170.D 1144 1564 170.0 1020[170.0 UU9con 170.0 1232 1700 170.0 1- 1983 170.0 1622 110.0 2257 170.0 1784 1700 2550 170.0 1952 770.0 2613 170.0 2095 1800 3100 170.0 2339137.1 7198 1130.6 2470 120.0 3168 150.1 2428 Uhreco0 98In 170.0 1417 159/ 110.0 1409 1913 170.0 1847 2231 170.0 1870 170.0 2550 170.0 2076 184.6 2781 170.0 2271 148.3 2781 161.9 2333 123,8 2787 140.4 2261 109.9 2761 125.9 2234 @.7 2767 116.0 2180 l38•:at 106 in 170.0 2632 1,32.3 2245 130.8 2M2 1464 2210 113.6 2632 126.4 2165 674 2892 115.1 2128 85.4 2632 108.3 2096 1111. 170.0 1638 170.0 1434 1886 170.0 1700 1283 170.0 1872 170.0 7621 1M0T1- IArs3on 1771 170.0 15&1 2125 170.0 1856 7152 158.0 1987 175.1 7252 141.!106.1 2252 1161 1915 901 2252 99.8 1812 77.2 2252 a6.9 1836 07.0 Y152 91l 1808 Anchor C6p Pafiems EoOe Mi oe On} 1201. 170.0 125.1 15&6 128.0 1445 104.3 1564 108.1 1475 7561 81.5 1407 _T2 1561 e0J 1684 71.3 7373 626 1554 65.7 13M 9211584 58.0 1330 40.7 184132 1305 30.1 9uo•trate: 2.7k Cawnt• Anchor Ca 3.5K Caw. Table Ibe Ibllor G4U_,. _ F0rJ c2dl7 PT wood mew 5/76' Cba1/1' SS Bco SHB' Elco 774' SS Eb0 810 Stud 012 84.1 012 Steil Anctwr rypa 3r18• Ek. Ullm..n 1/4' FJoO Ullracan UU9con Sr18" Elop Uhreco0 1/4' Llea l38•:at AppeOabr IArs3on AOgeGebr S.mw K75) SO4M (35) Sa4w (GSI Anchor C6p Pafiems EoOe Mi oe On} 1• 2-1/2" P 2-717 3-118• 1• 2.1x7 P 2-1C 7 3-t.•B' r -- 0,48" 3.84^ 0.324• Embedmal: (h7- t:fM` 1-3l4' t -'J4- 1-3/4" 7 1 ;14' 7-114' 1-iM" 1-114' 7-t/4" 1-1:4" 7 1318" 17 18,368 2 Anobae ® 4.75 Min. O.0 / 9t•dW 0.017 t vop IFO. f 82): 390166 3130816 - 450 M9 880169 7644 �. 270168 280109 3531M 790160 374 IN 654160 9113Ibe 341 Ib0 4,12 lb- 512 M• 4 Anc6a9 0 4.68' MIM O.C. f Wended (a ORsd) Clip IFI9. 3): 7a01b9 Too lbs 0001b9 1780 lbs 3232lbs 540 M9 560168 708 M6 1480 d 7481b9 1272 M. 1892168 Sd2lb9 8&i lb 7120 Ms e AZI,- 01.71• MIM O.C. / SWd•d I., Mt) Clp 0='0.4} 1180Ibs 7400109 tmO te9 2393 lbs WA WA 646160 HIA 1065 6 WA WA N/A T631hs 177C I1rc 2240 M9 4 Ar IAM 0 3" L9n O.C. / R) 2x5 AngM C Pa 7 ( o. 5): 780 ba 780168 6W8C ea ti60 lbs 7696 lbe 540 Ib9 SBO lb9 WA 709108 7413 Iba BBO Rw 11382 W 882109 BBS IM 11201G 8 Anoha• O 3" boa D.C. / (2) 2x5 ARM Gp9I (Flg. FI: iwo Ins 1560 lba 1360 198 3720169 37021. 700] IM 7120 WB WA 1520 099 1496 MB 1-1m W 3794 b. 1383 M9 7770 M9 2240 M 12 Auchan ®15• Min O.C. f (2) 215 Anel. 11p81 M 7): 1660 0a 2100 Ib 1440 169 376010. WA WA 1323 10.7 WA 15M lb. WA WA WA 20451718 2654168 3380106 4 Archa918144'Min. O.Ci Udlp, 9to .125'AA1n. lFp. B): WA WA WA WA WA WA VA WA WA WA WA WA NIA N3A 1400168 8 ArChn 0 0.84• Min. O.C.I U43ip. InI. Az ' NIB.. IF10• ax WA WA WA WA WA WA WA WA WA WA WA WA WA NEA 2887 169 2 Anctws ®4.86 Min. O.CI F4)gp lR9 101: 390 lb- 390 M9 45016. 890109 1616 lbs 270 Ma 260109 954160 740 Ma 97416s 896 MB 1346 Mc 3H Ib9 442 Ib'_. 560 D9 4 Arwhas ®7.77' Alin. O.CJ F131p (Flp. 11X 6601b9 700169 5051101 1298168 I WA WA 410169 WA 11533 Ib9 WA WA WA 602169 085168 1720169 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 9: FIGURE T FIGURE 10: FIGURE 11: FIGURE 6: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CUP (FIGURES I-:]. • • • • • • b-7) MUST BE Usro IN PAIRS. A1V mv. VA ~ I T XU 1...... (DP,,,,) X ( ANCHORCAP.,,,•,,-) -.-=ANCHOR CAP.,,o 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. Il WILL YIELD A MINIMUM PNCHOR 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 2A FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• 2) LINEAR INTERPOLATION BETWEEN MULL LE14GTHS AN O* SNI G I ID I S FI AL4LOyM16LE. 3) MULLION AND MULLION CLIPS SHOWN ARE NO•f j0 SC FtC DI',Iy�(�E NSHEESJ;IEETS 21-23. HOLES TO BE DRILLFO IN THE FIELD FO"WING01 S L R STRIC i SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .250" fl 8.000" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFQFy T STM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF J.55. ALl 1M SH BE 60&1`5,*� NSD BE�It IN MURf OF .125' THICK. STEEL STUDS TO BE A MINIMUM G"E 33 AW .045"TH�4 (jB GAUGE). STRlJt:7U�tALpTEEL TO BE AT LEAST .125" THICK AND A36. ALL ANGHOSS INTO MET#.L WALE E)4END ATJL Te3e4C 2'X G X .25" THREADS BEYOND THE MATERIAL. #10 & 7M2 ANCHOR911i WOODiMAYBESTEEL. 18.8 reS. QR 41 0 S.S. MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED a8 c pftIn with the Florida Building Code NOA-No, 17.0630.01 Expiration Date BY awt LYNN �a 10EN •• � l� .• l SF � * N0.58705 AOF�' '- SATE [U` A, tAY N IMI 4li!f%, P.E. FL P.E.# 58705 IAGILC T4H 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SIIBET 25 FOR INFORMATION ON LOADING. 1 266,x{ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MulOon Cavacfiv Table 6sIRz 9 e 0 o K 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR FX4CT DIMENSIONS, SEE SHEETS 21-23. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. 