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WS-17-622 Permit NO. WS-3-17-622 �st!O1S Miami Shores Village Permit Type:Windows/Shutters �,. 10050 N.E.2nd Avenue NE �� Pen� 'tvrkoCfass�eatian:Window/Door ReplaCem Miami Shores, FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FLORtDp Issue Date:3/14/2017 Expiration: 09/10/2017 Project Address Parcel Number Applicant 1290 NE 96 Street 1132060143850 Miami Shores, FL Block: Lot: TERESA VEREZ ESTENSON ANI Owner Information Address Phone Cell TERESA VEREZ ESTENSON AND 1290 NE 96 ST (305)758-2615 --- ----- MIAMI SHORES FL 33138-2573 Contractor(s) Phone Cell Phone Valuation: $ 4,300.00 HOME OWNER ®. ... Total Sq Feet: 0 Type of Work:REPLACE 2 WINDOWS 1 SINGLE 1 DOUBLE Available Inspections: No of Openings:2 Inspection Type: Additional Info:REPLACE 2 WINDOWS 1 SINGLE 1 DOUBLE Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due ]AnotoPay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-3-17-63233 DBPR Fee 03/09/2017 Credit Card $50.00 $99.00 DCA Fee Education Surcharge 03/14/2017 Credit Card $99.00 $0.00 Notary Fee Permit Fee Scanning Fee Technology Fee Total: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ofdinances 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 AFFIDA IT: I ce that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioi and z ing. Futh ore, I authorize the above-named contractor to do the work stated. March 14, 2017 A horized Sig ature: caner Applicant / Contractor / Agent Date Building Department Copy March 14, 2017 1 Miami Shores Village SSG g RECEWED Building Department JR 92 7 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 BY: — INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 Q BUILDING Master Permit No. NS ' -:� _(eZ2- • PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP � J ) C CONTRACTOR DRAWINGS JOB ADDRESS: I /i4 0 1[ J City: Miami Shores County: Miami Dade Zip ?j 1 70-2 Folio/Parcel#:II - ?22 J269-01-+ �O Is the Buil ing Historically Designated:Yes NO _ Occupancy Type: _Load: Construction Type: Flood Zone: A-j�_BFE: I.00 FFE: (06 OWNER: Name(Fee Simple Titleholder): ��/k�� / Phone#: ��%• ,r�Q�j r 2 Address: I yi'o l\jf:� '--1 (D (,:Zr City: -State: i Zip: Tenant/LesseeoN�am`e:: / Phone#: Email: �P�LYi1V�1��21 °` CONTRACTOR:Company Name: M`e ownle r Phone#: q 5 Address: I ��0 City: AA[AAA � 5P K121 State: �(� Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Soo Square/Linear Footage of Work: Type of Work: ❑ Additioon,� ❑ Alteration ❑ New /Repair/Replace ❑ Demolition Description of Work: ,X Specify color of color thru tile: Submittal Fee$ bo Permit Fee$ 12-0 CCF$ _ CO/CC$ c Scanning Fee$ ,2 Radon Fee$ Z_ 1DBPR$ Notary$ J Technology Fee$ 4 Training/Education Fee$ 1 Double Fee$ Structural Reviews$ Bond$ C( Q TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature WAl� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of t`f'IO YC� 20 by day of 20 , by F—Stt,Y1S(�Nho is personally known to who is personally known to me or who has produced U(o 72—SC(p� --- C) e or who has produced as identification and who did take an oatif�uY�Q t I fin— identification and who did take an oath. NOTARY P BLIC: NOTARY PUBLIC: I n. Sign: Print: .•;:a� .; MAHARAI K.GONZALEZ x602 rint: : i EXPIRES:November 2,2020 Seal: :;E o;' BondedThruNotaryPublicUndewritors eal: , APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) `5%o>"3s Miami Shores Village I.M. Building Department 10050 N.E.2nd Avenue PRS Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT -7 NAME: �t� { / DATE: -I ADDRESS: 1110 Nit, 01(o S�. I�II�M� sTT" t7 ?3312265 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. x`// Initial 4 I yJ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. v- Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. nd Initial "l v 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial S. I understand that,as the owner-builder,l must provide direct,onsite supervision of the construction. Initial 1 V 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by��county or municipal ordinance. Initial "y 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ,/ Initial�VY/ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. ' Initial�V/ 6- 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial-016 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htm] Initial V6 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: o NL �I(v S�• NII�MI s 00 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of �- 1/ 20 By'�*tC E'�,Q els `lam `S who was personally known to me or who has Produced t re License2Z 0d�� C��S `mss identification. 5Z Im3 N�N Cr Z N � Z OWNER NOTARY r Q iZ Miami Shores Villa e ,SN�RF 9 s IE Building Department logo 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ��ORiDA 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). Acknow edgem nt: r Z �A Q alifier/Owner Signature Date Print Name MIAMDADE MIAMI-DADE COUNTY r M4 .1111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER. - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High VelocitX Hurricane Zone: DESCRIPTION:Series ITGr,Clipped Extruded Aluminum Tule Multion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product -Control Revision-stamp with the Notice of Acceptance numberandexpiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 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.16-102,18.03 MIAMI-DADE COUNTY Expiratl UAW; Approval.Iatet-Apri114m201 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 63003R, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,*complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, 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. Manue a ez,P.E. Product Cont of Paminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`b Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Millerj.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel t P.E.Product Contr I E iner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 MIAMI•DiADE MIAMI-DA-DE COUNTY Mins PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Codeincluding_the High V locit7 Hurricane Zone: DESCRIPTION: Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, 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. 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 revises NOA# 15-0519.13 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.16-0629.21 Mi'art�-°A°E oouNTY Eapiratio , Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA 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 B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis 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 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 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel E. Product Contro Exa iner A NONo. 1 629.21 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`b Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries for their Series "CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 07/16/15 and expiring on 04/11/18. Manuel ere Product Control Ex mine NOA No. 16- 29 1 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 M IAM I-DADE MIAMI-DADS 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) vcww.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building CQde,.includingthr.�Iiorh_ locjqjJUricaneLZ�ne-- ESCRIPTIO_N: Series"CA-740F Fixed Casement"Aluminum Fixed Window-L.M.I APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details - LM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, 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. MISSILE IMPACT RATING:Large and Small Mi�=�=m�'s ABELING: Each unit shall bear a permanent babe 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# 15-0519.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval Aocument mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI DARE CQUNTY Explratioa aces pr , r( �' Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12421811) 2. Drawing No. MD-CA740F-LM,titled"Fixed Casement Window Details—LM", sheets 1 through 11 of 11,dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer'NXTTM spacer system and XL Edger111 spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 µ 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 CA740F aluminum fixed casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-sin Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.15) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel -2;P.E. Product Cont l E miner NOA No. -0629.22 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'Edition (2014), dated May 16, 2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.15) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.15) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.15,issued to PGT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I. approved on 07/16/15 and expiring on 04/11/18. Manuef Perez.,P. . Product Control Exa in NOA No. 16-06 .22 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 4 1 r SITE SPECIFIC WINDLOAD CERTIFICATE �. AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 32148-2477 Date Requested: 2/24/2017 1:11:02 PM Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey ECO WINDOW ECO WINDOW 9114nw106st 9114nw106st Medley, FL 33178 Medley, FL 33178 Project Address: 1290 NE 96 ST Job Name: 1290 NE 96 ST •""• MIAMI SHORES FL 33138 .... .....• Project Information Wind Load Analysis for components ead cladWwih �.•.:+ impact protection as per specifiCaU&Qf ASCE 7-4 0&2014 Wind Speed 175 mph FBC. Risk Category 2 • Building Classification Enclosed Design Wind PresswRes(PSA.:..• �... Exposure Category D Trib.Area (ft 2) ZoM04;•: Zone 5 •• ,:'% Roof Type Sloped 10 +51.1 • -55.4 +11Y '-68.4• ••• Mean Roof Height 20.00 ft ZONE 4C) d-10%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 20.00 ft ZONE 5t3 HEIOHT'H'FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A H General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.08 d Velocity Pressure Coefficient(Kz) 1.08 Topographical Factor(Kzt) 1.00 Valid Only with Engineer's Seal Velocity Pressure(Qh) 72.2 psf Velocity Pressure(Qz) 72.2 psf Gcp Zone 4 +1.00,-1.10 "r Gcp Zone 5 +1.00,-1.40 s� Notes: Based on data provided by the client. Ultimate wind speed ' used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. �. �'r y 0 2017 , Copyright AI-Farooq Corporation CAN (EB)#3538 NOT PART NOT PART OF PERMI OF PERMI W � - CoZZ Miami Shores Village NOT PART APPROVED BY n MG HURRICANE F PERMIT W.I.C. DATE ZONING DEPT BLDG DEPT 3 /� BATH l,;f CT TO(^W pI IA" (-F WITH Al L FF rFRAL. W.I.C. All ANISD- i'1iyi�, Af.[1RfCi ATI�)NS MASTER BEDROOM BATH MAR 9 20 cor . • c.L. c.L. . --� co *Doe IMP STORAGE BATH �,�Cf 7/�lr /�-1S�dl.�7tY✓; d/,eo�• ..Z. LL •..• .. d) w 3� r� w ..... CORREDOR `' •" ZFQ 0 � LINEN C.L. 7 § F1 GENERAL NOTE: W.I.C. - ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR BEDROOM OPENING OF NOT LESS THAN 5.7 SQUARE FEET. BEDROOM STAIR THE WIDTH SHALL BE NOT LESS THAN 20" AND No. R.".�t/lmw Data THE HEIGHT SHALL NOT BE LESS THAN 24" . THE NOT PART BOTTOM OF THE OPENING SHALL NOT BE MORE W.I.C. OF PERMI THAN 44" ABOVE FINISHED FLOOR. PERMIT - WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER 2 TO PRODUCT CONTROLS. FLOOR PLAN ONLY THE OPENINGS THAT ARE IDENTIFIED WITH SECOND FLOOR PLAN 1� �l(J�UV� 'r THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES � T g co$Afl-T Wr AND SIZE ARE PART OF THIS PERMIT. ALL OTHER " �,, ,� � OPENINGS ARE NOT PART OF THIS PERMIT. ;q .r IoM fob M EXISTING MG HURRICANE COLUMN 1 x 4 ALUM. MULLION N.O.A 16-0218.03 37" 37" 23a 23 4" 11 1 x 4 ALUM. MULLION 4 / 1 x 4 ALUM. MULLION N.O.A 16-0218.03 N.O.A 16-0218.03 To 21' / / 21 // 0000 �� 0000 0000 v K 00000 .. .. 009.0 .0000 . • (D0000. O •r .. M000 0000 ... . .co .. ... CASEMENT WINDOW 740 L.M.I. QTY= 1 '.j)Y CASEMENT WINDOW 740 L.M.I. ;••�; 0, w N.O.A. 16-0629.21 N.O.A. 16-0629.21 w • CASEMENT FIX WINDOW 740 L.M.I. Z� CASEMENT FIX WINDOW 740 L.M.I. •�� `''� •• N.O.A. 16-0629.22 N N.O.A. 16-0629.22 Z a 3 WINDOWS AND DOORS SCHEDULE No. R-W-/Maw Data MARK FRAME PANEL MANUF./ MODEL TESTED WINDOW DESCRIPTION GLASS TINT. COLOR STYLE W x H PRESSURE(P.S.F.) N.O.A. --- O ALUM. CASEMENT WINDOW 5/16" LAM. CLEAR WHITE XL 37"x INDUSTRIES +70 PERMIT IMPACT RESISTANT (TYPE "1") XR 37 x 42" 16-0629.21 SERIES CA-740 -91 O CASEMENT FIX WINDOW 5/16" LAM. CLEAR WHITE 2 37" x 21" P.G.T. INDUSTRIES +70 (TYPE '1") � ( ) 16-0629.22 �. IMPACT RESISTANT SERIES CA-740 -90 WINDOWS AND DOORS OALUM. CASEMENT WINDOW ELEVATIONS 5/16" LAM. CLEAR WHITE XL 23 3/4"x 42" P.G.T. INDUSTRIES +70 16-0629.21 IMPACT RESISTANT (TYPE "1") XR SERIES CA-740 -90 SCHEDULE OCASEMENT FIX WINDOW 5/16" LAM. CLEAR WHITE O 47" x 21" P.G.T. INDUSTRIES +70 16-0629.22 0— ."w IMPACT RESISTANT (TYPE 1 ) SERIES CA-740 -90 .r., i 5/16"LAMINATED 7116"LAMINATED GENERAL NOTES: SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK —"� GLASS STACK '~ CASEMENT WINDOW VARIES, RATED FOR LARGE&SMALL 090•BUTACITEOPVB 090"SG"�BY KURARAY SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 118"ANNEALED BY KURARAY3116"ANNEALED OR AMERICA,INC. GLASS AMERICA,INC. HEAT-STRENGTHENED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 37"WIDTH GLASS 3116"ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 118"ANNEALED ( GLASS STRENGTHENED VELOCITY HURRICANE ZONE(HVHZ). 25.476"MAX.O.C.E WIDTH IS EXTERIOR GLASS EXTERIOR 38 GLASS UNDER 33.476"(HEAD&SILL 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX. REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE FF..- EET-2 11/16"GLASS BITE 11/16"GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR "-' — '1`- ----------- 50 EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS t I\ } 'M�" 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. A j A,SEE O.C. ! GLASS TYPE GLASS TYPES 2 & 3- 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X I SHEET 2 y INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED \ I 7/8"NOM, 7/8"NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GLASS STACK GLASS STACK 7/16"LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 \ O.C.MAX. G1��ACK D GLASS STACK OTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION a 118"ANNEALED GLASS 3116"ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I ! / \ ® HEAT-STRENGTHENED GLASS 69" ' I 7/16-AIRSPACES 090"BUTACITE PVB 114"AIRSPACE j USE ANCHOR BY KURARAY 5}ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE 118"ANNEALED OR 3116'ANNEALED ooh�oo BY KURARAY PAIR AT EACH AMERICA,INC. GLASS pI tE�r��a INC. I TEMPERED GLASS OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT JAMB IF • • *400 ••0 ••••• I •� •3/16"ANNEALED OR • TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT IS 38 118"ANNEALED 38 • THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) I I 26"OR OVER GLASS HEAT�11!tEaG�iENEO GLASS• ERIOR SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION I R /� • • • •• ••••• j fir' SHALL BE DONE BY OTHERS AND 1S BEYOND THE SCOPE OF THESE I � � � • ••••• 50 INSTRUCTIONS. j / 76" 37 11116"GLASS BITE 37 11116"GLASS BITE j HEIGHT • • 0 •• ••• 00000 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS I , 3 3 ' •• ""' NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING • • 0 09:6 0 •0.0• APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED 32 50 32 •••t5D • TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. j ' ' ' • • • • 00000 I GLASS TYPES 4& 5 GLASS TYPgS Q tj 7 0 • • 7)DESIGN PRESSURES: I - T _ • ••••• A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, 7/8"NOM. - 01 0 • : 0 - FRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK 7/16"LAMINATED •• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. [.03 /16'ANNEALED OR HEAT-STRENGTHENED GLASS 14-1/2"MAX.O.C.IF WIDTH IS 114"AIRSPACE 090"SG®BY KURARAY 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4"MAX. 33.476"&OVER(HEAD&SILL) WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 3/16-TEMPERED AMERICA,INC. OR 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 30"VISIBLE GLASS HEA -STRENGTANNEALED E PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF OPENING(DLO) 38 *32 GLASS STRENGTHENED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP. ELEVATION OF CASEMENT WINDOW EXTERIORDISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDABUILDING CODE FOR CORROSION RESISTANCE. 