2.118 • • HOLES TO BE DRILLED Opening Width((Dr%eramly-epmyumufliore)or Opening Height(for horizontaAy-spami ng MLIII ) U ANGLE CUP MUST BE USCD IN PAIRS. 4) SURSTRATES: CONCRETE SHALL CONFORM 10 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125' 501[ 60 in YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 8E 6063-T5 AND BEA MININWM pF 425"• • 701n 00 In win 100 In LEAST .125' THICK AND A36. ALL ANCHORS 1NTO METAL SHALL EXTEND AT LEAST4 SCREMPINRWDSBENON1b :6: (1•TEGRAL FIN MULLION) 1401. 160 In 1.2fi" x 2.11" Raafarpula iFap^Triap. Rcetarp-4a' Trap'Trian9. Loading Loadkg Loading Loading Raetapulw TWp?nan9. Radlarkwlar TWpITI-no Rectangular Tmp/Tdarg, Rectangular Trgr7rarp. apnllag. L11 dng Loading Loading Loading L. dire Lcadn9 Luadi g LoadingLoadVtg Rcatargdar TmprNwg �ctangul r-mp/Trinna Loading l.oedrg Loafing Loafs rg Tube MalZ5 r _� a r •�.. Is a Ii... r'�ina 424- 1442 SM '.87.0 429 120.2 526 1489 419 1030 526 1389 414 90.1 526 134.6 411 60.1 528 134.1 411 T21 528 134.1 411 60.1 171 134.1 41t 81.8 526 134.1 4tH dS1 528 1341 /11 48n 89.8 403 `08.0 333 80.5 400 94.7 323 69.0 403 WA 320 504 403 81.4 317 53.7 403 79.1 915 483 403 78.6 314 40.3 403 78.6 314 37.5 403 78.6 3u 30.2 4013 76.6 314 50.8251. 82.3 361 91.0 301 aeg 541n 67.8 318 74.1 267 5S.5 352 79.3 2S4 318 64.2 Al S6.a 44.5 362 71.9 299 St.S _a 57 2r!] 424 362 872 268 45.7 362 64.6 294 41.2 310 53.5 263 37.1 318 W.6 256 31g 362 618 263 343 318 485 249 26.8 392 82.6 183 318 49.1 248 29A 24.1 362 93.5 263 25.7 362 835 283 316 19.1 24B 21,2 31fi 49.1 240 c 60 in 49.5 255 53.1 219 41.2 255 45.7 214 35.3 256 40.7 210 309 2M 37.2 207 278 Me 34.9 204 247 2% 33.4 203 20.6 268 32.2 201 17.7 256 322 201 155 266 32.2 201 93 in 427 234 45.6 20D 35.6 234 391 195 30.5 234 34.7 192 26.7 Zi4 31.6 189 23.7 234 29.4 185 21.4 234 28.0 184 17.a 234 25,8 183 15.J 234 26.5 169 19.4 234 28.5 789 j Z 661. 972 219 39.4 183 31.0 213 33.7 179 28.5 213 29.8 178 23.2 713 27.0 1T7 20.8 213 25.1 '70 188 213 23.7 tEg 155 213 72,2 ta7 17.9 219 220 t68 11.8 213 169 Min 28.8 t70 301 166 739 179 2S9 t57 20.4 179 225 149 17.8 178 20.3 14T 18.8 779 18.7 '.43 _ 78 in 24.3 tel 25d 140 10.3 161 21.8 137 17.4 181 19.0 136 1E,2 161 17.0 133 781. 225 162 23.5 133 188 152 199 131 181 1E4 17.3 128 3/16"Eko 1/d SS Eko 5h6'Eko 1/d'SS Eko)81051691812 Steal) 02SI16 Arcntt Tya' 9116^Eko Ultr3con 1id'FJ000aRr'41 UN-.3/16"EkOUNafon 114^Eko N4a[al UI'ra[dn AgpAiaor SClew (G5)36iew (G6) Scmw (C95 Anehor Clp Pattarlu UN (DP,,,) X ( ANCHOR CAP.,,,,.,.,\ = ANCHOR CAP.- MULLION CAP.,,,,,,,,,/ USE THIS FORMULA TO OBTAN THE "ANCI IOR 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 CUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SIIBET 25 FOR INFORMATION ON LOADING. 1 266,x{ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 9 e 0 o K 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR FX4CT DIMENSIONS, SEE SHEETS 21-23. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. 2.118 • • HOLES TO BE DRILLED FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. U ANGLE CUP MUST BE USCD IN PAIRS. 4) SURSTRATES: CONCRETE SHALL CONFORM 10 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125' CONCRETE BLOCK UNIT (CML!) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE "SSVQWR4TEQ p • • T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 8E 6063-T5 AND BEA MININWM pF 425"• • • ! • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURA• STEE6 W Ej-c AT• • • 1W0" X 2.11' X .125 MULUON LEAST .125' THICK AND A36. ALL ANCHORS 1NTO METAL SHALL EXTEND AT LEAST4 SCREMPINRWDSBENON1b :6: (1•TEGRAL FIN MULLION) THE MATERIAL #10& #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 411S`S� • • • • 0 • • • • • • • •• ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED n9 eomplying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 0512612021 By Miami- aif Product Control 1111Ilrl11 . ^* r No, 58705 A. NH M'LNR, P.E. FL P.E.# 58705 �n 9 e 0 o K � z o N b U W W O- Ln - F- F1 u- 19 PRODUCT REVISED n9 eomplying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 0512612021 By Miami- aif Product Control 1111Ilrl11 . ^* r No, 58705 A. NH M'LNR, P.E. FL P.E.# 58705 I ACLt IDH MuYfon Capaoity T6hb (IhclRa) Anchor Capacity Table tx 1) SEE SHEET 1 FOR INSTRUCTIONS ATI NG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Opening Width (fa vertically-sparvirg rraipgrts) or Opening Height (for hor7nrfatj- panrEr g MU11 l6) 2.7k Cororete 3-5k Cona. 501, 60 In 70 Jr80 in 501n log in 120. PT Woad I 140 in 16010 �Z �•• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET 1-2HOLES Reerant•4er Tra{Vi6xg. Rec*W* inp/rnen0. R8de0gWa Trap/T0erEI Favaw7Pdar TmprTrI.'4 F2e0knyler T7oplldan9. ReNaripOa. inyyTdenq. Rerlandnlu TnePl'Otaro. Lowing L. -d-9 Loadn9 ReclancWer T7aplTMrg. Loading Lwdng Fiectang4ls Laedro TrRJrOeng. 1.®ding 926'30 Lnadny Loading Laamng Loafing Lording Loading L-c.g Loedro Loedhg Lnedny Lcedng #12 S1 Anchor Ctlp Pabema DEG. AL BAY NULL �• i r g e g $ g g r a ., a a ... 8 8' p�. gg �3 3� 5� 3 a� EB �� ae Aa•e0aht UNaoon AOOneCator Screw(G3) Ecreun" Saraw(G5) Edo. ae:renu Un): - 1• g c3 9S 9S u G d� 8 93q d� u� b� 6 r 2.112" 6 0$ fi g.T-' S oB 68 2' 3-,/B- 6 p 6 6 yy¢ 5 Q d12 Z E 8 b� 6 b 8 € $ fi p� ¢0¢ x■ yy g q 'S$ ra TTTjj� {[ �5$ p �rc f7g d 8 ¢ ir5 di$ E dK Z f Z <¢ 2 drc t$ dr rc gg y 2 Z l� g>6 dr 3; s3 dY rc� 42 in 1700 620 170.0 435 170.0 744 E) 478 170.0 MI 170.0 608 170.0 992 1700 519 170.0 1115 170.0 521 170.0 1240 170-0 521 170.0 1489 170.0 521 170.0 1715 170.0 527 148.1 7740 170.0 6Z7 "in 170.0 700 170.0 521 770.0 650 170.0 SB4 170.0 992 770.0 830 170.0 1133 170.0 881 170.0 1273 170.0 077 170,0 1417 170.0 880 167.2 1522 170.0 680 130.5 1522 170.0 6811 1142 1522 170.0 650 7;D-9-2f,1n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 1700 664 170.0 If93 1700 723 170.0 1145 1700 747 161.2 1443 170.0 756 138.0 7413 170.0 756 1173 1443 1ro.0 756 102.6 1443 170.0 756 54 to 170.0 797 170.0 072 170.0 B58 170.0 091 170.0 1116 170.0 764 170.0 1275 1700 em 160.4 7353 170.0 637 144.3 1351 170.0 866 120.3 1363 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 881 110 in 170.0 885 170.0 701 170,0 1083 170.0 747 167.0 1216 170.0 078 140.1 1218 170.0 B44 720.0 1218 7598 938 116.9 7218 7521 92d 97A 1218 148.1 813 83,5 1318 148.1 913 73.1 1218 1461 813 83 in 1700 930 170.0 745 170.0 1110 110.0 050 1502 1160 168.8 033 131.4 1150 153.0 914 116.6 1150 1419 996 106.7 1150 194.2 885 B7B 1150 128.7 871 75.1 1150 1202 870 64.7 1150 1�2 870 88n 770,0 874 1708 708 192.4 tW8 786.8 881 130.8 7048 748.8 884 Ii4.1 1016 133.1 850 101.8 1018 123.4 1138 87.4 104E 118.6 830 782 1018 109.4 821 85.3 1018 1081 816 57.1 17N6 1062 Oi6 e -,T-b 740.0 800 37.8 761 117.4 Be0 128.0 748 100.8 880 170,8 7N 88.0 E90 100.0 722 752 050 92.0 712 70.4 880 881 703 66.7 880 792 W3 50.J 880 785 680 44.0 660 78.4 588 J 761n 118.7 780 125.1 Ego 99.3 113.9 8'B 66.5 770 76.9 � 6.73 639 790 71.7 635 489 790 65,1 790 106.4 678 65.5 190 03.3 663r5M 624 42.5 780 62.1 618 37.4 790 813 017 786 110.8 750 716.5 967 92.3 750 981 644 79.1 760 111 632 77.1 IM 61.6 750 70.5 812 55.4 760 667 605 12 750 59.4 594 38.5 750 750 556 686 901n 721 583 74,4 500 80.7 SW 62A 491 67.5 563 54.8 483 489 475 40.1 563 44A 468 361 503 409 462 300 SCJ 30.2 452 25.9 Eftt BW 31.8 442 90 In 59,4 495 61.1 463 46.5 495 51.5 435 424 495 44.8 427 38.9 421 330 495 30.1 415 29.7 485 332 409 21.6 495 29.1 400 %2141 21.2 495 40S 250 390 f091n 41,7 391 476 353 34.8 391 90.8 348 28.8 391 91.1 34227.6 337 232 391 24.9 333 209 391 228 328 17.4 301 18.7 321 U.0 391 117 In 38.4 370 39 a 335 320 370 X10 390 21.5 770 236 325 25.3 320 21,4 970 22.0 915 18.2 370 20.0 312 160 970 18.7 305120 In 30.4 317 30.9 Z89 25.3 317 28.0 284 27.7 317 225 260 19.9 276 16.9 317 17.9 273 1441r. 17.8 220 17.8 203--I TABLE 1511 TABLE NOTES: Anchor Capacity Table tx 1) SEE SHEET 1 FOR INSTRUCTIONS ATI NG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 55%lmne: 2.7k Cororete 3-5k Cona. Hdbw mu Filed CMU PT Woad I M.UI �Z �•• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET 1-2HOLES • • - •.12•VSAY 5/78" Eko TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE65 21-23. • • • • • •FIGURES 1N' SS Elea 5118" Elco T/4' SS Eko 110 Slee! 712 810.1 #12 S1 Anchor Ctlp Pabema Anchor Type: 3778' Elco Ultraaon 114' E1co'Jr.- Utracon 9/16" Elac Ulvmo, 114" Eko Ultraean Aa•e0aht UNaoon AOOneCator Screw(G3) Ecreun" Saraw(G5) Edo. ae:renu Un): - 1• AV 1' r 2.112" 3.115' 7 • 2= 2' _ r 2-Irr 2' 3-,/B- 2' 0.49• 0.54" 0.324" EmaeSnert (67 734' t-&'4" 15/4' 1-3/4" 2 7-t ld' ,= /4' 1-114' 1-114' 1-11• I'll 2" 1-3/8" 7501' tertea 2 Malpn Q S Mil, O.0 / Q) Arole Clps / FW. 17 950 Ds 3801b8 450 6e 09011. 1100 as 270 I!e 28011. 354 11x+ 740 IM 374 lb. 720144 946 970 941 Iba 442Iha 560 bs 4 An h- Q 3.S Min O.C. / R) 2x5 ArVW Cions / (R, 2y 780 hs 7!0 80 7lt01he 1670 IM 2525 ha 540 6e SeD IW WA nio 9a _ 746106 Emu 5382 Ca 6&2lba 675 tW 71206. 6 Artchm 2.71•.11. O.G/(2)2x5 Anek t7Pef(r-ta. 3): tt201Da 11201be G58Ibo 224E Iba 725460 WA R/O lfg WA 1059 he N/A 1320 the NIA 1D221be 1127 Ila 16801bc (DP ) X (ANCHOR CAP.,,o,,,,,,, \ _ ANCHOR CAP.