16"GLASS BITE STANDARDS USED: 379)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 3 NOA;ELCO CRETEFLEX NOA;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND •ASTM E1300-04 ADM ALUMINUM DESIGN MANUAL. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION �•ALUMINUM DESIGN MANUAL,ADM-2010 as50 complying REVISED ;1,c�mpiying wins dle_F3otildst •AISI-S 100-07/S2-2010 8uldistg Code TABLE 1: GLASS TYPES 8 & 9 Acl`zptence No t la-o62 21 Ex 'Fafial F3ate GIBES Types Sheet# �� Revised By: Dote: Revision B: N "i ADDED SHEET 11 By '��•' t;Eti''• JR 05/05/16 Miami 1 5/16" Lami (1/8 An-.090" PVB-1/8 An) 5 GENERAL NOTES.............................1 WITH SPACERS. Q •' i Revised By: Dote: Revision A: 2 7/16"Lami (3/16 An-.090"SG-3/16 An) 6 ELEVATION.......................................1 * : ••:p 3 7116" Lami (3/16 HS-.090" SG -3/16 HS) 7 GLAZING DETAILS........................... 1 . INSTALLATION................................. 2 = Mo5805 4 7/8" Lami. IG(1/8" An-7/16"Air- 118"An-.090" PVB - 1/8"An) 5 ASSEMBLY TUBE DETAILS.............3 - /d # - Drown 8y: 5 7/8" Lami. IG(1/8"T-7116"Air- 118"An-.090" PVB -118"An) 8 ANCHOR SPECIFICATIONS............ 4 _ •(� _ Description: s Ifs" Lami. IG(3116"An- 114"Air-3/16" An-.090" SG-3/16"An) 9 ANCHOR QUANTITIES.....................4 �O � w GLAZING DETAILS J ROSOWSKI 7 7/8" Lami. IG(3/16"An- 1/4" Air-3/16" HS -.090"SG-3116" HS) 7 DESIGN PRESSURES...................... 5-9 �� ` 1070 TECHNOLOGY DRIVE 7itfe: Dote: ASSEMBLY DETAILS/BOM.............. 10 • '� QA' �� 8 7/8" Lami. IG(3116'T-1/4"Air-3/16"An-.090"SG -3/16"An) 9 EXTRUSIONS/SPACER....................11 '�:rS/ONA� t�G�`� N P ONI BOX 1529 275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 9 7/8" Lami. IG(3/16"T-1/4"Air-3/16 HS-.090" SG-3/16" HS) 7 /flitf I I I i t tit NOKOMIS, FL 34274 1 Series/Model: Scale: Sheet: Drawing No. Rev: "PVB"=BUTACIT& PVB BY KURARAY AMERICA,INC. A.LYNN h4lU ER,P.E. "SG"=SENTRYGLAS® BY KURARAY AMERICA,INC. P.E.#58705 CERT. OF AUTH. #29296 CA-740 NTS 1 OF 11 MD- 7 -LM INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCEOPTION 2 DISTANCE OPTION 4 INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO 82 TYP.ANCHOR 1!4"MAX 15 16 FRAME SILL 10 11 TYPE SHIM ATTACHED TO EMBEDMENT t VENT SILL $9 13 #12 STEEL AND EDGE ° .q 4 8 80 1283 SELF-DRILLING 5 1 DISTANCE PER 32 33 SMS,SEE TABLE SUBSTRATE, 20 3.SHEET 4. 22 23 4 SEE TABLE 3. rO SHEET 4. - 3 60EDGE ° 18 84 DADE APPROVED DISTANCE MULLION,ALUMINUM, 35-37 /� 8 tf BEL OPERATOR ARM 38 39 STEEL FRAMING OR v t `tom_ ATTACH TO VENT SILL 81 STEEL STUD. ATTACHEDTO (j 82 G/ - 35-37 FRAMEJAMB C A 13 EMBEDMENT 1 24 �' � SIBLE LIGHT WIDTH(DLO) 10 3 5 0009 83 70 FOR SNUBBER REQUIREMENTS, EXTERIOR ATTACHED TO SEE TABLE E SHEET 8 0 EXTE21Q&.• ,0 a VENTJAMB OPTIONAL ADDON WINDOW WIDTH 66go :12 5.�• FLANGE @ HEAD, r ' ' 0 0000•• •• 0000• SILL&JAMBS HORIZONTAL SECTION A-A • 81 11 SEE DETAIL EGRESS FORMULA$:• •••• ;'00 9 WINDOW Al,BELOW-� WIDTH,WASH H11-4rqF;Y0NDOV?j{QQ1A-13-1/Ro 3•• HEIGHT JAMB NOTES: 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,EGRESSJJIVP�'WINDQW%DTH-7-":,,. VISIBLE 14 WARE ) 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 •��0�• 6606411 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, • HEIGHT FOLLOW EMBEDMENT AND EDGE / / ADDITIONAL INSTALLATION VISIBLE LIGHT FSS: ' 9, (DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10"MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW'WIDTH'-7 • • •"'9 OPTION SHOWN MAY BE USED ON ANY "0900 HEIGHT /a " INSTALLED THROUGH THE HEIGHT:WINDOW H�16�T-7 • so**� SIDE OF THE WINDOW. WINDOW FRAMES AT 10"MAX. - •• • ••• • • ATTACHED \ i- l FROM EACH SIDE OF THE FRAME 0.0 TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2" I /TBE CONSIDERED 1X ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE O I / SEE TABLE BELOW: ATTACHED TO QQ INSTALLATIONS.1X WOOD BUCKS ARE FRAME JAMB 89 OPTIONAL.UNIT MAY BE INSTALLED I DIRECTLY TO SUBSTRATE. WOOD BUCKS -+� •�— 10"MAX I Additional Anchors Required each 40 DEPICTED AS 2X ARE 1-112"THICK OR L- SEE DETAIL A2,BELOW Side de oo}the Frame Assembly Tube(FAT) ATTACHED TO GREATER.1X AND 2X BUCKS(WHEN USED) r Window Anchor Type VENT JAMB SHALL BE DESIGNED TO PROPERLY - LL Width A B,C&D TRANSFER LOADS TO THE STRUCTURE. i 171-22.9" 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ 38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER > "' 9" 0 1 26"+ 1 1 OR ARCHITECT OF RECORD.MAXIMUM F- Window Anchor Type SHIM THICKNESS TO BE 1!4", a Haipht A B,C&D 20 15 16 0 17"-22.9" 0 0 82 DETAIL DETAIL 23"-25.9" 0 1 21 Al A2 26'+ 1 1 PRODUCT gE'ViSED 8 as complying wah tl m M80 Acceptance A4' Ir-meg. 1 19 84 1X WOOD Revised 8y: Date: Revision B: Ersiratioa Date 1 010 BUCKSTRIP, SEE B THIS SHEET. Revised By: Dote: Revision A: Miauai ade ProduM Conn- 114"MAX SHIM • 4 • •°. - - ® Description: Drown 8y: CROSS SECTIONS & INSTALLATION J ROSOWSKI CONCRETE EMBEDMENT PER ANCHOR ` 1070 TECHNOLOGY DRIVE Title: Date: REQUIREMENT N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 INSTALLATION OPTION 3P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION 13-13 :' . NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: 1X BUCKSTRIP INTO MASONRY. A LYNN MILLER,P.E. CERT. OF AUTH. X29296 CA-740 NTS 2 OF 11 MD-CA740-LM B P.E.ti 58705 CASEMENT (X) CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) PRt?DuCr'TREVISED as complying with ire Fhvi t �-. - 10",SEE NOTE 7,THIS SHEET Suildog Cede I&-C*25.12) FIG 1: FIGURE 2: .4mdPtance tib 740 SERIES/ E , U,on Date M AWNING / By WINDOW* G C / / Miami ado Prnds�ct D FRAME WINDO / / / ASSEMBLY HEiG TUBE FRAME ASSEMBLY TUBE NOTES: m 10",SEE NOTE 7, Q 1 \ / THIS SHEET � 740 SERIES \ )DIMENSIONS SHOWN ARE CASEMENT / TIP-TO-TIP DIMENSIONS FOR EACH J INDIVIDUAL WINDOW.FOR SIZES NOT WINDOW / SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT E {� WIDTH 740 740 / —E FRAME / DIMENSION SHOWN ON THE TABS. z° V SERIES SERIES a FRAME CASEMENT ASSEMBLY CASEMENT i 2)ANY 740-SERIES PRODUCT ASSEMBLYCASEMENT,AWNING OR FIXED o WINDOW TUBE WINDOW / E TUBE "-~ CASEMENT)MAY BE ATTACHED TO U) THE FRAME ASSEMBLY TUBE.FOR ��• 740 SERIES ALL WINDOWS,USE THE WINDOWS Q • • �• .•..•• FIXED WINDOW` / NOA FOR ANCHORAGE,SIZE AND o •• : ELI • JLIJ DESIGN PRESSURE LIMITATIONS. ' - ' — Q• `SEE PRODUCTS NOA FOR _ 3}ALL WINDOWS IN THE ••• • LIJ W •::• a a INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO .• •N .�• • Q 740 SERIES CASEMENT EXTERIOR / / INDIVIDUALLY COMPLY WITH THE " ' �' "•'• r REQUIREMENTS OF THEIR ••• ••�` • • ••�• WINDOW (� a RESPECTIVE NOA. •• •O X• Q % o 4)FRAME ASSEMBLY TUBE TO BE o,•• 0GCO i0 .M• z ... , 740 SERIES 740 SERIES FASTENED TO WINDOW,A5 SHOW IN ;F AWNING CASEMENT ••Y •wo o � :.... FOR SINGLE UNITS: _. .._ --,_.-. _-_. _ -- WINDOW _ WINDOW X ISA T • �— • DETAILS,WITH MIN #12 "SHEE _ . METAL SCREWS.USE THE_ _ � _ • _ MIN.#12 X 1"SMS SPACING AND QUANTITY AS HE T� 1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER. O LU • W 1- AND AND GLASS. INSTALLATION HOLESc v FRAME ASSEMBLY m 0) o W Q TUBE MAY 2)KNOWING YOUR ANCHOR TYPE TUBE TUBE NOTHEXFRAME ED 62SNEMBLY ENGTH(AS USED L v ,�U AND SUBSTRATE,DETERMINE Q N YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE O CROSS W}OR BE o o LL U N TABLE 3,SHEET 4. 1"SMS 1"SMS CONFIGURATIONS. THROUGH 740 SERIES THROUGH Uj 3)FROM SHEETS 5-9,FIND THEINSTALLATION CASEMENT INSTALLATION 6 THE FRAME ASSEMBLY TUBE IS it n °' WINDOW HOLES SHEET FOR YOUR CLAS ) ® o N "' HOLES NOT REQUIRED TO BE CLIPPED TO N THE SUBSTRATE.ALL EXTERIOR >_ FIND THE PRODUCTS TABLE 740 SERIES 740 SERIES JOINTS TO BE SEALED BY INSTALLER. 0 X i PRESSURE FROM THE TABLE FRAME CASEMENT EXTERIOR CASEMENT LABELED 'DESIGN PRESSURE ASSEMBLY o (PSF)FOR SINGLE WINDOWS,ALL WINDOW a TUBE WINDOW 740 SERIES =U n vi a EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, U_ ANCHOR GROUPS". CASEMENT ADDITIONAL INSTALLATION ANCHORS r w 0 0 4 DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a WINDOW" MAY NEED TO BE INSTALLED o ° o r } THROUGH THE WINDOW FRAMES AT o Z w TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW; DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 &2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on eaeh TABLES. 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. Side of the Frame Assembly Tube(FAT) 5)USING THE TABLE LABELED r Window Anchor Type "WINDOW ANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN a Width A B,C&Q (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE" DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17"-22.9" 0 0 THE NUMBER OF ANCHORS 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. 23"-25.9" 0 1 0�46 _NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > 26`+ 1 1JAMBS OF YOUR WINDOW. Window Anchor Type 4)USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF < Height A B,C&D . 6)INSTALL AS PER THE YOUR WINDOW. 1T`-22 9" 0 0 INSTRUCTIONS ON SHEET 2. o 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23"-25.9" 0 1 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). 26"+ 1 1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations PRODUCT ftE'+f1SED Window Width(in) Glass Type: Building Code as cm* yir*with the Fbdb } under 23" 25=15118" 27-3/4" 30" 33-112" 35" 3T PVB SG Anchor Group AhcWGroUlf Anchor Group Anchor Group Anchor Group Anchor Group ArkhorGrdup F.CCtlptPntx (Types 1.4&5) (Types 2,3&6-9) i Date A7 B C&D A B C&D A 1 B JC&D A B C&D A 8 C&D A B JC&D A B C&D Y" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12"max.from BM. under 23" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 63"and None 4liaxri Product � less Required eachmax O.C. 25-15/ifi" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SW 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12"max_from 12"max.from 38-3/8" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 o%er 63" each end&30" each end&30" a m Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. " Jamb 4 4 4 0 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 J "PVB"=BUTACITE� BY KURARAY AMERICA,INC. �...�..� Heed/Sill 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 r "SG"=SENTRYGLAS�Y KURARAY AMERICA,INC. O Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 6 4 Head/SHI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 = Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 4 1)USE THIS TABLE FOR U z V 06 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: 63" Jamb 6 6 6 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 DIMENSIONS SHOWN ARE ° Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. J o Jamb 6 8 6 6 8 6 8 8 6 8 10 8 a 10 6 8 10 6 8 10 6 ;; X • 7T Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT X'; X X'; X t; O Q ; •• • •U) ••�• • SHOWN,ROUND UP TO o 76' Jamb 6 8 6 8 8 6 8 10 6 8 10 6 8 10 fi 8 10 6 8 10 6 .y •• � .�. :J � Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 ]t2 3 2 3 3 3 3 3 3 THE NEXT AVAILABLE ; .•. .• Z .Q ..� • WIDTH OR HEIGHT 84' Jamb 8 8 6 8 10 6 8 10 6 8 10 6 10 6 • • W DIMENSION SHOWN ON �••• • Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 2 THE TABLE. X O O ••• •KV •ci. •0 •• 004 � Cj • ... •W`1 • ii ... vi.CO <. . TABLE 3: 0 0 0.0 .W Z 0000;0 Min. Min. Anchor ;'X t 0 !'X; X``; ;X'`, _ •(2• • Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16"ANNEALED SG LAMI.GLASS, . . Group Anchor Substrate Ede O.C. Plate • •Y �- •••••• p g Embedment 114"MASONRY ANCHORS INTO CONCRETE,+70%80 PSF DP REQUIRED,NO ANCHOR PLATE Distance Distance Required? �• •V>) .� Z 114" steel Ultracon Hollow Block 1" 6" 1-1l4" No > �• L(J _ 4 CASEMENT ANCHORS: S.Pine 5/8" 1" 13/8 No _ L m Q A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-90• O� 4 0� O c A #14,steel SMS(G5) 6063-T5 Alum. 3/8" 518" .050" No 0 O ° W Zi or#14,410 SS SMS A36 Steel 3/8" 518" 050" No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE Q��sy �� Qy�' �' C 0 U U A653 Stud,Gr.33 3/8" 518" .035",20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. F �0�y F o 4 Q U S. Pine 518" 1" 1-3/8" No P �� P 6� o B #12,steel SMS(G5) 6063-T5 Alum. 318" 5/8" .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. w or#12,410 SS SMS A36 Steel 3/8" 5!8" 050" No D SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. v N N A653 Stud,Gr. 33 3/8" 5/8" .035",20 Ga. No ) ® r, 2.85k Concrete 2-1l2" 4" 1-318" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1/4" steel Ultracon 2.85k Concrete 1" 4" 1-314" No Hollow Block 2-1/2" 5" 1-1/4" No F PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 4" o`` x C S. Pine 5!8" 1" 13/8" Yes TUBE SIDE OF THE AWNING(HEAD&SILL). 4" " 4" 4" z U m vi #12,steel SMS(G5) 6063-T5 Alum. 3/8 5/8" .0713" Yesw o M o or#12,410 SS SMS A36 Steel 3/8" 518" .050" Yes >a Y A653 Stud,Gr.33 318" 5/8" .045% 18 Ga. Yescr 3/8" Yes p S. Pine 5/8" 1" 1 Z Z FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): #14,steel SMS(G5) 6063-T5 Alum. 318" 5/8" .0713" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-83.1. or#14,410 SS SMS A36 Steel 318" 518 1 .050" Yes 10.6" / A653 Stud,Gr. 33 318" 5/8" .045", 18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25" 2.85k Concrete 1" 4" 13/4" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 2.85k Concrete 2-1/2" 4" 1316" Yes D 1/4" steel Ultracon Hollow Block 2-112" 5" 1-1/4" Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61 Filled Block 2-112" 4" 1-3/4" Yes \ 1/4" 410 SS 3.35k Concrete 1" 5" 1-3/4" No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CreteFlex Hollow Block 2-1/2" 5" 1-114" No 3.5k Concrete 1-114" 5" 13/4" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \ 6 5116" steel Ultracon Hollow Block 3-118" 5" 1-114" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" 4" Filled Block 2-1/2" 5" 13/4" No ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). NOTES: — 25" �+ 20"`{-+ 20" 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48" A.LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.#58705 L- ..-.,,,�;,;;- -�„�--_-- -,�----z ;�,:,. -•mac--�. 4 1 FOR GLASS TYPES: TABLE& 1) 5/16" LAMI (1/8 AN - .090- PVB - 1/8 AN) PRODUCT REVISED Design Pressure(pat)for Single Windows,All Anchor Groupsas complying with dw Florida 4) 7/8" LAMI. IG: (1/8" AN - 7/16"AIR - 1/8"AN - .090" PVB - 1/8" AN) Building Code Window Width Accdptaace trial '�.YO�t• j under 23" 25.15/16" 27-314' 30' 33-1/2' 35" 37" "PVB"=BUTACITE'4'VB BY KURARAY AMERICA,INC. E�rpiratiuo Date under 23" +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/90 B 25-15/16" +70/-90 +701-90 +70/-90 +70!90 +70/90 +701.80 +70/90 y Miami Ptod�ei x,,38,918 +70/-90 +70/-90 +70190 +70/-90 +70/-90 +70/90 WINDOW m E 48--_T+70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70!90 l +70191 HEIGHT i 50-518' +70/90 +70/-90 +70/90 +70190 +701-90 +701-90 + n{ i a 60" +70/90 +70/90 +70/90 +70/98.5 +701-80.6 +70177.7 +70/-74.3 WINDOW 63- +70190 +70/-90 +701-90 +70/94.3 +70/-76.5 +70/-73.7 +70/-70.1 -.-� I r,_ WIDTH •J 72" +701-90 +701-87.2 +701-77.7 +601-71.5 +601-62.4 +601-60.9 +/-59.3 L O 76" +70/90 +70/-84.6 +70/-75.7 +l 67.3 +/-58.9 +/-57.2 +l-55.6 SEE SHEETS 1 &4 FOR L11 d' 84' +70/90 +70/-80.4 +701-71.3 +60/92.1 +1-54.2 WINDOW ANCHOR z U LOCATIONS AND QUANTITIES. J TABLE 6: ¢• �•�+• • (n •R• Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube °•" ' ' J LIS.• ;.•• •• •• • Q •�• Window Width Cr•••0 4• J to m under 23" 25-15116" 27-314" 30' 33112" 35" 37" *000 �• ..• Anchor Group ric'-hw�roup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group •• • T_ •••• A B C D A B C&D B A,C&D B A,C&D A B C&D B A,C&D B A,C&D ";";00 •x CD 0 under 23" +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70'-90 +70/-90 �••••.ori.0 • = • 0 rn • 25-15116" +701-90 +701-� +7d-90 +70/-90 +701-90 +70J-90 +701-90 +701-90 +701-90 +701- +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70t-90 +701-90 q°i •core O Z •••• +701-90 +70/-71.6 +701-90 +701-90 +701-81 +7(!_90 +70J-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70'-90 +701-90 0 0 W • 48' +701-73.1 +1-57.3 +701-90 +701-90 +/-64.8 ( +701-90 } +701-90 +70/-90 +701-90 +701-87.8 +701-90 +70/-90 +701-78.6 +70/-90 +70/-90 +701-90 +701.88.9 +701-90 • •• � • ••.• c +/-69.3 +1.54.3 +701-90 +701-90 +1-61.4 ` +70/-90 +701-90 +70'-90 +701-83.2 +70/-90 +70/=90 +701-74.6- +70/-90 +701-89:2 +70/-90 +701-84.3 +701-892 O 60" +/-58.5 +1-45.8 +701-84.7 +701-90 +/-51.8 +701-81.2 +701-90 +70/-75.9 +701-90 +701-70.2 +70'-88.5 +701-80.3 +/-629 +70/-80.6 +70/-75.2 +70/-77.7 +701-71.2 +70l-74.3 O Z d• U I 63" +1-55.7 +/-43.6 +701-80.7 +70/-89.5 +/119.3 +701-77.3 +701-90 +70/-72.3 +701-90 +1-66.9 +701$4.3 +70/-76.5 +159 9 +70/-76.5 +70/-71.6 +701-73.7 +/-67.8 +70/-70.1 m� (n o(� w Q O a(n +A N U FRAME o 0 0 ti U �n 10'MAX. ASSEMBLY I TUBE TABLE 7: ' j Attached to a Horizontal Frame Assembly Tube 0 N Design Pressure(psfl for Windows ® N WINDOW N N Window Width HEIGHT 0 n n � WINDOW 0 J T under 23" 25-15/16" 27-3/4' 30 33-1/2" 35• 3r HEIGHT ASSEMBLY 0 o U Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group z o u TUBE I WINDOW ADDITIONAL c� Group Group Group Group -�{ WIDTH t� ANCHOR 0 0 All All All All B A,C&D A B C&D A B C&D t 0'MA- (4),IF REQ. oZ o w under 23' +70l-90 +70/90 +70/-90 +701-90 +701-82.1 +70/-90 +70/90 +TO!-78.5 +70l-90 +70/-90 +701-74.3 +70/-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 0 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25-15/16• +70/-90 +701.90 +70190 +70/.90 +70/-90 +70190 +70/98.8 +70/-90 +70/-90 +701-84 +70190 +70/90 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS 38.-318" +70/90 +70/-90 +70190 +701-90 +70/90 +70190 +701-90 +70/-90 +70190 +70/-90 +70/-90 +701-90 (4),IF REQ. REQUIRED FOR THE FRAME ASSEMBLY m 48" +70!90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/90 +70/-90 +70190 +70/90 +701-90 +70/-90 WINDOW! _ TUBE. = 50-518" +70/90 +70190 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-89.2 +701-89.2 +701-89.2 WIDTH tT 60- +70/-90 +70190 +70/90 +70/-88.5 +701-00.6 +70/90.6 +70/-77-7 +70/-77.7 +701-77.7 +70/-74.3 +701-74.3 +701-74.3 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 63" +70/-90 +70/90 +70/-90 +70l-84.3 +70/-76.5 +70/-76.5 +70/-73.7 +70/-73.7 +70l-73.7 +70/-70.1 +70/-70.1 +70(-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72" +70/-90 +70/-87.2 +70/-77.7 +70/-71.5 +601-62.4 +60l-62.4 +601-60.9 +60190.9 +60/-60.9 +/-59.3 +/-59.3 +/59.3 3 FOR ANY ADDITIONAL ANCHORS �� +/-58.9 +/58.9 +/-57.2 +/57.2 +/-57,2 +/-55.8 REQUIRED FOR THE FRAME ASSEMBLY+l-55.6 +/55.8 76" +70190 +70184.6 +701-75.7 +l-67.3 1.6. TUBE. 84" +701-90 +701-80.4 +701-71.3 +60/-82.1 +/-54-2 +154.2 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: TABLE 8: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) !,RODUCTREVISED Design Pressure(pst)for Single Windows,AN Anchor Groups x camt►ty►n$ �ow lding CO& J Window Width "SG"=SENTRYGLA BY KURARAY AMERICA,INC. wi;kcraptaatx Pia under 23" 25-15116" 27-314" 30" 33-1/2" 35~ 37' E. ration 17ace under 23' +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 WINDOW tau 25-15116" +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 HEIGHT 4iarri ede Proet 38-3J8' +90/-130 +901-130 +901-130 +9Q1-130 +90/-130 +901-130 +901-130 �rn 4W~ +90/-130 +90!-130 +907-130 +901-130 +90/-130 +901-130 +901-130 = 50518" +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90x1-130 +90/-130 � WINDOW +F a m 60' +90%130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 WIDTH 63" +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +gW-129.6 SEE SHEETS 1 &4 FOR 72" +901-130 +90/-130 +901-130 +90/430 +90/-129.1 +90/-122,5 +90%113.8 WINDOW ANCHOR 6 LOCATIONS AND QUANTITIES. 76" +90/-130 +901-130 +901-130 +90/-130 +90/-124.1 +901-116.7 +90/-107.8 a 84' *90!-130 +90/-130 +90/-130 +90/-130 +90%116.4 U� z V J TABLE 9' v. ••• `~• ••CA • •• Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube • • •J V-• .• ••• •• •.Q .®• Window Width •• •• W F_ Uj m .. �• C) under 23" 2515116" 27-N,C 30" 33-112" 35" 37" . CV •Uj Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group • •'T_ vj' • •'•' A B C D A B CBD 8 A,C&D A B C&D A B CBD B A,CBD A B C&D .• ••t Sll. • •y• under 23" +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70t-90 +701-90 +70(-90 +70/-90 +70r-90 +701-90 +701-90 +701-90 +701-90 +701-90 .. ��A �• ••0 �. 25-15116" +701-90 +701-90 +70/-90 +701-90 1 +701-90 +701-90 +70/-90 +70l-90 +70/-90 +70/-90 +701.90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 6 i o tiJ • z •••• 3B-318" +701-90 +701-71.6 +701-90 +701-90 +70/-81 +701-90 +701-90 +701-90 +70'-90 +701-90 +70`-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 •• 4g~ +701-73.1 +/-57.3 +701-90 +701-90 +1-64.8 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-87.8 +701-90 +70`-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70'-88.9 +70/-90 •• • X •� ..• 50-518' +/:69.3 +/-54.3 +70/-90 +701-90 +/-61.4 +701-90' +701-90 +70/-90 +701-90 +701-90 +70/-83.2 +70/-90 +70/-90 +701-90 +701-90 +701-89.2 +701-90 +701-90 +701-84.3 +701-90 > d •:Z 0 60" +158.5 +/-45.8 +70184.7 +701-90 +1-51.8 +70181.2 +701-90 +701-75.9 +70/-90 +701-89.6 +70/-70.2 +701-90 +70180.3 +70078.6 +701-90 +700-75,2 +701-90 +701-90 +701-7f.2 +70l-90 W a O+ +701-74.9 +70-90 +701-71.6 +701-90 +70185 +l7.8 +70l-90 +l-55.7 +l435 +70l-80.7 5 +7 O _ W Q63" 0 183 1669 +70190 aCn U) ZE U 3 W -, W _v < 4) N FRAME a p Q = U cn 10"MAX ASSEMBLY TABLE 10: I TUBE Uj ,n d rn Design Pressure(psf)far Windows Attachedto a Horizontal Frame Assembly Tube ® 1 ry Window Width WINDOW "�N M 4 WINDOW FRAME HEIGHT o under 23" 25-15/18" 27-314" 30" 33-112" 35" 3T' HEIGHT ASSEMBLY a`` x� Anchor Anchor Anchor Anchor Anchor Anchor TUBE _L m U; a Group Group Grog Group Group Group Anchor Group Anchor Group WINDOW ADDITIONAL w w 0 0 A6 All All All B A C E D A B CBD R B CBD 10 MAX WIDTH ANCHOR ~> n Y k I (4),IF REQ. o z Z w under 23" +74'-90 +701-90 *701-90 +701-90 +701-821 +70+-90 +701-90 +701-78.5 +701-90 +70/-90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1 B 4 FOR WINDOW ANCHOR 2515/16" +701-90 +70/-90 +701-90 +701-90 +701-90 +70(-90 +701-88.8 +70/-90 +701-90 +701-84 +701-90 +701-90 ANCHOR (4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 38-318" +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70(-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 3 FOR ANY ADDITIONAL ANCHORS 48" +70f-90 +70/-90 +701-90 +701-90 +70/-90 +70(-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70r-90 I WINDOW REQUIRED FOR THE FRAME ASSEMBLY ao -"i TUBE. = 5,0-5;g' +70/-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70'-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 WIDTH 60" +70'-90 +70/-90 +701-90 +701-90 +701.90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +7000 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 63" +701-90 +70/-90 +701.90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 72y +70Y-90 +701-90 +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 +70l-90 +701-90 +701.90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY 1 "j �6 76 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70f-90 TUBE. U 84" 1 +701-90 +701-90 1 +701-90 +701-90 +70/-90 +70/-90 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 4 FOR GLASS TYPES: TABLE 11: PRODUCT REVISED Design Pressure(ps$for Single Windows,All Anchor Groups 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) as complying with ft FkMa 7) 7/8" LAML IG: (3116" AN - 1/4" AIR- 3/16" HS - .090" SG - 3/16" HS) Building Code fro-0loZIT.01 Window Width Ace&ptance No under 23" 25-15116` 27-314" 30" 33-1/2• 3s• 37" 9) 718" LAM 1. IG: (3/16" T- 1/4" Al - 3/16" HS - .090" SG - 3/16" HS) 2 '"a''�'� under 23• +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 "SG"=SENTRYGLAS�BY KURARAY AMERICA,INC. Uy !Miami Ptadt. 25-15116" +901-130 +90%130 +901-130 +901-130 +901-130 +901-130 +901-130 38-VW +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 §� 48" +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 505/8' +901-130 +90/-130 +901430 +901-130 +90/-130 +90/-130 +901-130 a $ 6o" +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 WINDOW HEIGHT cG' 63• +901-130 +90%130 +901-130 +90/-130 +90/-130 +901-130 +901-130 J 72" +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 1 O L[E76* +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +900-130 WINDOW 4" +901-130 +901-130 +90/-130 +901-130 +901-130 WIDTH n- < (1) z SEE SHEETS 1 &4 FOR pZ5 Q WINDOW ANCHOR {' LOCATIONS AND QUANTITIES. Z o g • • V_ ¢• .rte` • • TABLE 12: � � • C •• • • • Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube ° • (r} • pL . Q•j•••• • •• . • • Window Width •••0• W �• m under 23" 25.15116" 27-314" 30" 33.112" 35" 37" Q •.•• �• • .N • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group •"' �- '�}j' "" A B C D A B C&D 8 A,C&D A B C&D A 8 C&D B A, C&D A B C&D ••�••i000 i UI • O �� + +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 •• •• O .(�. Q 3 � under 23" +7a-90 Ta-90 .... � op � �, • �+ 25-15116" +701-90 +701-90 + +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +T0/-90 +701-9b +701-9D +709-90 +701-90 +701-90 a' •�'O • (/} • Z +701-90 +701-90 +701-90 70/-90 4• a • •••• 38-318" +701-90 +701-71.6 +701-90 +70/-90 +701-81 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 . .'�' 48" +701-73.1 +/-57.3 +701-90 +70/-90 +/-64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701-90 +70/-90 +701-90 +70/.90 +701-90 +701-90 +701-90 +70/-88.9 +70/-90 ' • • • •••• 90 -90 -84.3 +701-90 Z OF 50-5/8" +1-69.3 +/-54.3 +70/-90 +70/-90 +/-61.4 +701-9D +701= + 1-71.2 +701-90 UJ d 60" +158.5 +/-45.8 +701-84.7 +701-90 +/-51.8 +70/$1.2 +701-90 +701-75.9 +70/-90 +70/-89.6 +701-70.2 +701-90 +70/$0.3 +701-78.6 +701-90 +701-752 +701-90 +701-90 +701 m11 63" +/-55.7 +143.6 +701-80-7 +701-89.5 +1-49.3 +70/-77.3 +70/_90 +70/-72.3 +701-90 +701-85.3 +!6$.9 +701-90 +701-76.5 +701-74.9 +70/-90 +701-71.6 +70/-90 +701-8&5 +/-67.8 +70/-90 �� (n �0 W 0 Q 0 0 ti p .4Uji (n h U 3 I.L v°i WQ FRAMEa o - O 0 U 1n 10"MAX. --+�-i ASSEMBLY TUBE TABLE 13: U-1 �n rn Design Pressure(psf}for Windows Attached to a Horizontal Frame Assembly Tube ® o °,N 0) Window Wath WINDOW M RWINDOW FRAME HEIGHT O _ under23" 25-15116" 27-3/4" 30" 33-1/2" 35" 37" HEIGHT ASSEMBLY o o`L Anchor Anchor Anchor Anchor Anchor Anchor TUBE 0 2 9 M Anchor Group Anchor Group WINDOW ADDITIONAL F w o 0 0 Group Group Group Group Group GroupLANCHOR > a Y 10"MAX. WIDTH o p 1 , All All All All B A,C&D A B C&D A B C&D (4),IF REQ. o Z z under 23" +701-90 +701-90 +70/-90 +70/-90 +70/-82.1 +70/-90 +701190 +701-78.5 +701-90 +701-90 +70%74.3 +701-9b ADDITIONAL SEE SHEETS 1 &4 FOR WINDOW ANCHOR 25-15116" +70/-90 +70/-90 +7(Y-90 +70/-90 +70+90 +70/-90 +70/-88.8 +701-90 +70/_9D +70/_84 +701-9b +70/-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 38-318" +70/130 *70/-90 +70/-90 +7(Y-90 +70/-90 +70/-90 +70/190 +701-90 +701-90 +701-90 +70/-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY Yto► 48" +70/-90 +70/-90 +70/=90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +7CV-90 I WINDOW I TUBE. I 50-5/8" +70/-90 +70!130 +70/130 +70/-90 +70/-90 +70/-90 +701190 +70/-90 +701-90 +701-90 +7Q/-90 +70/-9D WIDTH 60" +74130 +70/-90 +70+130 +70/-90 +70/-90 +70/.90 +70/130 +70/-90 +701-90 +701-90 +701-90 +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR ; + + +701.90 +701-90 +701-90 +70l-90 +701-90 +70/-90 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET �--- 63^ +701-90 +70/-90 +70/-90 70'90 70/-90 3 FOR ANY ADDITIONAL ANCHORS �{ 72" +70+-90 +70/-90 +701130 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY 76" +70'130 +70/-90 +70/130 +10/-90 +7(Y-90 +70/130 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 TUBE. _ 84" +701-90 +70/.90 +70/-90 +701-90 +70/.90 +7(Y-90 NOTES_ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: TABLE 14: 5) 7/8" LAM. IG: (1/8" T- 7/16" AIR- 1/8"AN - .090" PVB - 1/8" AN) PRODUCTREVIISED Design Pressure(psf)br Single Windows,All Anchor Groups I cdx:*ing with din 1:toeigh D "PVB"=BUTACITE'1PVB BY KURARAY AMERICA,INC. BnildingCo& Window Z1 ndow Width under 23" 25.15/16" 27-3/4" 30" 33-1/2" 35" 37" pp rxlsiratialte Date 116 under 23" +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 By 25-15116" +701-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 =4?isrti c Produ t 38-318" +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +701-90 = 48" +701-90 +70/-90 +701-90 +701-90 +701490 +701-90 +701-90 50-518" +70/90 +701-90 +701-90 +70190 +70190 +701-90 +701-90 a Co 60" +70190 +70/-90 +70/-90 +70/-90 +701-90 +701-88.6 +70/-84.6 WINDOW HEIGHT 2 63" +701-90 +7D/-90 +70/-90 +701-90 +701-87.2 +70/-84 +701-79.9 J i 72" +70/-90 +70/90 +701-88.5 +70/-81.5 +601-70 +60/-69.4 +60/97.6 76" +701-90 +701-90 +701-86.3 +70/-76.7 +60/.67.2 +60/95.2 +60153.3LLJ WINDOW CLti 84" +701-90 +70/-90 +70/-81.3 +60/-70 +60/91.8 WIDTH SEE SHEETS 1 &4 FOR WINDOW ANCHOR 0 3 LOCATIONS AND QUANTITIES. Z _j o TABLE 15: • Design Pressure(psf for Windows Attached to a Vertical Frame Assembly Tube ••• 1Jn •J r • Window Width h ••• •• �• •�Q •�"�• M40 under 23" 25-15116" 27-314" 30" 33-1/2" 35" 37" Q0 too Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ••„•(V •• •� A B C D A B C8D B A,CD A B C&D A B C&D 8 A,C&D B A,C&D 000000-- under •• •0--under 23" +70/90 +701-90 +70190 +70/-90 +701-90 +70/90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/90 +70/-90 +70/90 +701-90 +70/-90 .