- MULLION CAP..,•„/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REOUIRED' 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 MINM IUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ATI NG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: �Z �•• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET 1-2HOLES • • - •.12•VSAY TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE65 21-23. • • • • • •FIGURES SHOW SUGGESTED, APPROXIMATE MOLE LOCATIONS.50" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FjLIED • ••••YELLOW •• •• •FIGURE3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRA,1 D• SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE.). STRUCTURAL STEEL TO BE AT 30LEAST.125" THICK AND A36. ALLANCHORS INTO METAL SHALL EMENDATLEAST 3 SCREWTHREADS BEYOND M THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18$ S.S.OR 410 S.S. • • • • • • • • • • • e e ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED a9 complying with the Florida Ballding Code NOA-No- 17-0630.01 Expiration Date 05126/2021 i Miam1'L-0 Product Control 1 \` (yAY LYNAt NU.5B7D5 •'� O4 SATEI ,• ✓,�`� 'S /0A/AL 1�NG \ A. LY1iN 614iLLER, P.E. FL P.E.# 56735 1r7n�c 100 Mullion CNI TODIs b57hr 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3u04tol.. Opening Width (for venirab,3parrirg mU9ons) or Opening Height (for horizort3*zp9r-6rg mullions) 3.5k cant. HOB-cmu 501n 601n To N 501n LO h t001n 120 in 143 in - AndV Typ& 3115' EBD Ultl m 1601n SY1B'Eko Ulbao:l 3176' Eko tmb m Racbinwe' 7rwrdwm- rt-Q'lw Tn1p T4.vn9. P twng14vr T*ap/Tfam.rRnalf- T Idllfi1 o. R-,telmla MWTd•m. RectavA. Tmp7nang. Redone.* TraplTlian; RPCW71W TMPTIlang. Rattnagds Tap/niemn 3.25" AS L."m Laaea9 Lwdng L.ed09 L41.I., 'swing&g Lwdnd Laxing Loadng LDadn9 Loafing Loadril Lowing L4adog LIZ Leedng L -dg_ DEO. AL BAYMULL 7r Zr G F t L- £ £ .£ 2 Z• a t .. 's y u �., ;�' P 2> D L b ,a2 D Z• 21 a 1-114' 1•a4" 1.7/4" 1.114' 1-1N' 2 1-3/0" 1-316" leder �d`a:42 2s5 An9b Wps / (Fla. 11 390 m 360 ba 4501ba 8'DO lbs 1700 ba TO Ifs 2801ht 3%0u 740 On - 974 Ibe 7201be BIB lts 341 iba 412 b. 560 lb. 4 @ 35- Mia O.C. i (2) 215 Ano@ C9Pe l r . 2k 790 ba 750Iba In 170.0 620 170.0 435 170.0 744 17x0 478 1700 868 170.0 503 092 170.0 Sig 170.0 1118 170.0 521 170-0 1240 176C 521 170.0 1486 170.0 521 170.0 1735 170.0 521 150.6 1971 1760 521 48 n 170.0 708 170,0 524 170.0 650 170.0 584 170.0 092 170.0 MI) 170.0 7133 170.3 681 170,0 1275 170.0 677 170.0 1417 173.0 660 167.7 1637 170.0 680 140.3 1637 170.0 880 122.8 107 1700 880 50. 251n 170.0 TN 1Ta0 503 170.0 898 170.0 631 170.0 1046 170.0 684 1700 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1760 756 147.1 1552 170.0 755 128.1 15M 170.0 756 110.4 15M 170.0 705 %In 170.0 797 170.0 612 170.3 056 17C.0 891 170.0 1116 170.0 7% 170.0 1275 170.0 603 170.0 1434 170.0 837 1552 1455 170.0 856 129.3 1455 170.0 861 110.6 1453 170.0 Mi 67.0 1455 170.0 001 BO Y1 170.0 885 170.0 701 170.) 1063 170.0 797 170.0 124D 1700 9711 157.1 1309 170.0 944 139.7 1309 170.0 998 525.7 1309 183.'. 934 104.6 300 157.1 982 59.5 13M 157.1 BB 70.8 13M 167.1 9a2 031, 170.0 930 170.0 746 170.11 1116 170.0 SW 1629 1247 110.0 940 142.5 1247 181.5 863 120.7 1247 152.8 905 114.0 1247 144.3 852 95.0 12.7 138.2 936 01 a 1247 135.7 SW 71.3 1247 1357 935 5861 170,0 074 170.0 789 170.0 1169 770.0 903 148.4 1190 1017 129.8 1'90 147.9 945 115.4 1180 136.5 926 103,9 1190 1264 014 048 1190 119.5 590 712 /11p 11 F.1 883 94.8 1180 119.1 893 e 72117 161.6 tOtO 160.5 877 134.7 1010 144.6 858 115.4 1010 1272 842 101.0 1010 114.7 828 05.9 577 88.9 1010 105.8 817 80.5[3.64 67.3 1010 90.8 795 67.7 1010 87.8 MI) 60.5 1D10 87.7 789 J 761. IVA 905 MS 792 1145 WS 1220 775 98.1 CM 107.1 761 W.8 905 902 749 743 900 au T38 08.7 823 729 $7.3 710 42.1 905 71.2 710 429 9% 706 708 ,� 78 in 127.1 661 1326 7% 165.0 681 112.5 738 90.8 881 08.71 725 78.4 501 60.5 71J 70,0 881 01.0 703 83,8 75.4 894 63.0 661 45.4 861 645 875 38.7 881 837 872 gD In a2T 846 85.4 574 69.9 646 72.1 564 58.1 ME 529 551 01.7 64d 50.1 545 40,0 846 50.9 537 41.4 47.0 530 34.5 519 275 W 382 511 25.9 646 36.5 507 09 in 682 588 7C.1 $08 55.6 566 50.1 489 46.7 555 51.4 491 420 918 45.8 483 IT9 588 41.4 476 34.1 3a.1 470 28.4 t47 /59 27.3 688 30.5 452 21.3 588 28.7 487lOe 117 47.9 446 4E.9 405 39.9 446 412 399 34.2 449 J5.7 59J 29.9 449 31.7 881 Z6,6 449M2.-23.9 261 377 20:3 389 17.1 440 20.4 JEi 15.0 449 ?8.9 356 i111n 44.1 425 45.0 365 38.5 425 37.9 319 31.5 425 32.9 373 27.8 426 29.1 397 24.5 42522.1 24.0 368 18.4 350 15.6 QS 18.8 9p 120117 349 384 35.5 331 26.1 J04 29.0 335 24.8 381 25.8 321 21,8 364 226 317 -- 104 3841T5 147 309 144 b ZO2 29 2[.4 293 10.0 253 17.1 2J0 1r7n�c 100 Anchor Ca ac Table Iba 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3u04tol.. 2.71, C -mite 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.5k cant. HOB-cmu 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DMENSIONS, SEE SHEETS -3. • • • FI98d CMIJ PTV"' Mehl Anchor Clp Patterns - AndV Typ& 3115' EBD Ultl m 114• Eko Ulln-n, SY1B'Eko Ulbao:l 3176' Eko tmb m i/4' El- uftcon 11455 Eka 5.1C Elco AOgeGafw U9mrAn 114"W Eko 01031-1 41297a) Aa•eG9ttr $i -(G5) UI -(G5) 412 Stee Sw"(G5) FIGURE 3: Edga D51arn5110 1" 2-12' 7' 2-72" 3-118' 1" T-12" t' 2.72' 2" Y7/Y 2° 0.48' 0.%' 0.324' • Etnbedmmd(I.): 13/4' 1-9/4" 1-3'4' 1.314' 21 1.114' 1-114' 1•a4" 1.7/4" 1.114' 1-1N' 2 1-3/0" 1-316" leder 2 Anetnn 49 5' 811M1 O.C. i (q 2 AA0h 2s5 An9b Wps / (Fla. 11 390 m 360 ba 4501ba 8'DO lbs 1700 ba TO Ifs 2801ht 3%0u 740 On - 974 Ibe 7201be BIB lts 341 iba 412 b. 560 lb. 4 @ 35- Mia O.C. i (2) 215 Ano@ C9Pe l r . 2k 790 ba 750Iba 7901bs 1d701bs 2525 los Sia l5s SBO Ibe WA 7120168 749 Im BBD be 7892 158 662 u 885144 112D b8 9 Anch- Q 271' Mi. O.0 1(2) 215 A11•a Cope / (Fl9 JY 7120 )a 1120lbs 950 an 22461he 22% ba N/A 8401be WA 70591b WA i37U lbs WA 10221ba 13u Na 1� ba FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DMENSIONS, SEE SHEETS -3. • • • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETSZ7.2 . • • • e • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEV • FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -OC. WOOD SHALL BE PRESSURE-TREA710 • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5AND 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 • e THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 16-8 S.S. OR 410 5.5. • • 6:40 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ! ANCHOR CAP.,.,.,.".\ _ANCHOR CAP.,,,, (MULLIONCAP.-) 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 1 HE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR 'AC'TABLE 45- BAY MULUON ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ainwith the Florida 6=11.1e NOA-No. 17-0630.01 Expiration Dato.05/2612021 \ . 0p .. LYlVN�� GEN NO, 58705 TATE ' . �` '. • tt77FF (V FS'•.'4ORIOP..•' N S /I/fNN A. lafil LM\PE. FL P.E.# 58705 1 00c - .125" 2000'. r 126" Ir r 1"X 2' X 125" MULLION 6063 -Te ALUM. X -SECTION 5.500" 3.125"�{ CUT HERE .375' .375" H -' _ CREATE F -CLIP, SEE MLN. MIN. r DETAIL F,SHEET 4 I I I I A STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DIS-ANCE. MAMMUMANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ t/l6". 5,500^----j .375" .375" I MIN. MIN. r--- -- -r--------- I I I I 1 I I I B I I I I n n I ---- III -- j--� t--.125" d2.126" U -CUP 6os3-T6 ALUM. X -SECTION j 125"r .740" F^ TTI" A U-GLIP 6063-T6 ALUM. T / TOPVIEW ZCENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXtMUM ANCHOR NOLE DLAMETER: ANCHOR DIAMETER 11116'. TABLE B 1' X 2.75" X &50• MULLION 606:-T6 ALUM, XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2 000" XSECTION L 125" .376"MM. I+- 2x5 ANGLE CLIP 6063-T6 ALUM. TOPVE'N CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEET5 5.18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1,116". Mull Dimension (sheet Ary II PGT Part # Sfd, Clip DftsetGlip U -Clip Angle Clip _ 1" X 2^ X.125' (5) STANDARD CLIP 2.000" 666243M 666511 M 6,063 -TE ALUM. X SECTION 666006 666114M 6661119M .125" E 5.500" 3.125"�{ CUT HERE .375' .375" H -' _ CREATE F -CLIP, SEE MLN. MIN. r DETAIL F,SHEET 4 I I I I A STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DIS-ANCE. MAMMUMANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ t/l6". 5,500^----j .375" .375" I MIN. MIN. r--- -- -r--------- I I I I 1 I I I B I I I I n n I ---- III -- j--� t--.125" d2.126" U -CUP 6os3-T6 ALUM. X -SECTION j 125"r .740" F^ TTI" A U-GLIP 6063-T6 ALUM. T / TOPVIEW ZCENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXtMUM ANCHOR NOLE DLAMETER: ANCHOR DIAMETER 11116'. TABLE B 1' X 2.75" X &50• MULLION 606:-T6 ALUM, XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2 000" XSECTION L 125" .376"MM. I+- 2x5 ANGLE CLIP 6063-T6 ALUM. TOPVE'N CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEET5 5.18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1,116". Mull Dimension (sheet Ary Mullion PGT Part # Sfd, Clip DftsetGlip U -Clip Angle Clip _ 1" X 2^ X.125' (5) 66605 666113M 6661118M 666243M 666511 M 1" X 2' X.375' (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375- (7) 66607 M115M 6861120M OM45M 066513M 1" X2.75" X.6E0'(8) 66608 6WI16M 6661121M 666246M 666514M 1" X 3.125" X.500" (9) 66637M 6861116M 6661114M 666242M•awmisrvi 1.25" X 3.186" X .285" (12) 65641M 6661117M 6661113M 66824F1.26"X2.11"X.125"(18) 1'X3.125' X .500' Alum Tube Mun 69370 WA WA • IV1A• • TABLE A Dimension Value (In) For Mullion: A 1.825 1" X2' x.125^ Aluminum Tube Mullion B 2.854 C 0.895 D 0.740 A 1.125 1" X2' X.375' Aluminum Tube Mullion E 2'404 C 0.635 D 0.490 A 1.875 1° K2.75^^ X .375 Aluminum Tube Mullion E 3.000 C 0.757 D 1.118 1.312 1•X2.75"X .850' Aluminum Tube Mullion 3.000 j 0.476 D 0.636 A 2000 1'X3.125' X .500' Alum Tube Mun E 2627 C 0•W3 D 1.137 A 2.625 1.25' X3.188^ X.285" Alum Tube Mull B 3.262 C 0• D 1.762 • • .