••••O Cr ••O �• 25-15/16" +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/90 +70190 +70/90 +701-90 +701-90 +70/-90 +70190 +701-90 +70/-90 +70/90 +70/-90 +70/90 +70/90 +70/-90 ••.�• = Q Z. OA 38-3/8" +70/90 +70/-71.8 +70/90 +70/-90 +70/-81 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70190 +70/-90 +70J-90 +70/-90 +70/90 +70/•90 +70/90 +70/-90 +70/-90 0 • o O {n • Z ••- 48" +701-73.1 +/97.3 +70/-90 +701-90 +/-64.8 +70/90 +70/-90 +70%90 +701-90 +701-90 +70/-57.8 +70190 +70/90 +78/-78.6 +70/-90 +707-90 +70/-90 +70/-88.9 +70/90 • 505/8" +199.3 +1-54.3 +70190 +701-90 +/-61.4 +70/-90 +70/90 +70190 +70/-90 +701-90 +70/-83.2 +701.90 +70/-90 +70/-74.6 +70/90 +70/-89.2 +70190 +70/-84.3 +70/-90 • •� • 60• +/-68:5 +/.45;8 +70/84.7 +701-90 +/51.8 +701-81.2 +70190 +701 75.9 +701-90 +70/89.6 +701-70.2 +70J-90 +70/80.3 +/62.9 +7W90 +70/-75.2 +701-88.6 +70/-71.2 +70/84.6 a ••Z 63• +/55.7 +/43,6 +70/-80.7 +70/-89.5 +/49.3 +701-77.3 +701-90 +70/-72.3 +701-90 +70/-85.3 +/-66.9 +701-90 +701-76.5 +/-59.9 +70/-87.2 +70/-71.6 +70/-84 +/-67.8 +701-79.9 O W FRAME o m O a Cn y V 10•MAX -�1 �+�- ASSEMBLY n 3 y(jJ v < m -`I I TUBE ° m Q U m F= � TABLE 16: WIN > Design Pressure(psO for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT C,4 cli Window Width f__ 0 Runder 23" 25-15/16" 27-314" 30" 33-1/2" 35" 37" WINDOW FRAME ADDITIONAL _jt` x WINDOW Anchor Anchor Anchor Anchor HEIGHT TUBE WIDTH WIDTH ANCHOR M 0 M u a Anchor Group Anchor Group Anchor Group (4),IF REQ. w z g Group Group Group Group SEE SHEETS 1 &4 FOR WINDOW ANCHOR >a o 0 AN All All All B A,C&D A B C&D A B C 8 D 10"MAX. LOCATIONS AND QUANTITIES.SEE SHEET o z of w under 23" +70190 +70/-90 +70/-90 +701-90 +70/-82.1 +70%90 +70/-90 +70/-78.5 +70/.90 +70/-90 +70/-74.3 +70/-90 ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS v 25-15/16" +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701.88.8 +70/-90 +70/-90 +701-84 +70/-90 +701.90 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38-3/8" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 (4),IF REQ. TUBE. 48" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 m , x 50518" +701-90 +701-90 +70/-90 +70/-90 +70/90 +701-90 +70/90 +701-90 +701-90 +701-90 +70/-90 +70190 WWNDOH 60" +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-88.6 +70/-88.6 +70/88.6 +70/-84.6 +701-84.6 +70/-84.6 63" +70/90 +701-90 +70/-90 +70/-90 +701-87.2 +70/87.2 +701-84 +701-84 +7D/-84 +701-79.9 +70/-79.9 +70/-79.9 SEE SHEETS 1 &4 FOR WINDOW ANCHOR � LOCATIONS AND QUANTITIES.SEE SHEET 72" +7(V-90 +701-90 +70/-88.5 +70/-81.5 +601-70 +601-70 +601.89.4 +60159.4 +60/-69.4 +60/57.6 +601-67.6 +601.87.6 3 FOR ANY ADDITIONAL ANCHORS 76• +70/-90 +701-90 +70/-86.3 +70/-76.7 +60157.2 +60/97.2 +60/-65.2 +60/55.2 +60/-65.2 +601-63.3 +60/-63.3 +60/63.3 REQUIRED FOR THE FRAME ASSEMBLY TUBE. 84• +70/-90 +70/-90 +7(V.81.3 +60/-70 +601-61.8 +60/91.8 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: TABLE 17: Design Pressure(pst)16rSirgie Windows,All Anchor Groups 6) 7/8" LAMI. IG: (3/16"AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16"AN) PRODUCTRLVISED as complying with the Flaanda 8) 7/8" LAM1. IG: (3/16" T - 1/4" AIR- 3/16"AN - .090" SG - 3/16"AN) BuildingCde Window Width Acovtptance Not)(02q•121 under 23" 25-15116" 27-3/4" 30" 33412" 35" 37" "SG"-SENTRYGLA BY KU RARAY AMERICA,INC. E' ra Date under 23' +901-130 +901-130 +90/-130 +90/430 +90/-130 +90/-130 +90/-130 By 25-15/16" +901-130 +90030 +901-130 +901-130 +901-130 +901-130 +901-130 Miam' a ePro rxxt uthc 383/8" +90/-130 +90030 +901-130 +90/-130 +901-130 +901-130 +901-130 L 48" +901-130 +901-130 +90/-130 +90/-130 +90/430 +90/-130 +90/-130 T °D T 50-518" +90/-130 +90/-130 +90/-130 +90/430 +90/-130 +901-130 +90/-130 m 60- +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 WINDOW HEIGHT 2 63" +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 J 72" +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-124.6 +90/-115.7 O 76" +901-130 +90/434 +901-130 +90/-130 +90/-126.2 +901-118.7 +90/-109.6 --- � WINDOW a 84- +90/-130 +90/-130 +90/-130 +90/-130 +90/-118.4 WIDTH ~ SEE SHEETS 1 &4 FOR 06 06 z U a i WINDOW ANCHOR () LOCATIONS AND QUANTITIES. Z em T TABLE 18: 00 • • (n •�: Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube •• • • J '�s Window widen ••• •• Hit 0 m under 23" 25-15116" 27-314" 30" 33.1/2" 35" 37" LL) the Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group �- U) A B C D A B C&D B A, C&D A B C&D A B C&D B A,C&D A B C&D ••• •+00 • • �• under 23- +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +79-90 +70/-90 +700-90 +70/-90 +70'-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 �..• ,�+� 0 �• 00 25-15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70'-90 +70/-90 +701-90 +701-90 +700-90 +701-90 +70/-90 +701-90 +701-90 +701-90 Qi o O • (n Z •••• 38318" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +700-90 +701-90 +70'-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 : • • dg" +70l-73.1 +/-57.3 +701-90 +701-90 +1-64.8 +70/-90 +701-90 +701-90 +701-90 +701-90 +701.87.8 +70/-90 +701-90 +701-90 +7(/-90 +70/-90 +70/-90 +701-90 +70/-88.9 +701-90 •• •Y •�i • g_ 50-5/8" +/-69.3 +1-54.3 +70/-90 +701-90' +/-61.4 +70/-90 +701-90 +701-90 +701-90 +701-90 +70183.2 +701-90 +701-90 +70/-90 +70'-90 +70189.2 +701-90 +701-90 +70f-84.3 +701-90 j Z 60" +/-58.5 +/-45.8 +701-84.7 +701-90 +/-51.8 +701.81.2 +701-90 +70/-75.9 +701-90 +70/-89.6 +701-70.2 +701-90 +701-80.3 +701-78-6 +70/-90 +701-75.2 +701-90 +701-90 +701-71.2 +701-90 63" +/-55.7 + 3.6 +701-80.7 +70/-89.5 +/-49.3 +701-77.3 +701-90 +700-72.3 +70/-90 +701-85.3 +/-66.9 +701-90 +701-76-5 +701-74.9 +701-90 +701-71.6 86. +70/-90 +70/- 5 +7-67.8 +701 /1 -90 Q o b 0 ave �U � C N FRAME 10-MAX. ASSEMBLY TUBE W TABLE 19: N Design Pressure(psf}for Windows Attached to a Horizontal Frame Assembly Tube WINDOW M HEIGHT o Window Width WINDOW FRAME Z X L` _ Hunder 23" 25-15116" 27-314" 30" 33.1/2" 35" 37" HEIGHT ASSEMBLY =C-)m tf a Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group TUBE WINDOW ADDITIONAL 02 (5,2 w o 0 0 Group Group Group Group Group Group WIDTH o o F2 ANCHOR � [i Y 10'MAX. (4),IF REQ. z z Cr Al All All All B A,C&D A B C&D A 8 C&D W L' SEE SHEETS 1 &4 FOR WINDOW ANCHOR under 23" +70/-90 +70/-90 +701-90 +701-90 +701-82.1 +701_90 +70/-90 +701-78.5 +701-90 +70/-90 +701-74.3 +7d-90 ADDITIONAL ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 25-15/16" +701-90 +70/-90 +70/-90 +701-90 +701-90 +70+-90 +70/-88.8 +70/-90 +70/•90 +701-84 +701-90 +701-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 38-318" +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY L 48" +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701.90 +70/-90 WINDOW TUBE. i 50-5/8" +701-90 +70/-90 +701-90 +701-90 +70/-90 +70(-90 +701-90 +70%90 +701-90 +70/-90 +70/-90 +701-90 WIDTH i-•- 60" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70%90 +70/-90 +70/-90 +701-90 +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 63" +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/490 +70/-90 +70(-90 LOCATIONS AND QUANTITIES-SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 72" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY g 76" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 TUBE. 84" +701.90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 TABLE 20: Item Dwg.# Description Material ASSEMBLY DETAILS 1 7002 IMain Frame Head,Sill&lamb 6063-T8 Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063-T6 Alum 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 3 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275!' Flex PVC 70 10 7024 Maxim Multi-Point Lock Steel SASH 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 1 14 7015 Tie BarAssembly Steel or SS b 15 7028 Maxim Dyad Operator,WW<.24" Steel 16 7027 Maxim Dual Arm Operator,WW>24° Steel b 17 7030 Operator Gasket Vinyl Foam 7 0000 18 7031 Operator Backing Plate Steel , . •0009• 699909 19 7051 Operator Sacer Block Nylon 3 666 • • • 0+ 20 7032 Stud Bracket Steel 6:6:09 •• •• 0006% 21 7033 Operator Track&Slider Dual Arm Steel '60.00 • ,000: 22 7023 Egress Hinge(HeavyDuty),Manuf.b Truth ...6 66.0 . • y Steel 5 •.•••� •..•.• •.�•.• 23 7050 Egress Hinge/Washable HD),Manuf.b Truth Steel ...... . .0 ..... 24 Snubber,Anti-blowout Cli Steel 66.000 660666 66666 32 171.3 Settin Block 5/32"x 3/16"x 1-1/4° EPDM 600000 0 • 33 1714 Setting-Blo! 5/32"x7/16"x1-1/4" EPDM • 6 0000•• 35 7036 LamiBead B 6063-T6 Alum. 85 : 606 0 :90 so: 06 6666 • 6 6 36 7042 Lami Bead 6063-T6 Alum. •00 37 7059 Lanni Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 1 39 1225 Vinyl Bulb Wst (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-114 Alum. = INTERIOR 61 7040 Screen Corner Key Po{ypmpolene 62 Screen Cloth Fiberglass 6 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 4 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6Alum. FRAME 80 #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 81 1157 #8x 1/2"Ph.Pn.SMS Stainless Steel CORNERS PPODUCT REWISEL) 82 #8 x 5/8"Fl.Ph.SMS Stainless Steel 86 B Building ink witl:ttu Florida 83 #8 x 7/8"FI.Ph.SMS Stainless Steel fAcccegteu=NO tro-06Tq•21 84 #8 x 1"Fl.Ph.TEK Stainless Steel _ Revised By: Date: Revsion B. Expiration Bate 85 #8 x 1"Quad Pn SMS Stainless Steel py. 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel dA�am FT° Rev;sed By: Date: Revision A: 87 #10 x 1/2"Ph.Pn./TEK Stainless Steel 89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless SteelI I I 90 #12 x 1"Ph.Pn.TEK Stainless Steel ® Description: Drawn By: BOM AND CORNER VIEW J ROSOWSKI 1070 TECHNOLOGY DRIVE Titre: Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 11 M D-CA740-LM B P.E.#58705 .062" —� 1.124" �— NOM. .434" 2.919" T .125" buLj SILICONE HOT-MELT BUTYL .439- �,,,� T .062" 2-701" NOM. STRUCTURAL " STRUCTURAL SILICONE 3/16"NOM. 1.159" 062" POLYISOBUTYLEN 1/4"NOM. FOAM 2138 WITH 2.784" WITH DESICCANT DESICCANT 093" EXT.GLASS EXT.GLASS ,� FRAME HEAD, 3 SASH TOP, 71 FRAME a SILL&JAMB O BOTTOM &SIDE O ASSEMBLY TUBE #7002, 6063-T6 #7003, 6063-T6 #7004, 6063-T6 INT.GLASS INT.GLASS 1.356" 2203" �Qo KODISPACE SUPER .441" 040" 1.000" 4SG TPS SPACER®NXT TM .423• --� r .095" � � �f .093" "•' FIXED .09or '- •••• • 2 ANCHOR PLATE 60 SCREEN FRAME 74'ADDON"VE ALUMINUM #7071, 6063-T6 #7006, 6063-T6 •�61134, 6063'('$ �'•"• REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16"NOM- "" 000000 • ••••• 5116"NOM SEAL 0000•0 • .. ••;•• BUTYL& SILICONE SEAL 706" 523" • • • ' 00 DESICCANT ROLL-FORMED .050" �+-- 050" � , • •••• ••'•• FOAM �' STAINLESS STEEL • • EXT.GLASS 865" .865" . . •••••• • • • ' 0000• EXT.GLASS 35 BEAD B 36 BEAD C INT.GLASS INT.GLASS #7036, 6063-T6 #7042, 6063-T6 102 DURASEAL® ,06 XL EDGETm SPACER SPACER l � .172" .870"�:L_ .050" Part# Description Material �— .569" 100 lKommerling 4SG TPS Spacer System BEAD D See this 37 #7059, asPRODUCT complying IC ng with = 101 Quanex Super Spacer nXr with Hot Melt Butyl 6063-TB as cc�nZpiy�ing wit,.t#�Florida Sheet for `jui'd'''g eon ,c�cepznce N06-062T.21 102 Quanex Duraseal Spacer Materials Expiratix,Date _'ZL7!$ 103 ICardinal XL Edge Spacer Revised By: Date: Revision B: REFERENCE TEST REPORTS:FTL-8717,8968&8970 JR 05/05/16 ADDED THIS SHEET y YA WITH SPACERS. iri:ire f)ede,Yivdukt Revised By: Date: Revision A: Description: Drown By: ... :�� EXTRUSIONS & SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FLCASEMENT WINDOW DETAILS — LM & SM 08/08/12 75 - P.O. BOX 152929 NOKOM15, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD—CA740—LM B P.E.#58705 5/16"LAMINATED 7116"LAMINATED �,�"" DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK GENERAL. NOTE SERIES SERIES 740 0 09D'sG"BYKURARAY IMPACT-RESISTANT FIXED DOW VARIES, RATED FOR LARGE&SMALL o9o"BUTACITE Pvs SEE SHEETS 6-10 MISSILE IMPACT RESISTANCE 1r8^ANNEALED BY KURARAY 3r16^ANNEALED ED AMERICA,INC. HEATSTRENGTHENED GLASS AMERICA,INC. GLASS3/76"ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY I 1/8'ANNEALED 38 ( ---HEAT-STRENGTHENED WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"WIDTH EXTERIOR GLASS EXTERIOR INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53"VISIBLE LIGHT WIDTH(DLO) a I 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B,SEE SHEET 2 11116"GLASS I 11J76"GLASS DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS 4" �— �� BITE 35 BITE ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST 4"MAX. 11 1 TEMPERED. 19"O-C.MAX. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE { IF JAMB IS 50 32 50 ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. OVER 60". MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN I CGLAIT-YJP _1D GLASS TYPES 2 &3 PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE _._.__ WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. r —t 7r8"NOM. Ira"NOM. GLASS STACK 5116'LAMINATED GLASS STACK A I SEE 7/16"LAMINATED 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 69" I / HEET 2 76" GLASS STACK GLASS STACK CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE I HEIGHT 118"ANNEALED 3/16"ANNEALED OR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT GLASS —>---HEAT-STRENGTHENED GLASS WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. HEIGHT I / 7/16"AIRSPAC ® 114"AIRSPACE .090"BUTACITE .090�S�G�Y KURARAY 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO (DLO) I 118"ANNEALED OR PVB BY KURARAY 3116"ANNEALED • AMt�!INC. 0000 PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK TEMPERED GLASS AMERICA,INC. GLASS • DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE j Ira"ANNEALED 39 • 3116"ANNEAYEDQR 38 ENGINEER OR ARCHITECT OF RECORD. 23"O.C.MAX. i GLASS • HEAT-STPlE�NGTKENED Glh96• • r IF JAMB IS EXTERIOR EXTERIOR • • :••• 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND I 60"OR LESS. a 11/16"GLASS i 1116"Gl aSS'• ' • WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 37 BITE 37 " ' BITLP'•• 00000 •• • •• 0000• EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW 1 1 • • • • JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 0000 00.000 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 23"O.C.MAX.IF L- ys 19"O-C.MAX.IF • . 00 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SILL —,+--•"! HEAD OR SILL 50 : ' INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60"OR LESS. IS OVER 60". 32 32 ;:90660 0 0 0•• SCOPE OF THESE INSTRUCTIONS. • ••• • 0 0••• GLASS TYPES 4&5 GLASS TYPES16 8E 7 • 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE T (P• ELEVATION OF FIXED CASEMENT WIN Q 7/E"NOM. • THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS GLASS STACK 7/16"LAMINATED CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY GLASS STACK OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS TABLE 1: IMPOSED ON THEM BY THE WINDOW. 3116"ANNEALED OR Glass Types Sheet# 1r4"AIRSPACE —HEAT-STRENGTHENED GLASS 7)DESIGN PRESSURES: 3/16"TEMPERED t; .090'DUPONTSG%Y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 1 5116" Lami (1/8 An-.090" PVB -118 An 6 GLASS —KURARAY AMERICA,INC. 3116'ANNEALED OR PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. " 39 HEATSTRENGTHENEDCLASS B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 2 7/16" Lami (3116 An-.090" SG-3/16 An) 8 EXTERIOR I STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 7116"Lami (3/16 HS -,090"SG-3116 HS) 9 PER ASTM E1300. 4 7/8" Lami. IG(118"An-7116"Air-1/8"An-.OW PVB- 1/8`An 10 I 11/16"GLASS 5 718" Lami. IG(118` T-7116"Air-118"An-.090" PVB-118"An 7 37 BITE B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 6 7/8" Lami- IG(3/16" An- 1/4"Air-3/16"An-.090" SG-3/16"An 8 1 TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1J3%STRESS INCREASE 7 7/8"Lami. IG(3/16"An- 1/4"Air-3/16" HS-.090" SG-3/16" HS 9 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 7/6" Lami. IG(3116"T-114"Air-3116"An-.090" SG-3116" An 8 s 1 50 PRODUCT REVYSW LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 7/8" Lami. IG(3/16"T- 1/4"Air-3/16" HIS-.090" SG-3116" HS 9 32 as oerriptyft With dwFksi& ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT "PVB"=BUTACITEVPXB INTERLAYER BY KURARAY AMERICA,INC. 13,4td�Code =tp�L3�ia2q•2� WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "SG"=SENTRYGLAS"NTERLAYER BY KURARAY AMERI INc GLASS TYPES 8 & 9 Acaplsnce Pio REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR l l., i. Expiration Dafe �a8 CORROSION RESISTANCE. 0, '0-o", 0-o" , /• Revised 8y: Date: Revision B. '.. �''' J R 0 cj ADDED SPACERS TO By ` ,�>••.•; �i /05 16 SHEET 11. tifianii ade Profixa 9 REFERENCES:TEST REPORTS FTL-7063,3579,3580,3724; } GENERAL NOTES.............................1 .- ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS ELEVATION.......................................1 Revised By: Dote: Revision A: FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS........................... 1 MANUAL. INSTALLATION................................. 2 i`" Drown 8y: ASSEMBLY TUBE DETAILS.............3 '' ® Descnpt;on: _ STANDARDS USED: ANCHOR SPECIFiCATiONS............ 4 �.;- GENERAL NOTES & ELEVATION J ROSOWSKI [ r 5 ANCHOR QUANTITIES.....................4 ,'' Q �g •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1070 TECHNOLOGY DRIVE Title: Dote: •ASTM E1300-04 DESIGN PRESSURES...................... 6-10 Z �, ASSEMBLY DETAILS/BOM.............. 11 r`;',^. L��': N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION P.O. BOX 1529 •ALUMINUM DESIGN MANUAL,ADM-2010 ;; -' i t�ti' ;. NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: •AISI-S100-07/S2-2010 A.jLjYIJt�lCAILLER,P.E. P.E.UiLER CERT. OF RUTH. #29296 CA-740 NTS 1 OF 11 MD-CA740F-LM B INSTALLATION EDGE INSTALLATION INSTALLATION OPTION 1 DISTANCE EDGE DISTANCE OPTION 2 CONCRETE/CMU INSTALLATION OPTION INSTALLATION ANCHORS INSTALLATION PER ANCHOR INTO 2X WOOD. ANCHORS DIRECTLY REQUIREMENT ANCHORS DIRECTLY EMBEDMENT INTO MASONRY. BUCK WIDTH INTO METAL. TYP.ANCHOR a 1/4"MAX TYPE SHIM / EMBEDMENT AND r AS REQUIRED EDGE DISTANCE ,, q PER TABLE 3, 2 #12 STEEL PER SUBSTRATE, . SHEET 4 SELF-DRILLING TABLEAS REQUIRED 1 S SHEET 4 3 3 SHEET 4. TABLE 3, PER TABLE 3, 2 SHEET 4 DADE APPROVED 3 EDGE MULLION,ALUMINUM, DISTANCE STEEL FRAMING OR 38 39 STEEL STUD. 35-37 EMBEDMENT 57'Ir 1 VISIBLE LIGHT WIDTH(DLO) 1 EXTERIOR 70 WINDOW WIDTH • •�' •••••• OPTIONAL ADDON FLANGE @ HEAD, HORIZONTAL SECTION A-A •••� ' 946o.:•�••• ••••'• SILL&JAMBS •••�•• ••'•• SEE DETAIL _ ""•• :•••* Al,BELOW'4 NOTES: •• "• ••••' • • ••s• •••• ••••• NOTES: I - VISI kj&W6HT FQRMVI.AS WINDOW 1)WHEN INSTALLING ••:•• 1)USE ONLY SUBSTRATE-APPROPRIATE COMBINATION UNITS, WIDTH:*MDOW Ot{:10 7 ..... HEIGHT VISIBLE / ADDITIONAL INSTALLATION HEIGKT:WINDOW HEIGHT-7 • LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. �L •ANCHORS MAY NEED TO BE • • • • Goeo HEIGHT FOLLOW EMBEDMENT AND EDGE . • • • INSTALLED THROUGH THE (DLO) •••••• 10"MAX. • DISTANCE LIMITS.ANY INSTALLATION WINDOW FRAMES AT 10"MAX. •••••e ••• • ;.... BUCK OPTION SHOWN MAY BE USED ON ANY • HEIGHT SIDE OF THE WINDOW. _ FROM EACH SIDE OF THE FRAME .•� EXTERIOR r.— ASSEMBLY TUBE CENTERLINE. 2)ALL WOOD BUCKS LESS THAN 1-1/2" j SEE TABLE BELOW: . THICK ARE TO BE CONSIDERED 1X I - j Additional Anchors Required on each INSTALLATIONS. 1X WOOD BUCKS ARE 10"MAX' —�-j I� I Side of the Frame Assembly Tube(FAT) OPTIONAL.UNIT MAY BE INSTALLED Window Anchor Type DIRECTLY TO SUBSTRATE. WOOD BUCKS L.—a,SEE DETAIL A2,BELOW LL Width A B.C&D DEPICTED AS 2X ARE 1-1/2"THICK OR 1 17"-22.9" 0 0 GREATER.1X AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY �223'-25.9-"+ 1 1 1 TRANSFER LOADS TO THE STRUCTURE. _ 1 WOOD BUCK DESIGN AND INSTALLATIONQ Window Anchor Type 38 39 IS THE RESPONSIBILITY OF THE ENGINEER L+- Height A B,C&D OR ARCHITECT OF RECORD.MAXIMUM 17"-22.9" 0 0 � SHIM THICKNESS TO BE 1/4". = 23"-25.9" 0 1 3 � 26"+ 1 1 1 DETAIL DETAIL PRODUCT REVISED 4 Al A2 as complying wi*s>>t�Fitir(dst i3mcpte Codce 14 *-Ornij 2 a�.�ptaa�� E ' t' Da 2019 1X WOOD Revised By: Date: Revision B: BUCKSTRIP, By SEE NOTE 2, Miami Ade Produr'!f THIS SHEET. Revised 8y: Date: Revision A: ` TYP.ANCHOR TYPE, 1/4"MAX SHIM EMBEDMENT AND EDGE a. DISTANCE PER SUBSTRATE, ` •° „ ( ® Description: Drawn 8y: EMBEDMENT SEE TABLE 3,SHEET 4. �g.t 6 .. GENERAL NOTES & ELEVATION J ROSOWSKI CONCRETE, PER ANCHOR •d ' " 1070 TECHNOLOGY DRIVE Title: Date: INSTALLATION OPTION 3 REQUIREMENT • , . N. VENICE,XF 24275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: 1X BUCKSTRIP INTO MASONRY. A.LYNN MILLER P.E. P.E.#58705 CERT. OF RUTH. #29296 CA-740 NTS 2 OF 11 MD-CA740F-LM B FIXED CASEMENT (0) FIXED CASEMENT 1 CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT (XXO) [AROaIJCTREVISM as *hA Fkxft F3ueldu�eg Code A=pranoc No 16.0 f�71 .22 FIGURE 1: FIGURE 2: 740 SERIES �� // Fxpiranyn Daft Y j -- — AWNING �/ By WINDOW* tViia¢n"Dade Prothxtt <�st�Y D FRAME WINDOW / / C Cry, / f� ASSEMBLY _ HEIGH �" TUBE FRAME ASSEMBLY TUBE NOTES: m / 10",SEE NOTE 7, a–D 1)DIMENSIONS SHOWN ARE THIS SHEET 740 SERIES / TIP-TO-TIP DIMENSIONS FOR EACH CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT WINDOW* / SHOWN,ROUND UP TO THE NEXT CD J / AVAILABLE WIDTH OR HEIGHT WIDTH 740 740 / DIMENSION SHOWN ON THE TABLES. J z6 Q SERIES FRAME SERIES E FRAME 2)ANY 740-SERIES PRODUCT Cn ° V C i FIXED ASSEMBLY CASEMENT ``ASSEMBLY CASEMENT,AWNING OR FIXED J o 0 CASEMENT TUBE --.► WINDOW WINDOW' .. E TUBE CASEMENT)MAY BE ATTACHED TO Q 4 740 SERIES THE FRAME ASSEMBLYTUBE.FOR ••=j• FIXED ALL WINDOWS,USE THE WINDOWS ••• •�+ 0 • CASEMENT / NOA FOR ANCHORAGE,SIZE AND g • +W WINDOW DESIGN PRESSURE LIMITATIONS. ••� • '+Q• *SEE PRODUCT'S NOA FOR 3)ALL WINDOWS IN THE ••• •u+ 0 �•M• \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO • • N • m 740 SERIES INDIVIDUALLY COMPLY WITH THE ••• V •�• •;•'+ FIXED EXTERIOR +••• • f REQUIREMENTS OF THEIR • • � ; t'• ' CASEMENT R / / RESPECTIVE NOA. •• • CO '►�++ z o'+z 00 WINDOW �7 / a••� p p cn • - 4)FRAME ASSEMBLY TUBE TO BE q 4 �• W ••.+• 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN • ;•Lci • AWNING CASEMENT DETAILS,WITH MIN.#12 X 1"SHEET ++•• ; Y • Ltl ••••• • FOR SINGLE UNITS: WINDOW* WINDOW* METAL SCREWS.USE THE SAME (X 1"SMS THROUGH SPACING AND QUANTITY AS THE ¢• Q MIN # 1 1)DETERMINE YOUR WINDOW SIZE 2 FRAME OPPOSITE FRAME MEMBER. O Ll.l (_) I AND GLASS. INSTALLATION HOLES a FRAME ASSEMBLY m oc g 0 gv Q 5)THE FRAME ASSEMBLY TUBE MAY m' O a Ui (� � 2)KNOWING YOUR ANCHOR TYPE TUBE ASSEMBLY TUBE NOT EXCEED 62"IN LENGTH(AS USED c X N AND SUBSTRATE,DETERMINE IN A 63"FLANGED WINDOW)OR BE o m YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X 1"SMS USED IN TEE OR CROSS a Q o LL LL �n TABLE 3,SHEET 4. 1"SMS THROUGH CONFIGURATIONS. THROUGH 740 SERIES ' LO INSTALLATION 3)FROM SHEETS 6-10,FIND THE INSTALLATION CASEMENT 6)THE FRAME ASSEMBLY TUBE IS r- N SHEET FOR YOUR GLASS TYPE. HOLES WINDOW HOLES NOT REQUIRED TO BE CLIPPED TO N N FIND THE PRODUCTS DESIGN 740 SERIES THE SUBSTRATE.ALL EXTERIOR "' M 740 SERIES FRAME PRESSURE FROM THE TABLE FIXED EXTERIOR CASEMENT JOINTS TO BE SEALED BY INSTALLER. o x L�j LABELED "DESIGN PRESSURE ASSEMBLY 740 SERIES z o :D(PSF)FOR SINGLE WINDOWS,ALL CASEMENT TUBE WINDOW w m a WINDOW EXTERIOR EXTERIOR FIXED 7}FOR ALL COMBINATION UNITS, zU_ ANCHOR GROUPS". CASEMENT ADDITIONAL INSTALLATION ANCHORS a o 0 HORIZONTAL SECTION C-C a WINDOW MAY NEED TO BE INSTALLED o o 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT ^o z z TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE U SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 &2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. - TABLES. Side Additional Frame Assembly Tube(FAT) 2)FROM SHEETS 6-10,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Type 5)USING THE TABLES LABELED Width A B,C&D "WINDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -WINDOWANCHORS REQUIRED" (TABLES 2A&2B,SHEETS 4&5).THIS MUST BE DONE FOR EACH WINDOW IN (TABLES 2A&2B,SHEETS 4&5), 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 17'.22.9" 0 0 DETERMINE THE NUMBER OFTHE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. ; 23*-25.9" 0 1 ANCHORS NEEDED IN THE HEAD, 26"* 1 1 - SILL AND JAMBS OF YOUR 4)USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLES 2A&2B,SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND a Window Anchor Type b WINDOW. JAMBS OF YOUR WINDOW. U. Height A B,C&D 6)INSTALL AS PER THE 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE o 17" 71'9" 4 0 INSTRUCTIONS ON SHEET 2. 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). 23"-25,9" 0 1 1 26-+ 1 1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2A: rRO DUCT REVISED Window Anchors Required(37"and Less on Short Side Dimension) as compity'"s wiW dw" " Building Cade Short Side Acmpnsnoe No��'�2�•'L2 Anchor Type under 23" 25-15116' 27-314 29" 1 31-1/2" 3-1/2" 34" E-1pirationDate g 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 B C D A D By under 23" Long Side 2 Mizae Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2515116" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' 2 2 2 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 —3 35' Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER THE °C 3T' Long Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ARE TIP-TO-TIP. ..�! 44" Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE O Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 6 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION ti 441!4" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. J z° Q Long Side 4 5 3 3 4 5 3 3 5 6 3 3 5 6 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 531/8" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3)THE WINDOWS SHORT AND LONG SIDE MAY BE J a Q 58. Lang Side 4 6 4 4 5 6 4 4 5 6 4 4 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 INVERTED. o Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Q 4}SEE NEXT SHEET FOR ADDITIONAL 1- 63" Long Side 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 8 4 4 6 8 4 4 6 8 5 4 7 8 5 4 INFORMATION, Q .'�/" LU Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �. • • •i..• ••�� m Long Side 5 7 5 5 fi 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 •• • •I— u- 66 13+16" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �.... . •.�• O �•a Long Side 5 7 5 5 6 7 5 5 6 6 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 m 0 67-112" •••• • � { � Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ••• ••• . • Z Long Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 ' ' 00 • Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 •••. . O Long Side 6 7 5 5 6 8 5 5 6 8 5 5 6 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 CO z g.a. 70" u»••• m CO ••,�• Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 0 o Q LZLI "' • Long Side 6 7 5 5 6 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5Lij••• 72" • Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 • • ••4•• 2 •••• 74" Long Side 6 7 5 5 6 8 5 5 7, 8 5 5 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 : • • Y • •••• Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 •• •C> • • Long Side 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 6 5 8 10 6 5 8 11 6 5 SAMPLE CONFIGURATIONS: O O - V 75 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 o= Q $ Q 64" Long Side 7 8 5 5 7 9 5 5 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 6 9 11 fi 6 10 12 7 6 X m p a tJ Lu () Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 a X X X X O (� y Z a X m 114" Lang Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 6 13 16 9 B 13 16 9 B 14 17 10 9 ° o Q UL Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134" Long Side 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 t1 i0 X w Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 >'n L146' ong Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 X O O ® �rn CN Short Side 2 2 --2--F72 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 �M�r�1 J ^J X O TABLE 3: TABLE 3:(cont.) a w o Min. Min. Min Anchor Min. Min. Min Anchor w 2 m M LL Group Anchor Substrate Edge O.C. Plate Group Anchor Substrate Edge O.C. Plate X O X X X '—>as Y Distance Distance Embedment Required? Distance Distance Embedment Required? 0 0 1/4" steel Ultracon Hollow Block 1" 6" 1-114" No S.Pine 518 1" 1-3/8" Yes Z `' U S. Pine 518 1" 1-3/8" No #14,steel SMS(G5) 6063T5 Alum. 318" 518" -0713" Yes A #14,steel SMS(G5) 6063-75 Alum. 3/8" 5/8" .050" 1 No or#14,410 SS SMS A36 Steel 3/8" 518" .050" Yes or#14,410 SS SMS A36 Steel 318" 5/8" .050" No A653 Stud,Gr.33 3/8" 5/8' .045", 18 Ga. Yes O O \O O A653 Stud,Gr.33 3/8" 5/8" 035",20 Ga. No 2.85k Concrete 1" 4" 1-3/4". Yes �YO�X\ p��O Y\ S.Pine 5/6" 1" 1-3/8" No 2.85k Concrete 2-1/2" 4" 1-/8" Yes ¢ �g�,`t Q, 114" steel Ultracon B #12,steel SMS(G5) 606375 Alum. 3/8" 518" .050" No D Hollow Block 2-1/2" S. 1-1/4" Yes or#12,410 SS SMS A36 Steel 3/8" 5/8" .050" No Filled Block 2-1/2" 4" 1-3/4" Yes P CJ (J A653 Stud,Gr.33 318" 5/8" .035",20 Ga. No 1/4" 410 SS 3.35k Concrete 1" 5" 1-314" No 2.85k Concrete 2-1/2" 4" 1-318" No CreteFlex Hollow Block 2-1/2" 5" 1-1/4" No j J� 1/4" steel Ultracon 285k Concrete 1" 4" 1-3/4" No 3.5k Concrete 1-1/4" 5" "14" No Hollow Block 2-1/2" 5" 1-1/4" No 5116" steel Ultracon Hollow Block 3-1/8" 5" 1-1/4" No 1)OPERABLE{X)WINDOWS MAY BE CASEMENT C S.Pine 5/8 1" 1-318" Yes Filed Block 2-1/2" 5" 1-3/4" Na WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. #12,steel SMS(G5) 6063-T5 Alum. 318 5/8" �-, l Yes or#12,410 SS SMS A36 Steel 3/8" 5/8" Yes 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. A653 Stud,Gr.33 3/8" 5/8" �.OGa. Yes 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A.LYNN MILLER,P.E. P.E.#58705 TABLE 2B: Window Anchors Required(Over 37" on Short Side Dimension) PRODUCT MVISED Short to com�aeg uviol ftF1txh Anchor Type 40" 44" 48-1/4" 53-1/8" 54" 58" 60" 63" 67-112" Buildingeg e pt Amccmptancc No 1G'0407A.'Z2. A J B C I D -C-1-Q A 8 I C I D A I 8 I C D A I B I C I D I A B C D A B I C D I A 1 B C D A B C D Expiration Die under 23" Long Side 2 2 2 2 i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 6 4 4 5 6 4 4 5 7 5 5 By Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 mi mni PrOud 25-15116" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 6 4 4 5 6 4 4 5 7 4 4 6 7 5 5 I 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 -7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 Cp 3T' Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1.DIMENSIONS J „ Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. LI Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 8 10 6 5 O Long Side 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE d. 44-114" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 10 6 5 NEXT AVAILABLE SHORT OR LONG SIDE 6 a 53 1/8„ Long Sim 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 DIMENSION SHOWN ON THE TABLE. z Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 6 5• 3)THE WINDOWS SHORT AND LONG SIDE MAY a I „ Long Side 6 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 BEINVERTED. J 2 ❑ Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 < 0 63" Long Side 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 6 5 8 10 6 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL Q • LU N Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 INFORMATION. e °0 Long Side 7 9 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 6 5 • ❑ •• 66-13116" • • ~ Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 6 5 ' " ' ' 67-1/2" Long Side 8 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 �'•" ' •'¢' 0 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 T 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 •••• • N 3 ❑ j• 00 68" Long Side 8 10 5 5 8 10 6 5 B 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 ••' '�' Z Short Side 3 4 3 3 4 5 3 3 5 fi 3 3 6 7 4 4 fi 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 • • ` • 00 70" Long Side 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 •••• • • • Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 0'•' 0 0 •�40• Z 72" Long Side 8 10 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 g••• LV W • Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 . . _ . Q�. ••• 74" Long Side 9 11 6 5 9 li 6 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 • Y �•r• W i• Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 6 8 5 4 _ • • ••mo i 76" Long Side 9 11 6 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 8 4 4 6 8 5 4 O Q Q i L84" ong Side 10 13 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 c ro Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 6 4 3 y 3 °Z � X T U 114" Long Side 14 18 10 9 cr Q o < Short Side 3 4 3 3 Lj EXAMPLE 1:FOR WINDOW SHOWN BELOW;7/16"ANNEALED LAMI.GLASS, 1/4"MASONRY > n ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE �'� a; r N N 10" 10" o- _ 4' z > 4"�" "`� 4" 4" v v m U- �LU O AWNING ANCHORS(SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: r�Z w A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-90. / A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-83.1. c� B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 10.6" 13.25' SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. / C)FROM TABLE 25,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61" D SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. � ) E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. "�v-��-'' F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY \ F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME L b TUBE SIDE OF THE AWNING(HEAD&SILL). -L ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). 4"IL 1 4" �-+ 20" 20" �+— 25" `) A.LYNN MILLER,P.E. 48' �l P.E.#58705 8110112 4 FOR GLASS TYPES: 1) 5/16" LAM (1/8 AN - .090- PVB - 1/8 AN) as ,tea,vkgft 13u"PVB"=BUTACITER VB INTERLAYER BY KURARAY AMERICA,INC. Acceptance Cods O(o'ZQ.22 ._ecce tancx hia I�O• �?�j iralion Yate TABLE 4: Design Pressure(pst)for Single Windows,All Anchor Groups Fly ❑ short Si Miami Prpririci' under 23' 25-15/16" 27-314' 33-112' 37- ( 44' 48-1/4' 531/6" 58. 63' SHORT LONG +701-90 +701-90 +701-90 +701-90 +70-90 +701.90 +701-90 +701-90 +701-90 SIDE SIDE +701-90 +701-90 +701-90 +701-90 +701-90 \+701.90 +70/-90 +701-9D +70/-90 +70190 CO +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-84.1 +70/-77 +701-70.1 44" +701-90 +701-90 +70190 +701-90 +701-90 +701-9D +701-84.1 +601-70 +60%67.8 +601.61.3 LONG I SHORT I' y 48-1/4' +701-90 +701-90 +70/90 +701-90 +701-9D +701-84.1 +701.80.1 +801-70 +601-83.2 SIDE SIDE Imo- LL 53.1/8' +701-90 +70190 +70190 +701-90 +701-84.1 +6(Y-70 +601-70 +601-67.5 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 58" +701-90 +701-90 +701-90 +701-83.2 +70/-77 +fiO/�T.B +sa�3.z 63" +701-90 +701-90 +701 90 +701-76.5 +70/70.1 +601.61.3 LOCATIONS AND QUANTITIES. a J ti 76" +701-90 +701-84.6 +701-75.7 +/56.9 +/-55.6 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY r z U 84' +701-90 +701-80.4 +70/71.3 +/546 OR HORIZONTALLY AS SHOWN. J a Q 3 2 Q • • W TABLE 5: a ••.�I• ••T.• Design Pressure(psi)for Windows Attached to a Frame Assembly Tube e•• •(� m • Window Dimension"A" *••• • N •a• Q •C. under 23' 25-15/16' 27-314- 33-1/2' 3T 44" 48-1/4' 53.1/8' 58" 63' •••• • - Anchor Anchor Anchor "�••• Anchor Group Anchor Grog Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ••• � •••• Z • F] Group Group Group • • 00 • 12 All All I All A,C&D B AC&DI B A I B C&D A B C&D A B C&D A B C D A B C D ••-• • nor• o•�Ti under 23" +701-90 +701-90 +701-90 +701-90 +701.82.1 +701-90 +701-74.3 +701-79.7 +/-625 +7x-90 +701-72.7 +/-56.9 +70190 +/56.1 +/-51.8 +701-90 +l 60.5 +t 47.4 +70%87.6 +70!90 +155.7 +/43.6 +70(-80.7+70/ 4.5 0• • o O •0!0 J7-• Z �'•�• 25-15/16" +701-90 +701-90 +701-90 +70/-90 +701-90 +701-84 +701-90 +701-70.7 +701-90 +701-90 +1-64.4 +701-90 +70/90 +/-58.6 +701-90 +701-90 +153.6 +701.84 +70/-90 +701-90 +/49.3 +701-77.3 +70/90 +70/-90 (L • • m 37" +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-9D +701-90 +701-90 +701-90 +701-90 +701-90 +701-88.4 +701-90 +70/-84.1 +701-80.5+701-84.1 +701-T7 +701-73.6 +701-77 +70-77 +701-70.1 +/57.8 +701-70.1 +70/-70.1 • • • N• ••••• ••Wi• 44" +701-90 +70190 +70/-90 +701-90 +701-90 +701-9D +701-90 +701-90 +701-81.6 +70/-90 +70%84.1 +701-74.4+701.84.1 +601-70 +60157.7 +601-70 +601-67.8 +60151.9 +601-67.8 +60157.8 +601-61.3 +/57 +601.61.3 +60/-61.3 • • W ••••• 48-1/4" +701-90 +70/-90 +70/-90 +701-90 +7x90 +70%90 +701-90 +701-84.1 +701-84.1 +701-84.1 +701-80.1 +/$7.8 +70f-80.11 +601-70 +60161.7 +601-70 +601 63.2 +/-56.4 +W-63.2,+60f-63.2 •• • ` •• �j 53-1/8" +701-90 +70190 +70/-90 +701-90 +70190 +701.84.1 +701.84.1 +601-70 +6D/-70 +60/-70 +60%70 +601-70 +60(-70 +60f-67,51+W-67.4+60%67.5 sO Z V ti 58" +701-90 +701-90 +70/-90 +701.83.2 +70/932 +701-77 +701-77 +601-67.8 +601-67.8 +601-67.8 +601-83.2+601 63.2+601-83.2 ' (n o_ Q a Q 63" +701-90 +701-90 +701-90 +701-76.5 +701-76.5 +701-70.1 +701-70.1 +601-61.3 +601-61.3+601.61.3 m W 76' +701-90 +701-84.6+70%75.7 +/58.9 +058.9 +/55.6 +/55.6 b 84" +701-90 +70194.4+70/-71.3 +/-54.2 +/54.2 q p Q !.' LL VS 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. LU �n 0) cli FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBELO FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o x LJ l- FRAME _L)m V a 10" FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 w 0 0 � �, ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR o>n o F TUBE LOCATIONS AND .Bo LOCATIONS AND o Z z U WINDOW QUANTITIES.SEE SHEET 10"MAX QUANTITIES.SEE SHEET DIMENSION 3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL ^A' ANCHORS REQUIRED ANCHORS REQUIRED FOR THE FRAME ADDITIONAL FOR THE FRAME � WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. --'--�DIMENSION�'- ANCHOR DIMENSION �- (4),IF REQ. "B^ (4).IF REQ. "A" 16 A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 FOR GLASS TYPES: 5) 7/8" LAM]. IG:(1/8" T - 7/16" AIR- 1/8"AN - .090" PVB- 1/8"AN) PRODUCT REVSEP as tornplying with Ile F10CRIla 'PVB"=BUTACITE VB INTERLAYER BY KURARAY AMERICA,INC. Building Code TABLE 6: Acceptaece No 1Cv�J"2 Expiration Date Design Pressure(psf)for Single Windows,AN Anchor Groups By ❑ Short Side Miarri Dads Pr duct under 23" 25-15116" P2731940" 33-1/2' 37" 44 48-114 53118' S8' 63" LONG under 23' +70/-90 +70/-90 +701-90 +701-90 +7W-90 +701-90 +70/-90 +701-90 +70/-90 SHORT SIDE 25-15/16" +70/-90 +T0/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70%90 SIDE 37" +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-87.8 +70/-79.9 am44 +701-90 +701-90 +70/-90 +70!.60 +701-90 +701-90 LONG SHORTrn 48-1/4' +701-90 +701-90 +70/-90 +701.90 +70/410 +701-90 SIDE SIDE 531W +701-90 +70/-90 +70/-90 +701-9D +70/-90 LL 58' +70/-90 +70/-O0 +70/50 +70/-90 +701.87.6 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR p 63" +70/-90 +70/-90 +70r-90 +701.87.2 +7(Y-79.9 LOCATIONS AND QUANTITIES. W S` nt 76' +70/-90 +70/-90 +70/-86.3 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J 1�- 84 +701.90 +701M +70/-81.3 OR HORIZONTALLY AS SHOWN. h z U 0 �❑ J '3 Z o � TABLE 7: C •• • W r m " Design Pressure(psf)for Windows Attached to a Frame Assembly Tube • • �• Window Dimension"A' ••'V-'• Q m•moi utter 23 25-15/16' 27-3W 331/2' 3r 44' 48-1/4' 531!8" 58" 63' •••• • N a' Q ,'A Anchor Anchor AnchorAnchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Z Group Group Group •**6 • OD •• • •• Ad All All A,C&D B A,C&D B A B C&D A B C&D A B G&D A B C D A B C D O under-23"- +70/-90 +701-90 +70/-90 +70/-90 +70/82.1 +701-90 +701-74.3 +701-79.7 +1-62.5 +701-90 +70/-72.7 +156.9 +701-90 +1-68.1 +/51.8 +701-90 +/-60.5 +1137.4 +70/-87.6 +70/-90 +/-6i5.7 +/-43.6 +70/-80.7 +70/-89.5 •+• 00 • • �- ° ,J 2515x16" +701-90 +70/-90 +70/-90 +70/-� +70/-90 +701.84 +701-30 +70%70.7 +70/-90 +70/-90 +/-64.4 +701-90 +70/-90 +1.58.6 +701-90 +70/-90 +/53.6 +70/-84 +70/-90 +70/-90 +/49.3 +70/-77.3 +70/-90 +70/-90 0• • ° • s z '• • g••• - W • 37' +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-86.4 +70/-90 +70/-90 +701-80.5 +701-90 +70/-87.8 +70/-73.6 +70/-87.8 +70/-87.8 +70/-79.9 +1-67.8 +701-79.9 +70/-79.9 • +701. 1.6 +7 -90 + 01-90 +7074.4 +70-90 • i• • 2 44' +701•90 +70/-90 +70/-90 +701-90 +70%90 +70%90 +70/-90 +701-90 W 48-14 +701-90 +70/-90 +701-90 +70/-90 +701-90 +7W-90 +701-90 +701-90 +70/.89.2 +701-90 +701-6.5 +70/-81.3 +70/-90 e••• Cl) IX •••• S 511/8' +70%90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 •• • ••8, Q 58' +TOr-90 +701-90 +70/-90 +70/-90 +701-90 +70/.87.8 +70/-87.8 Z• (_) 1` 63' +701-90 +70/-90 +701-90 +701-87.2 +701-87.2 +70/-79.9 +701-79.9 0 " h 76' +701-90 +70/-90 +70/-86.3 �� ' o Q 84' +70l-90 +70/-90 +70%81.3 N ro O 23.W ° X U 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. a ° I L a o � 11,10i= LL rn w >Ln r IT N N N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE Mt C-4't FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o� x O a FRAME Z U m N Q 10" FRAME WINDOW ASSEMBLY SEE SHEETS 1,4&5 �J w w Q o 0 SEE SHEETS 1,4&5 FOR F- MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR > a Y TUBE WINDOW ANCHOR 'B' LOCATIONS AND o o Cr LOCATIONS AND QUANTITIES.SEE SHEET z cWt WINDOW QUANTITIES.SEE SHEET 10"MAX. 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED "A' ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. �� WINDOW VADDITIOINALI ASSEMBLYTUBE. WINDOW ANCHOR DIMENSIONCHOR -� DIMENSION (4),IF REQ. "B" (4),IF REQ. "A" A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P. 58705 FOR GLASS TYPES: 2) 7/16" LAMI. (3/16"AN - .090" SG - 3/16"AN pR°l"CT RMSED as"voyin3 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16"AN - .090" SG - 3/16"AN) 13oiwbsC0& I6.©62�t.22 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR- 3/16"AN - .090" SG - 3/16"AN) ,a 2o1S TABLE 8: "SG"=SENTRYGLAS�INTERLAYER BY KURARAY AMERICA,INC. By U Le-su Psal* Design Pressure(psf)for Single Windows,All Anchor Groups F-1 r Short Wds Tl under 23' 25 15!16" 29' 31-112" 34' 40' 54' 60- 63' 67-1/2' LONG ' m v under 23' +90/-130 +901-130 +901-130 +901-130 +90/-130 +9W-130 +901-130 +901-130 +90/-130 +90/-130 HOOT SIDE a 25.15116- +9W-130 +901-130 +90/-130 +901-130 +90/-130 +9W-130 +9W-130 +90%130 +80/-130 +90/-130 SIDE 63" +901-130 +90/430 +90/-123.1 +901-116.5 +9W-110.7 +90/-100.7 +/-89.1 +/-86.1 +/-83.1 +/-78.3 L J 67-1/Y +90/-130 +9W-130 +90/-120.7 +90/-113.9 +90/-108 +9W-97,6 +1-84.8 +/-80.5 *1-78.3 +/-75.1 LONG SHORT J ILL O 72' +9W-130 +90/-129.2 + 0/- 9118.7 +90/-111.8 +90/-105.8 +90/-95.1 +/-81.3 +1-76.1 +/-73.8 SIDE SIDE f T rA LJJ 76" +90/-130 +9WA27.8 +90/-117.1 +90/-110.2 +90/-104.1 +8W-93.2 +/-78 +/-72.5 a j 84" +90/-130 +9W-125.3 +9W-114.5 +90/-107.5 +90/-101.3 +/-89.9 +1-70.7 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 1 z 114" +90/-130 +90/-118.6 +90%108.6 +90/-101.4 +90%95 +/-73 LOCATIONS AND QUANTITIES. Ur 134" +90/-130 +90/-117.3 +9W-106.3 +90/-99 +9W-92.6 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY .; Q OR HORIZONTALLY AS SHOWN. o 145" +90/.129.8 +90/-116.4 +90/-105.3 +90/-98 NZ Q d Q ••� • Li TABLES: o• • esh ••!�: Design Pressure(pst)for Windows Attached to a Frame Assembly Tube •• • • • V-• m Window Dimens�`A- a••• •• • O ••©• Ll.l• • ••• �• 0 Am e urmW 23" 25-15/16" 29' 31-117 34' 40' 54" 60' 63" •• • CV D. Anchor Anchor Anchor p��Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ••• ••00 •�. • Z ••}�• Group GAll � �� A C&D B A,C&D 8 A B C&D A B C&D_ A B C D A B C D ••i •i1 +W • �•�••• under 23" +70/-90 +70/-90 +70/-90 +70/-90 +7W-87.4 +70/40 +70%80.8 +70/-87.7 +1-68.7 +70/-90 +/-65 +/-50.9 +70/-90 +/-58.5 +1.45.8 +7-84.7 +701-90 +/-55,7 +/-43.6 +70%80.7 +70/-89.5 ti•• o 00 • z �•�i 25-15116" +701-90 +70/-90 +70%90 +70/-90 +70/-90 +70/-90 +701--90 +70/-77.7 +7W-90 +70/-90 +157.6 +70/-90 +70/-90 +/-51.8 +70/-81.2 +70/-90 +70/-90 +/-49.3 +70/.77.3 +70/-90 +70/-90 n••• e• �� • m 63" +70/-� +701-90 +70/-90 +70/-90 +7--90 +70/-W +701-90 +70/-90 +70/90 +70/-90 +70/$3 +70/-74.3 +70/-99.1 +70/-74.7 +/-66.9 +7--66.1 +70/-86.1 +70/-71.1 +1-63.7 +70%83.1 +70/-93.1 • • • W ••••• • • • r 67-1/2- +70490 +701-90 +701-90 +70/-90 +7--90 +70/-90 +701-90 +70/-90 +7W� +701-90 +70/-77.4 +/-69.3 +70/-84.8 +1-69.7 +/-62.4 +70/-80.5 +70/-80.5 +156.4 +/-59.4 +70%78.3 +70/-78.3 • • Y • W • 72" +7--90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-72.6 +70/-73,1 +7W-81.3 +155.3 +1.65.8 +70/-76.1 +70/-76.1 +1.822 +155.7 +701-73.8 +70/-73.8 ••• i(n •a• : (j) • O • p 76" +70/-90 +70/-90, +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +7000 +701-90 +7--78 +/-69.3 +70/-78 +/51.9 +/-62.4 +701-72-5 +701-725 Z •U 84- +70/-90 +70/-90 +701-90 +701-90 +7W-90 +70/-90 +701-90 +70/-89.9 +70/-89.9 +70/-89.9 +70/-70.7 +1.62.7 +70/-70.7 O 114` +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-73 +70/-73 +70/-73 m' o C) Q 134" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 m O ° LJ.i V 145" +701-90 +701-90 +701-90 +70/-90 +70/-90 m L1! of X m 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. Q: n n u, w ® ��C'4 N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE >M J FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o L m vi a FRAME 10" FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 Ljw .o 0 MAX, � � ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR 7 p Y TUBE WINDOW ANCHOR •B" LOCATIONS AND o o LOCATIONS AND QUANTITIES,SEE SHEET - QUANTITIES.SEE SHEET 10`MAX. o z w WINDOW 3 FOR ANY ADDITIONAL v DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED "A" ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. �� WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR DIMENSION ANCHOR -r^� DIMENSION (4),IF REQ. 'B' (4),IF REQ. •A" A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58706 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) PRODUCT REYgS a W cornllyinS w 7) 7/8" RAMI IG: 3/16" AN - 114" AIR - 3/16" HS - .090" SG - 3/16" HS) Building CO& Acceptance N. tfc" DG>2q"�j� 9) 718" LrAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) Lxr fit$ TABLE 10: "SG"=SENTRYGLAS�NTERLAYER BY KURARAY AMERICA,INC- By IM; i sde Frtttksf'�C� QShort Design Pressure(pst)for Single W�Idows,All Anchor Groups Side under 23" 2515116' 29" 31-1/2' 34' 40" 54' 60" 83' 67-112' SHORT LONG u (n 9W under 23' + -130 +901-130 +90/-130 +90%130 +90/-130 +W-130 +gW-130 +901-130 +90/-130 +W-130 SHORT 2515!16" +90/-130 +90/-130 +901-130 +901-130 +90/430 +901-130 +90/-130 +901-130 +90/-130 +90/-130 SIDE 63' +90/-130 +9W-130 +90f-130 +90/-130 +90/430 +90/430 +9W-130 +90%130 +901430 +901-13 J 67-112` +90/430 +9W-130 +90/-130 +90/4130 +90/-130 +90/030 +94130 +W-130 +90/-130 +90/-130 LONG I SHORT I LL N 7Y +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +9W-130 I SIDE —'[ SIDE O IT W 76" +90/430 +90/-130 +9W-130 +901-130 +90/-130 +901-130 +got-130 +90%130 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR M ~ 84' +90/-130 +9W-130 +90/-130 +90/-130 +90/430 +9W-130 +90/-130 r 2 Q OCATIONS AND QUANTITIES. 114• +.90/-130 +901-130 +90/-130 +9W-130 +9W-130 +90/-130 L •ILZ• a U 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY • 134^ +90/-130 +90/-130 +901-130 +90/-130 +90/-130 OR HORIZONTALLY AS SHOWN. • •(.�• J r 145" +90/-130 +90/-130 +901-130 +90/-130 • • • ¢ , • co 60 0 •9 W TABLE 11: y ••• •e•• • Design Pressure(pso for Windows Attached to a Frame Assembly Tube ••• •,�'� Window Dimension"A" •••• •N •W • ❑ •moi• m wider 23" 2515116' 29' 1 31417 34' 40' Fro' 60' 63' _ • Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Gawp Anchor Group Anchor Group . • :00 QO �1 I • N�• Group Group Group �• • rLAL All All All A,C&D B A,C&D B A B C&D A B C&D A B C D A B C D • •' O` • �"- �• under 23' +70/-90 +701-90 +70/-90 +701-90 +70/-87.4 +70/-90 +701-60.8 +70/-87.7 +/-66.7 +70/-90 +165 +/-50.9 +70/-90 +/-58.5 +/-45.8 +70/-84.7 +70/-90 +/-55.7 +/-43.6 +701-80.7 +70/-89.5 0 •• o•Q ••� • Z 0 o U7 • W 2515116" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-77.7 +70/-90 +70/-90 +/57.6 +70/-90 +70/90 +/51.8 +70/-81.2 +70/-90 +70/-90 +1-49.3 +70/-77.3 +701-90 +70/-90 • ?a -90+70/-90 +70!90 +70/.80 +70/-90 +70/-90 +70/-90 +7pt-90 +70/-90 +70/-90 +7{U-90 +70/4)0 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/$7.6 +70/-90 +70/-90 uJ 67-1/T +70/.90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70%� +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70159.1 +70/-90 +70/-90 �N - - - 72' +701-90 +70190 +70/-90 +701-90 1 +70/-90 +70/-90-1 +70/-90 +70/-90 +70/50 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-96 +70/-90 +70/-90 +701.90 +701-90 +70/-90 Q i3 76' +701-90 +70/-90 +70(-90 +70/-90 +7W_g0 +701-90 +70%90 +70/-90 +70/-90 +70150 +7W�J0 +701-90 +70/-90 +70/50 +70%90 +70/-90 +70f-90 O z (� 84" +701-90 +70l-90 +70/-90 +70/-90 +70/,90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 '� (n o ❑ o Q 114^ +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 m Q n W \0 134' +70190 +701-90 +70/-90 +701-90 +70/-90 +70/90 +70%90 Cz N W X m 145" +70/-90 +70%90 +701-90 +70/-90 +70/-90 a o q❑ LL cn 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. w N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE U FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o Lj o D FRAME ZU CTIU Q 10" FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 w p 0 0 1 MAX. � � ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR > ci Y TUBE WINDOW ANCHOR B. LOCATIONS AND o z z LOCATIONS ANDo WINDOW QUANTITIES.SEE SHEET T 10'MAXANTITIES.SEE SHEET X. 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED 'A' ANCHORS REQUIRED FOR THE FRAME ADDITIONAL FOR THE FRAME WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. DIMENSION� ANCHOR -•"� DIMENSION �- (4),IF REO. 'B' (4),IF REO. A 6�A) A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P. .#58705 FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7/16" AIR- 1/8"AN - .090" PVB - 1/8"AN) s RaDucr REViSED is cQrnplpng WA tw Fk9w2 "PVB"=BUTACITE VB INTERLAYER BY KURARAY AMERICA,INC. Building Code TABLE 12: A�� No �2 .+pir'atim Hate 1gi ❑ Design Pressure(psi)for Single Windows,All Anchor Groups T 9v Short Side ji :i sni able PtCti?uet o0/ under 23" 25.15116" 27-314• 331/2 37' 44" 48-1/4" 53-1/6' 5B' 63" LONG under 23' +601-70 +60%70 +601-70 +80/-70 +601-70 +601-70 +60/-70 +60/-70 +601-70 +60/-70 SHORT SIDE 25-15/16" +601-70 +601-70 +601-70 +601-70 +601.70 +601-70 +60%70 +601-70 +601-70 +601-70 SIDE > 3T +601-70 +601-70 +601-70 +601-70 +601-70 +601-70 +601-70 +80/-70 +60/-70 +601-70 $ 44" +601-79 +60/-70 +601-70 +601-70 +601-70 +60/-70 +601-70 +601-70 +60/469.6 +601.62.9 1- LONG ( SHORT 48-1/4' +601-70 +601-70 +601-70 4011b +601-70 +801-70 +601-70 +801-70 +601-64.9 f SIDE -"j SIDE ' 531/8' +601-70 +601-70 +60/-70 +60/-70 +801-70 +601-70 +601-70 +60/-53.3 -� 58' +601-70 +601-70 +601-70 +6of-70 +60/-70 +60%69.6 +601.64.9 1}SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 63' +W-70 +s0/-7o +60/-70 +s0/-7o +601-70 +60/-62.9 LOCATIONS AND QUANTITIES. W 2 't 76' +601-70 +601-70 +60/-70 +80/-60.5 +/-57 2}TABLE DIMENSIONS MAY 8E ORIENTED VERTICALLY _j < 84' +601-70 +601-70 +601-70 +1-55.6 OR HORIZONTALLY AS SHOWN. V • o � TABLE 13: • • •••. • •• W ••�• Q • Design Pressure(psfj for Windows Attached to a Frame Assembly Tube o� m :� •••• ; Window Dimens�'A' ��*e** •,tJ under 23" 25-15/16" 27,/4" 331!2' 3T 44' 48.1/4' 53118" 58" 63" lL • Anchor Anchor Anchor Anchor Anchor • • i u r • 0 a e Group Group Group Group Group Anchor Group Anchor Group Anchor Group Anchor(gaup Anchor Group •• • {� z • All Aft AR Ail All A,C8D B A 8 CSD A 8 C&D A B C&D A B C&D • •00 under 23" +601-70 +601-70P+-60/40 +601-70 +60/-70 +601-70 +601-62.5 +6x-70 +156.9 +601-70 +601.66.1 +1.51.8 +601-70 +6x50.5 +/-47.4 +801-70 +1-55.7 +1-43.6 +601-70 �'� • a M 25-15116' +601-70 +601-70 +601-70 +601-70 +�/-70 +601-70 +601 64.4 +60/-70 +60/ +158.6 +GOt-70 +601-70 +153.6 +601-70 +66/-7D +l 49.3 +t 1-70 +601-70 a a CiQ )" •u�+• 37' +601-70 +601-70 +601-70 +60/-70 +601-70 +601-70 +6x-70 +601-70 _ +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +601-70 +601-70 +60/-70 +60/57.8 +601-70 Q •• a O •U). W 44' +60/-70 +s0/-70 +60%70 +601-70 +601-70 +6D/-70 +60/-70 +60170 +601-70 +601-70 +601.67.7 +601-70 +601.69.6 +60/51.9 +60f-69.8 +601-62.9 +/57 +60%62.9 (f� • c 48-1!4" +601-70 +601-7D +601-70 +60/-70 +60/-70 +601-70 +601-70 +60157.8 +601-70 +601-70 +601.61.7 +601-70 +60154.9 +1-56.4 +601.64.9 W Ljji5 531/8" +60/-70 +601-70 +601-70 +60/-70 +601-70 +601-70 +601-70 +s0/-70 +601-70 +60/59.3 +60/-67.4 +60/69.3 U) O r 58" +60/70 +60/-70 +60/-70 +601-70 +601-70 +60/59.8 +601.69.6 +60/-64.9 +60154.9 +601-64,9 63" +60/-70 +601-70 +601-70 +60/-70 +601-70 +60/-62.9 +891.629 O Z U ti 76' +60170 +601-70 +sa-7o +60150.5 +/-57 c Q Q 84' +601-70 +601-70 +60/-70 +/-W.6 'z 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. O W \ W X U ° � 4 � (p LJ ® N 6)N Ol FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE (N� a FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME 10• FRAME WINDOW ASSEMBLY SEE SHEETS 1,4&5 w z O 0 0 SEE SHEETS 1,4&5 FOR ,_w o 0 MAX, ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR > a Y Er- TUBE WINDOW ANCHOR o_ r= "B" LOCATIONS AND LOCATIONS AND o z w WINDOW QUANTITIES.SEE SHEET T 10"MA QUANTITIES.SEE SHEET 1 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •q" ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL �� WINDOW ADDITIONALI ASSEMBLY TUBE. WINDOW `-ANCHOR ASSEMBLY TUBE. DIMENSION ANCHOR -+� DIMENSION �- (4),IF REQ. "B" (4),IF REQ. "q" A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 10 ALUMINUM SILICONE #AN ELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTBUTYLENE STRUCTURAL SILI3116"NOM. 5/16"NOM. SEAL 5116"NOM. ASSEMBLY DETAILS POLYISOBUTYLEN 114"NOM. BUTYL& ROLL-FORMED SILICONE SEAL 086 -// 6 \ WITH DESICCANT DESICDESICCANT STAINLESS STEEL \\ EXT.GLASS EXT.GLAAM EXT.GLASS EXT.GLASS i 1 INT.GLASS .GLASS INo T.GLASS INT.GLASS I 75 KODISPACE 76 SUPER n DURASEAL® 78 XL EDGETm \ \ 0 4SG TPS Q SPACER®NXT TM o SPACER 8 SPACER 3.545" •.•••• — A•1�23��—••••• • AS REQUIRED 2 PER TABLE 3, •062" •••• "' "•' INTERIOR lk> SHEET 4 NOM. 993" 1.356" •• .:•• .040" �+- 2.203' . . • 2.701'` 1 .439" � �r .09t. •• •.•• ••••• L p • —JJ .441" � .•.= � �•.••: —1 • • • • 289" •.•.• �— 2.784" .095" .093" '•�' i ••• • • TABLE 19: '093" •: Item Dwg.# Description Mat. FRAME HEAD, INST. HOLE COVER ANCHOR PLATE ADDON FLANGE FRAME 1 7005 Main Frame Head,Sill&lambs 6063-T6 Alum. O SILL&JAMB 3 #7007, 6063-T6 #7071, 6063-T6 70 #134, 6063-T6 ASSEMBLYTUBE (�) 2 7071 Anchor Plate W63JB Alum. #7005,6063-T6 #7004, 6063-T6 3 7007 Installation Hole Cover 6063-T6 Alum. 4 7010 1 Frame Corner Key Steel 6 7078 1 Frame Gasket Vinyl Foam 706" 172" 10 7055 Fixed Frame Hole Plug050" PVC 523" " � o 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM .050 33 1714 Setting Block 5/32"x 1-7/16"x 1-1/4" EPDM .865" 865" •870" ,050" 35 7036 Bead B 6063-T6 Alum. R4L 36 7042 Bead C 6063-T6 Alyn. o _j f7� �-- .569" 37 7059 Bead D 6063•T6 Alum. BEAD B BEAD C BEAD D 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 35 #7036, 6063-T6 36 #7042, 6063-T6 37 #7059, 6063-T6 39 1225 IVinyl Bulb Wstp(Thin) Flex PVC 70 50 Dow 899 Silicon Backbeddin PRODUCT REYLSED 70 134 Add-on Flange 6063-T6 Alum. as cemptying wish dw Flarkla 71 7004 Casement Frame Assy Tube 6063-T6 Alum. Building C° 86 #8 X 1-1/2"Quad Pn SW Stainless Steel Stainless Steel r�oceptxncx Na 16-'O�o2t3.Q2 I x raticxr taste 1$ - Revised By: Date: Revision 8: 90 #12 x 1"Ph.Pn.TEK Stainless Steell __ JR 05105/16 ADDED SPACERS TO THIS `3v SHEEP. hAiam ede Product Cuntr . Revised 8y: Dote: Revision A: Part# Description Material Drawn B 75 Kommeding 4SG TPS Spacer System Description: y 76 Quanex Super Spacer nXT with Hot Melt Butyl See this =t �6 BOM AND EXTRUSIONS J ROSOWSKI Sheet forDate: 77 Quanex Duraseal Spacer 1070 TECHNOLOGY DRIVE rine: Materials N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 78 Cardinal M. Edge Spacer P.O. Box 1529 REFERENCE TEST REPORTS:FTL-8717,8968&8970 NOKOMIS, FL 34274 Series/Mopdel: Scute: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740F-LM B P.E.#58705 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: a NON-IMPACT OR LARGE AND SMALL ® � n 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTSFENESTRATION 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, GENERAL NOTES...........................1 LL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.......I.........•.............1 o ELEVATIONS...................................1 114FIGURE 1: MULL TO 2X WOOD........................2 0 . w MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO SX&MASONRY..............2 o z n MULLIONS —ti INSCRIBED INSIDE HAVE BEEN TESTED AS-FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL u INSTALLATION NOTES...................2 / SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4-FROM THE CLIP. MULL TO MASONRY.......................3 A•D,G,H: SHAPEN SHEETS 2.3 MULL TO STEEL STUD...................3 _ E ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 m `6 .m F- 3}THANCHOR SPECS.............................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED Z yr � IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.......•.............4 O BAY MULL INSTALLATION..............4 1 X 2 X.125 MULL SPECS...............5 --t W 4)PROPER SEALING OF ENTIRE AS IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS...............6 J _ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........7 m U) ` 1 X 2.75 X.65 MULL SPECS............8 Z o o 0 SEES DE U G: / Y III III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 m 1 X 4 X.125 MULL SPECS...............1O $ 0 I- 1X.376 () 1 I I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER -_ W SHEETS 2-3 _–_–_ – I – _–_ A THRU G: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS....11 Q (0 J SHEETS 2-31 X 4 X.376 T'MULL SPECS........11 +W •• PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.166 X.265 MULL SPECS...12 OPENINGVERT. HEIGHT 0 • z f ; • • 1.25 X 3.25 X.1 00 MULL SPECS.....tt8 • Z 4�j�R m 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....1,f MULL FOR 1.25 X 3.94 X.624 MULL SPECS.....fB�• • • ' LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS................11fa.• •• MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q vvee 00 Z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS................1 0•• Q U • r• •� • SHEET 3 1.26 X 2.11 X.125 M MULL SPECS....16 + • + � r• / AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT • • / 30'X 3.25 BAY MULL SPECS.........19' Z � � :!p' • REACTIONS. 45•X 3.25 BAY MULL SPECS.........il(1• •• Q+ O MULLION&CLIPDIMENSIONS......Z1j •' I—'.�'. " oQ �A • FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES 1&2...ES......................24 • •• U) J 8 � o PRODUCTS MAY LOADING EXAMPLES.................•.... • W eE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING + �:Im •• Y •Y • MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH + 06 '•••: : z W ;:641, MANUFACTURED BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O O 0 V) (O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g M040 /SEE DETAILS HORIZONTAL A-D•G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. a LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING USING THE ASCE-7 STANDARD. r�HORIZ.MULL LENGTH--t 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL OPENING WIDTH--I - "1 LENGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR OR-TRIANGULAR/TRAPFZOIDAU. LN ED OPENING. ---- _ 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING aRc3(WCT REith theHEIGHT es cemptying with the Fhxid>II FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building CodcOPENINGMULL HORIZ. �I VERT. MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING OBTAINED iN Acceptance No �2t'gHEIGHTLENGTH MULL �f MULL STEP 1). L S .THIS VALUE ypirati Date LENGTH 5)FROM THE TY REQUIRED L A REPRESENTSSAME TABLE USED IN STEP 4)T W ND OAD TRANSFERREDBTOO THEND THE VALUE IN THE NEXT COLUMN ANCHOR SUBSTRATE BY THE AN HO S AND MU T BE MET TOIATTAIN THE FULL MULLION CAPACITY. "am' �1° C01 OPENING WIDTH 6}FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� N� .... SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \;`��'.`� ••\GEr FOR VERTICAL MULL CAPACITY IS MET. MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBS/FT2)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE 34 ' No.5£1705 � SEE CORRESPONDING DETAILS _ FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ; 5 TE F ICI: *2014 FLORIDA BUILDING CODE(FBC),STH EDITION CAPACITY(LBS/FT-)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ; �,%' •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. �'� Sys�( �J *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. /�Y. •AISIv100-07IS2-2010 FL P.E. 58705 7 XS — a n LLO DETAIL A: DETAIL B: MULLION30 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR w o .° OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, $Z ATTACHMENT SEE SEE TABLES 18166 LL (OFFSET CLIP SHOWN} (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N MULLION I SHEET I. ca C.4 I I I I (A cV W I I SEE SHEETS ° el I 1 I MIN 2.7 KSl EDGE O W d 1 21-23 FOR HOLE d j° 1 I I CONCRETE OR CMU i I DISTANCE, J W EITHER THE ° I 1 1 ° I. I _1 h— ----I SEE SEE TABLES _ LOCATIONS STANDARD OR ° 1 ° I EDGE DISTANCE 16.166 o (/) OFFSET MULL ° ° EDGE m ° I a FOR MASONRY (� CLIP MAY BE I DISTANCE ° ANCHORS Ll1 Q p (— INSTALLED BY I I I FOR WOOD I I I Co (n CY) co 0 THIS METHOD. d °° SCREWS r.2W*MAXFOR ° °d . ° I I ° SIDE VIEW Z (0 ° ALL MULLIONS 4 ERHERTHE }- ° d ° STANDARD OR U o cL a ° OFFSET MULL z o > 4. ° ° ° 4° CLIP MAY BE �x j W INSTALLED BY • W EXTERIOR ° a THIS METHOD. JQ •� U Z . d EDGE ••• DISTANCE ° •• • �.. Q f e (q ° e d ° FOR e ° aq ° •••••• � • •�. ( l •� • MASONRYQ ^+ • THE OFFSET CLIP IS ANCHORS ° o a ••• •• Z y � /✓� ° RECOMMENDED FOR ° •••••• u 0 W EXTERIOR °d FIN-FRAMED _ ° WINDOWS,BUT MAY ° ° • •• W • ALSO BE USED FOR ° o •••••• •� OTHER FRAME TYPES. •• •• Q •••••• Q Q • • Z • • 4 • �it.. TYP.ANCHOR TYP.ANCHOR •••• • •o • p a� TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 18-168 PER SUBSTRATE, SEE TABLES 16.186 SEE TABLES 1B•16B EDGE/END DISTANCE BUCKSTRIP SEE TABLES AND 18-168 ATTACHMENT EMBEDM, ENT BUCKSTRIP BY OTHERS, AND EMBEDMENT' SEE NOTE 1, ATTACHMENTI ' SHEET 1. y BY OTHERS, L� r SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW as complying with the Fla" FRONT VIEW Auildingccepts Code Es imtion Date INSTALLATION NOTES: y. A Miami Troduct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��`\\'�Or`� 1 YNM �.'11(�c��'�, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE N. •' ;� FOLLOWING SHEETS.FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 4 l E Of 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �`� FCOtr10P•' �� ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. <�SS A.Ci'NNIWLLEA P.E. FL P.E.#58705 DETAIL E: ® 1h MULLION TO MULLION 4R DETAIL C: —I 125"MIN. INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEE"OR"CROSS" o MASONRY STRUCTURE INTERSECTIONS. o ° w (STANDARD CLIP SHOWN) VARIES ox 2)MAYBE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N I TYP.ANCHOR EITHERTHE I I PER SUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 0 t) m STANDARD OR I I SEE TABLES 113438 FOR CORRESPONDING MULLION. .2 W OFFSET L I j TOP VIEW MULLION z (1)CUP MAY I EDGE DISTANCE r INSTALLEDISMETH D. O I FOR MASONRY VARIES-}---1 j = 1 W THIS METHOD. I I I ° ANCHORS #12 STEEL SCREWS, W �i cf) I I SELF-DRILLING OR PRE-DRILL w I I I I ° ��/ MULLION AND USE SMS �(j� m C:> Ar2 \` MULLION I— Z J EXTERIOR ad O d ° THE OFFSET CLIP IS c. Z V 1 2 EDGE DISTANCE ° RECOMMENDED FOR / FOR MASONRY ° w FIN-FRAMED INTERSECTION � ' W ANCHORS a a WINDOWS,BUT MAY U-CLIP •Y E v �Z c ALSO BE USED FOR • a+ ° OTHER FRAME TYPES. EXTERIOR • • • TYP.ANCHOR •.4 ••*:so •z Z _ •V_• PER SUBSTRATE, 4 4 " o SEE TABLES 1B-13B SEE SHEETS 21-23 FOR •:000 •••• o0 16 • TYP.ANCHOR HOLE LOCATIONS •••• • p o • fl • BUCKSTRIP PER SUBSTRATE, x x • • UJ •T� i�•• SEE TABLES 1B-138 FRONT VIEW EDGE •••• AND DISTANCE •••••• • • • • •t • • • ATTACHMENT BY OTHERS, SEE TABLES •• •• • SEE NOTE 1. .` a 16-136 •••••• Q ? Q Q • • • Z • EMBEDMENT' •<' , SHEET 1. ° EDGE • • O a• • sO • �— _ m —SEETTAABLES SIDE VIEW o • MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B •• • • q FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. eFOR PER SUBSTRATE. SEE TABLES 18-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS tic as compCT REVISGD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR as complying with the Plorit}a CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building CodeFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Accerati No�"dL 'b3 Expitati pateMULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. By NEnm Dada t4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5}FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED D18TAhICE �� ( �YR �q� ////SEE TABLES ''ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. STEEL STUDS THINNER THAN18-138FRONT VIEWA AND COMPLIANT WITH THE FL BUILDINGE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. -}� ; U j$/05 f EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = —_ NOTES /6 LU 1 FOR 2X WOOD-BACKED STEEL STUDS,WOOD �p E0, L•J 51 ANCHOR VALUES MAY BE USED. '.c�� ''•. fi�C��O?• G'�� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.�L'YNIjl1►�I,LEi�, P.E. FL P.E.#58705 to 1 - e4 C4 ® e4 DETAIL F: DETAIL G: DETAIL H: �' S FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �r<xri a (ANGLE CLIP) (ANGLE CLIP) 4 i (F-CLIP) SEE DETAILS A-E, 30'OR 45• LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N z+ o m MULLION O O Z In O O W O O O O O O _ _ O O TOP VIEW g o t/) I W V o11n O SIDE VIEW SHOWN WITH 1'X4•XA2s• TOP VIEW I I i F- Z J MULLION I I I I I j I j TYP.ANCHOR O / PER SUBSTRATE, (� $ m EXTERIOR SEE TABLES 15B OR 188 z t TYP.ANCHOR I I • E U Z STANDARD MULLION CLIP I PER SUBSTRATE, I EXTERIOR � •tA SEE TABLES IB-14B • • •� • MODIFIED TO FIT FIELD I I I I I • • • — • = r /-CONDITIONS. I Q I I I 2'X 6'ANGLE CLIP, •• • Z •Q O) I I i I I 2 PER MULLION END,MUST BE ••0:60 • •z t_!I • • i I I I I INSTALLED INSIDE OF BAY MULL. Z c0 �` • •••••• m MULLION I I I •••• • p • o �� I I II • • • • •• \ I I 11 I I i •••• LU e- �� t II I •••••• • •`1 TX5'XA25' •••••• ~ • i ANGLE CLIP, U Z Q 2 PER MULLION END, Z 6L I I I MUST BE INSTALLED • • IZ S I I I INSIDE OF MULL. a• • 04� 'U •••• • o I I � • to ��K� •• I �TYP.ANCHOR b PER SUBSTRATE. SEE TABLES 1 B-1 4B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR 157µN ,�/ O E�FER ANCHOR -��l ` `�` as co PRODUCT ng with thDFlorida Building Code O ® INTO WOOD,STEEL, � Acp-piance No �-o2t9'03�1 y ALUM,CMU OR MASONRY I H y Expiration Datc �S # EDGE DISTANCE I ly PER Miami do Product ANCHOR EDGE \ \ t DISTANCE NOTES FOR INSTALLATION OPTION G&H: �r�� LYNN PER ANCHORO 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��•.''�\GEi�ISi NOTES FOR INSTALLATION OPTIONS F: �L 2)DETAIL G:SEE TABLES i8-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE •0 tj 68 i QS 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.125'MULLION. LOCATIONS. 2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. ?�. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �«�� PLORW A.'0 4AR:�.E. FL 58705 1 ® r TABLE 1A Mullion Capacity Table Ibsll'1 Opening Width(forverUceily-spaMrg mullion)or Opening Hetght(tor hoftortally-spaffling mAons) '` Q g. 50 M 60 In 701n 80 in 90 in 100 I. 120 H 140 in 160 h d O Rectangular Trepllltang. Rectangular Trw"'Wg. Rectangular TtaprTdeW. Rectangular TraplTrlang. Rectangular T_rWTdang. Rectangular TreprTdang. Recter� ar TrapR'dang. Recimoar 'CraplTtlang. Rectangular TreprTrlang. 4 1W 1 X 2 x.126 Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loafing Loading Loading oX' v Alum.'Tube � t � � � a k_ _ & & & � � � � f � � � � _ � � � � �''i 'I � Mullion all � i � � �� 0a� � a � � 8 a- a h `'B 1�$� (tq�� a o �qp !(up�� 1Y$� 1ap� rYp� p q q q t4 Ct t� v t� $ m C7_ V V V V V C7 C1� CJ (J V C?10 Vy C C :j C g� C� p� 6�_ L O V/ �L� t�l 421n 111.9 108 129.5 332 93.2 408 115.5 325 79.8 408 107.8 321 69.9 408 104.4 119 62.1 408 104.0 319 55.9 408 104.0 319 48.6 108 104.0 319 39.9 408 104.0 319 36.0 408 104.0 319 LU 481n 74.9 312 83.8 258 624 312 73.4 252 83.5 312 67.0 248 48.8 312 63.2 248 41.6 312 61.3 244 37.5 312 61.0 244 31.2 3t2 61.0 244 26.8 312 81.0 244 23.4 312 81.0 244 o to 60.625 In 63.9 281 70.6 234 53.2 281 61.6 228 45.6 281 65.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 38.3 218 W o Q 541n 52.8 247 57.5 207 43.9 247 49.8 202 37.8 247 44.8 199 32.9 247 41.5 196 28.2 247 39.4 194 26.3 247 38.4 193 21.8 247 36.1 193 18.8 247 38.1 193 16.4 247 38.1 193 01 W G 60&r 38.4 200 11.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.8 157 16.0 200 25.0 156 J 631. 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 2 win 28.6 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 138 18.0 185 Z1.0 134 Z m � w �' �w 72 In 22 2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 118 J +(q Z 7e h 18.9 125 19.7 109 15.7 125 16.8 107 • • Q •� 1- 78 In 17.5 118 18.2 104 • ...... • 1- Z ANCHOR CAPACITY ADJUSTMENT FORMULA: •..:•. TABLE 1B U) 04-4i 4 �Q Anchor Capacl Table lbs ANCHOR CAP. •••• DP '"°"T"°£ ANCHOR CAP.�, • `'" Substrate: 2.7k Concrete 3.5k Calc. Hollow CMU Filed CMU PT Wood Metal { �)X{ - •••• LU •• MULLION CAP.,,, ,.� � 5116'Eko 114'SS Elco 5116"Elco 114'SS Elco 1110 Sled /12 Steel 1112 Steel 111 • eN Anchor type: 3116 Eko UlUaeon 1/4"Eko UNracon 3118'Eko Uitraeon 174'Eko Ultracon ••+••• Ultracon AggieGator Ultrecon AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR • • F- •Q s Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN •• •' ' Edge astence(In>: 1^ 2-tn, 1, 2.1rr 3-1/8' 1. 2.1n, 1" 2.1rr x 31►s" r o.4a" o•Sa' o'32a" ACTUAL PRESSURE REQUIREMENT FOR THE •••••• Q Embedment(tn): 1-314' 1.314" 1-314" 1-314" r 1-114" 1.114' 1.114' 1-114' i-114' 1414' r 1-318' 1318' Mertes • • • OPENING,WHEN IT IS LOWER THAN THE MULLION • � Z �'� 2 Anchors 4.75'Min.O.C./Standard a 08se1 Clip(Fig.1): 390 lbs 390 bs 450 lbs 890 lbs 1844 Obs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 664 ibs 946 lbs 341 lbs 442 lbs 560 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED • • _ 4 Anchors @ 1.15'Min.O.C./Standard(orO/set)Clip(Fig.2y 460 bs 700 lbs WA WA WA WA 380 lbs NIA NIA Wa N/A WA 682 lbs 885lbs 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR '..' •• 4 Anchors i§3"Min.O.C.1(2)2x5 Angle Crips 1(Fig.3): 780 lbs 780" 880 lbs 1560 lbs 1896 lbs 540 bs 560 lbs WA 760 bs 748lba 880 lbs 1692 lbs 662 lbs 885 lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 2 Anchors®0.45'Mn.O.C./U•ClIp,Into.125"Alum.(Fig.4): WA WA WA WA WA WA WA WA WA It WA WA WA WA NIA 715 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anchor/FClip(Fig 5r 1951bs 1951bs 225 lbs 445 lbs 822 lbs 13511 140 lbs 177 lbs 370 M187 lbs 332 lbs 473 lbs 1701ba 221 lbs 2801bs ANCHOR CAPACITY TABLE. 2 Anchors C 1.15"MN.O.CI F-l'p(Fig.6): 240 bs 3501bs WA WA WA WA 190 lbs WA WA WA WA WA 341 lbs 442 The 560 lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Ftttridtt SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i.000" Building Code -, r- Ac4, ;11rod BXBy 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: E[ Mi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Ivlia uct a • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" , FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i .125" \�� LYNN 011F ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ti J\.��,• �GENSF �� % CONCRETE BLOCK UNIT{CMU}SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' T 5B.I 05 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTUURALRAL STEEL TO BEAT 1"X 2"X.125"MULLION :; : hyo- LEAST.125"THICK AND A36. DS BEYOND ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS = . • • � THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ••�- � i� : l.1.1= UJ �i5'•, Sf E0 Ute '•.., fiLOR�� 'C�0) . A. LYNN Iip BR, E. FL P.E.#58705 TABLE 2A Mullion Capacity Table b*1W Opening Width(for vertically-spanrtir7g mullions)or Opening Height(for horizontelly-sparring mttilions) .. 501n 601n 70 In 80 in 90 in 100 in 120 in 140 In 160 in O Rectangular Traprrdang. Rectangular TrapTriang. Rectangular Traprdang. Rectangular TrapTriang. Rectangular TraplTdang. Rectangular TraplTriang. Rectangular Trap/Trtarg. Rectangular Traprriang. Rectangular Trapffdsnii 4 1 X 2 X.37b Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading p 2 U Alum.Tube ,. ,. s „ 1 ,. a.. ' .. ,. 1 .. ,. LL Mullion g B g G a a � $ � �� c14 "a 3� 8 da did 8 d $ d 2 d8 d d d Z fLn .�G G O f 421n 170.0 820 170.0 435 151.3 662 170.0 418 129-7 682 170.0 50B 113.5 662 1 169.5 518 100.9 682 168.9 517 90.8 662 168.9 517 75.7 662 166.9 517 84.9 662 168.9 517 56.7 662 168-9 617 J LU J W 481n 121.6 507 136.0 419 101A 507 119.2 410 86.9 ti07 108.7 403 76.0 507 1028 399 67.8 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 398 43.4 50T 99.0 398 38.0 507 98.0 396 50.6251n 103.7 456 114.8 379 86.4 456 99.9 371 74.1 456 90.5 364 84-8 458 84.8 360 57.6 456 81.3 357 67.8 456 80.0 358 43.2 456 80.0 356 37.0 456 80.0 356 324 456 80.0 358 m o 54 1n 85.4 400 93-3 336 71.2 400 80.9 326 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 81.8 313 1!1 O O 601n 62.3 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 36.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 222 324 40.5 253 19-5 324 40.5 253 63 53.8 294 57.4 262 44.8 294 49.2 248 38.4 284 43.6 241 33 8 294 39.8 237 29.9 284 31.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 16.6 294 33.4 230 J 68 kt 48.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34-1 218 26.0 268 31.6 215 23.4 268 29.8 272 19.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 Z 6 z° m � c� 721n 36.0 225 37.8 496 30.0 225 322 191 26.7 225 28.4 189 225 225 25.6 185 20.0 225 23.6 182 18.0 225 221 180 16.0 225 20.3 177 129 225 19.6 176 11.3 225 19.8 178 g 76 in 30.8 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 i9.2 202 21