• • . p. • • 1.813 1.26"X2.11' .121" Alum Tube Mull • •• OFFSET CLIP NOTES: 6063-T6 ALUM. TOPVIEW - 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Gl'gW OtIT1-I1S SHE E-� • • • • • 2) SEE SHEETS 5-9,12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 �, �.HOR C> c. DISTANZB, • • • : • • • • • • • • • •• • • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O co PRODUCT REVISED as compliln with the Florida Builtling ode NOA-No. 17-0630.01 Expirafion Data 05/26/2021 By /l Mlaml- Product Contro N W �6LYN O . '�a' �SGENSF Y i _ * No. 5R705 - 0� �T* .:(u� FC ORION. "d.E. FL P. 8705 1.25' X 3.25' X .100' 125" X 3.25" X .624" MULLION MULLION 6005 -TS ALUM. 6005.75 ALUM. X -SECTION X -SECTION � �{ .74�0-'i I I •125" STANDARDCUP 2.000" 6063-T6 ALUM. 2.125" 2Xb ANGLE CLIP - 2.000" X -SECTION IYCUP 0053-TOALUM. I 6063-T6 ALUM. I X,SECTION 125" 125' X-SECTIONL UIT- 1" X 4' X .375" 5.500' 'T"-MULUON CUT HERE TO 375" 6063-76 ALUM. ,CREATE F -C -IP, SEE XSECTION .3753.125'----j MIN 1 DETAL F, SHEET 1.20 30" 3.000 THE DASHED F 2875' __ 30' BAY MULLION 6063-T6 ALUM. 1 p 3.4 0, ANCHOR O.C. I 3.OW DISTANCE. 624' STANDARDIII CLIP j00' CENTER OF ANCHOR HOLE MUST LIE 6053.76 ALUM. -^t •20' F-- WITHIN THE DASHED BOUNDARY. SEE TOPVIEW 1,25'X 3.94' X SHEETS 10.17 FOR THE ANCHOR OG. .624" " MULLION DISTANCE, MAXIMUM ANCHOR HOLE 8005 -TS ALUM. �OWMETER: ANCHOR DLAMETER I IM6'. X -SECTION 2.661" 1.3n•'� 5 ,(I 1zs 1. I .125- 1 1" 4" X / 1.000 ANCHOR BOLE 125° 30" 3.000 THE DASHED F 3.250"45" BAY MULLIO 30' BAY MULLION 6063-T6 ALUM. 1 SHEETS 10-17 6063-T6 ALUM. X -SECTION X -SECTION H 2.430 ANCHOR O.C. 228"1 i -.981"-i .226"j .375"� I ,375• MIN. I I i I I I I I I i I I 1 1 I I 1 I 2.250" IL -L I 1 I I I I H I I I I 1 I 3.250' I 1 I 1 ___.., I I _____..I G OFFSET CLIP .125' 0003-T6 ALUM. TOPVIEW NOTES: Y. 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'. 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • 2) SEE SHEETS IC, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS, • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • Dlmenalon Value (In) For Mullion: .375' 1687 1" 4" X CENTER OF 1.000 ANCHOR BOLE 1 MUST LIE WITHIN 3.000 THE DASHED F BOUNDARY. SEE F SHEETS 10-17 0.757 FOR THE H 2.430 ANCHOR O.C. I 3.OW DISTANCE. F MAYJMUrA 1 ANCHOR HOLE 0.760 DtWETER: H t.500 ANCHOR 3.250 DIAMETER, 1110". U -CLIP 6063-T6 ALUM. TOPVIEW TARI P r! 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • 2) SEE SHEETS IC, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS, • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • Dlmenalon Value (In) For Mullion: F 1687 1" 4" X G 1.000 .125" Aluminum H 2.680 1 3.000 Tubo Mullion F 3.187 1" X4" X G 0.757 .375" Aluminum H 2.430 I I 3.OW Tube & "T F 2.250 1.25"X3.25' G 0.760 X.100' Aluminum H t.500 I 3.250 Tube MU9ion 5.000".375" MIN. r_____________________i I 1 --------------------- I 1 I I I I f I I 1 � I I I I I I I I I 1 TARI F (. r..0NIT Dimenelon Value (In) For Mullion: F 1.936 1.25' X3 25" G 0.600 X.624' H 1.438 Aluminum 1 3.250 Tube Mullion F 2.626 1.25'X3.04" G 1.125 X.824' H 1.500 Aluninum 1 3.250 Tube Mullion F19 30' Ba Mu11 F 22.6.876 e lAull 46• Be, 2X5 ANGLE CLIP 8063.76 ALUM. 109111TOPVIEW 5"'tl-• PRODUCT REVISED ascomp) ng with th• Flarlda Building de NOA-No. 17-0630.01 Ezplratien Oat. 05/26/2021 2 B,, w Mla ane o u'c Ctrol U z of .`1111111111 /�.. •riullaDjn nd� • 1°"ee�>i) • • PGTPart11 JIlu110a • 8 . C f t Clip U -Clip Angle Clip 1'X4' 1 �3Gi • 616111M 665^,122M 7e5 -241M 86518M a X4'X.y75' 1) • •66 0 112MW61123M SM242M 668519M �' x4•R a7V -r (91)0 89653 0 6061INM 6661123M 866242M 666519M 1.25' X325' X.100' (13) 20180/20312 6661127M M1124M 6662410M 6663118M 1.25• X325' X.624"(14) 20161@0316 6561128M 6661125M 6662411M 0665116M 1.2 94' X.624 (15) 20162 BB81117M 6661128M 66B241M M17M W Degree (194 1 "B A`• I N!A 6665110M Depne C21 • 01 aim 4h1JlA 1 • N41. I NIA 6665111M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � CICEMSF • �C!_ �� No. 5870 ' 3 6 rE o `,S�OIVAL 1 a A LYNNIWITEIR, P.E. LOi FL P.E.# 58705 TABLE E ---� Mull Dimension POT Part# I I I I I I I I I (sheet#) Mullion=CIIpLJ-C1lpAngle Clip t I j 1 '125" -—_I I 12"X6"X.25"(17) 2' X4" X.25" (18) 66602 6665112M I I 68604 6685113M STANCARDCUP 6063-T6 ALUM. 2.000" X -SECTION NOTES: .125• 1) HOLES TO BE DRI -LED IN THE FIELD FOLLOWING , DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGES-ED, APPROXIMATE HOLE LOCATIONS. 1.480"- 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500• -- CUT HEP.E TO - 3.500" EY CREATE F'CLIP, 375' 2.000° ,375"_ 1AW - _ SEE DETAIL F. r SHEET4 _ MIN. 4.000" .250' 2" X 4" X .25' MULLION 6063-T6 ALUM. X -SECTION .250" 6.000" 2" X 6' X 25" MULLION 5063-T6 ALUM. X -SECTION r------- I I I ---� I I I I I I I I I I I I I I I 1 I I I I t I 8° I — STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 606',-76 ALUM. WfTHIN THE DASHED BOUNDARY_ SEE TOPVIEW SHEETS 15-17 FOR THE ANCHOR C.C. DISTANCE. MAXIMUM ANCHOR HOLE OIAMF.TER: ANCHOR DAMETER+ 1116" L 5.500" CUT HEP.E TO .375' 3.:00•• CREATE F -CUP, ,375" r.SEE DETAL F, MN. r -SHE, MIN. \\- ----- -------i If I I I I j I I I I I I I I � -I-- -T- --�_ 4.888' I SAW I I I I I I I STANDARD CLIP` 5063-T6 ALUM. TOP VIEW E U -CLIP 2X5 ANGLE CUP 606376 ALUM. 6063 -TB ALUM. 2.123" X -SECTION 2.0 N 100• X.SECIIU 125" L 125' 5.000• 375 .375' MIN. -- 1 ------------- I I I I I I I I + 3.438' 1—_____—_� 3.438" i I I I .375' I J MIN. U -CLIP, 6063 -TB ALUM. 2XS ANGLE CUP SED FOR 2" X 4" MULLION SHEET 18 �CE.KTER ANCHOR HOLE MUST LIE BD63-T6 ALUM. TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY. SEE 701AMETER: ANCHOR DIAMETER I V16". SHEETS 15-17 FOR THE ANCHOR O.C. . DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR CIAM`TER+1/16". 5.000' I MIN. 375' 11 i I � r 5.438• t I --_— -—_I I 6.438' I I I L__________________,. U_C_IP • • 000 • • • • • 2X5 ANILE CLIP 6063-T6 ALUM. • • • • • ..WrBMUM. USED FOR 2' X 6" MULLION. "ET 17 • 000 • • T•PVIWJ TOPVIEW fT • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 01 PRODUCT REVISED as complying with the Plorlda Building Code .OA -No. 17.0630.01 Expiration Dana 5 /2 612 0 2 1 By Miarni-gelde Product Control Ilfl lli/ •` �Q.Ii LYly!V y'11' a��. ' � LICENSE •' ��t0 . * No. 55705. ' .375" MIN.- %�'O BT O 1 r.4& tis .'.:c�ORIDA,.•'� \�� AL A. A. LYIiM 101111 R. P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF -80.01-00.0 PSF. �gu FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THA.TA V WIDE MULLION IS SUITAELE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH 15 32'+32+1"=65. REFERENCINGSHEET25, THE COLUMN USING SY $ NO ANCHORS --- N HEAD 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 WILL MEET OR EXCEED THE REQUIRED` UJ (- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F U Q DESIGN PRE55URE OF +pp0--60.0 PSF. IF THE TABLE DOES NOT SHOW TME EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. $ FOR THE OPENING AND MAY BE USED IN THIS APPLICAiTON. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �- SEE FROM TABLE 3A, SHEET 7, THE 1"X 275" X.376' MULLION (LENGTH = 72", OPENING WIDTH = 70")MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD w FENESTRATION DETAILS, H A� S, NOT BE SUITABLE FOR THIS APPLICATION. o 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. Z3 FROh1 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 Expiration Data 05/26/2021 72" � is OPENING AND MAY BE USED IN THIS A?PLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH EAR Nwa, 2) USE TABLE 4B 70 FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FCR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WI7H (4) #12 ANCHORS AND THE 2X5 V d. y 1) THE MULLION LENGTH IS 38" AND THE OPENING HEIGHT IS 32"+72"+Z" =106". REFERENCING SHhET 25, THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE 0 ANGLE CLIPSWITH (4)#12 ANCHORS HAVEACAPACITY OF8S5LBS.THOUGH EITHER ONE COULD BE USED, THE STANDARDCI IP IS EASIERTO INSTALL. z REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LES. DE? LAI 5, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL O WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- USING THF 2X5 ANGLE CLIPS WITH sH�Ts APPLY TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE '�•� ANCHOR CAPACITY OF 521 LBS. s• ••• • • • • • •• L3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. t1�;•'• 0C S"'.. z TT IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS UE I ERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, m o NO MCMURS IN WINDOW SILL 3Y THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 FSP; 636 LBS _ CID3Y ~ -i —MULL WID'H (60 PSF) X � ) � 524.& LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 40) � OPENING V/mTH 72.7 PSF z g EXAMPLE 2: MULTIPLE MULLIONS 38'. HORIZ. 3B', HDRI2.� MULL LENOTF MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN 10 BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES AC v DESIGN PRESSURE OF +50.0/-55.0 PSF. J o rcs r FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH 15 32'+72'+1'-105" AND THE OPENING WIDTH IS 36'+36"+1' =73'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT ]SAT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL a Z z to , oc MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THF EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. W o c FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375" MULLION (LENGTH =108', OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 13 -1-15.1 PSP UJ (- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F U Q FROM TABLE 12A, SHEET 16, THE 2'X 4'X.250' MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-04] PSF WHICH EXCEEDS THE REQUIREMENTE Qa W Z U7 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICAiTON. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O 'J(m 9m lc BECAUSE ITIS NOW KNOVVN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPEN NO WIDTH IS 36'+36"+2" 74", NOT 73" AS PREVIOUSLY A 6 "+ a ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, TiE WINDOW WIDTH5 MAY BE REDUCED TO MAINTAIN PRODUCT REVISED THE 73' DIMENSION (35-112"+35-112'+4'-73"). as eom Ing with the Florida 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. Building ode NO"u. 17-0630.01 USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112" GIVES AN ANCHOR CAPACITY OF 1050 LES WHICH IS GREATER, AND Expiration Data 05/26/2021 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. � is FOR THE HORIZONTAL MULLIONS: w Miam de Product Control BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250" MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER Nwa, MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38" AND THE OPENING HEIGHT IS 32"+72"+Z" =106". REFERENCING SHhET 25, THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE 0 USED. FROM TABLE 12A, SHEET 16, THE 2" X V X.2150' MULLION (@ LENGTH= 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF+,=170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LES. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS -RATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" z WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- USING THF 2X5 ANGLE CLIPS WITH - (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED '�•� ANCHOR CAPACITY OF 521 LBS. s• ••• • • • • • •• �I NY LYN ,),0...,.....NM 4)FORTHE U -CUP INTHEHORIZONTAL MULLION TOVERTICAL MULLION, USE THE SAME ANCHm CAPACITY OF SSI LM.TABLEM2EWOFOTHBUCLIP SHOWS THE ANCHOR THE F:QUIRtOAN@HCRCAPACRY F&QUIREMENT OF 521 LBS_ THE t1�;•'• 0C S"'.. z CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITAB&,:OR • • • • • • • • • ANCHOR TYPE 19 A 012 STEEL SCREW, • • • • • • • • • _ * ND. 58705' .• a FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSJRE IS: • • • • • • • - • • • • • +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). _0% .: ® T '• srnrEP O(/� ` DESIGN PRESSURE IS-1-64.7PSF AND WOUW APPLY TO ALL OF THE MULLIONS. _ i '•. LORIDF". ••'G�� THE LOWEST • • • • • • f • • • • is THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION Sy6iEM.THEdiOW'ER Dfi6"PRE41JRE.OF II)LL10NS:)RFENESTRATION rc ''Y, �ONAL ENS` VERIFY PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THIATOrHB60TH WHE M•LLION A•ID'WE FENESTRAT♦plil PRODUCT BE INSTALLED INA. A, LYf f I(III(,})�� P.E. ACCORDANCE W17H THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FE 1ESMRATIONWRODUCTS TO M�.LIGN. • • • U FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • EXAMPLES OF RECTANGULAR LOADING. r Mg PW PW PW 0 __ ILI��j "®r, , LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION j WITH INTERSECTING HORIZONTAL MULLIONS I I EXAMPLES OF TRAPEZOIDAL(IRIANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED P PW PW PW 0 I 0 0 W S HINGED OO -y MAY DE EXTRAPOLATED FROM ,�� / 0 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED P 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 PW PW PW 0 I 0 0 W S HINGED OO 1 0 MAY DE EXTRAPOLATED FROM I 0 I 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 N LOADING OF HORIZONTAL MLLLION PW PW PW ••• I � W S HINGED OO 1 0 MAY DE EXTRAPOLATED FROM N LOADING OF HORIZONTAL MLLLION DACING OF VERTICAL MULLIOt PW PW PW ••• I � W S % 1 0 MAY DE EXTRAPOLATED FROM I 0 I I I� THOSE SHOWN. • DACING OF VERTICAL MULLIOt PW I� 1 ••• I � W 'eos /I/ 1 0 MAY DE EXTRAPOLATED FROM N 0 I I I� THOSE SHOWN. • • • � I I�% 2)'t HE LOADING TYPE CANNOT ~ ® D_ • • • I� TERMINER. USE.. �EC7ANGI LOADING. (YiJ DACING OF VERTICAL MULLIOt PW I� 1 ••• I � W 'eos /I/ 1 0 MAY DE EXTRAPOLATED FROM N 0 I� THOSE SHOWN. • • • Z_ I�% 2)'t HE LOADING TYPE CANNOT ~ ® D_ • • • I� TERMINER. USE.. �EC7ANGI LOADING. (YiJ • • • • V 3) SEE PRODUCTS' APPROVAL FOR ¢O DACING OF VERTICAL MULLIOt LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY MULLION Nita Pm act Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL '• PW Q �L ••• • • � W 'eos PW MAY DE EXTRAPOLATED FROM N 0 $ $ THOSE SHOWN. • • • Z_ • 2)'t HE LOADING TYPE CANNOT \�.`aO�Y LYAIV "I ® D_ • • • I� TERMINER. USE.. �EC7ANGI LOADING. (YiJ • • • • V 3) SEE PRODUCTS' APPROVAL FOR ¢O • • •///,,,••• • ¢� rc EL Lo SHIDH Ssi • g • • • ,� NG �. a S y a PRODUCT REVISED complying with the Florida =12 building Code NOA-No. 17-0650.01 Expiration Date 05126/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY MULLION Nita Pm act Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL '• PW • CONFIGURATIONS. ••• • • CONFIGURATIONS NOT SHOWN MAY DE EXTRAPOLATED FROM THOSE SHOWN. • • • • • • 2)'t HE LOADING TYPE CANNOT \�.`aO�Y LYAIV "I •• PIA • • • • I� TERMINER. USE.. �EC7ANGI LOADING. \ �,tCENS '•,C `' F •,CF • • • • • • • 3) SEE PRODUCTS' APPROVAL FOR p: * , No. 5870$ — • • •///,,,••• • 11,09{UAL ANCHOR LOCATIONS.1.4 ,JO�� Ssi • • • • ,� NG �. / e LOADING OF VERTICAL • • • •.OAp N*OF•IORIZOiiAL • • • • A 'LlYNiNNIhE'T�\ P.E. MULLION 000 • • • • • • •tU,9101* • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •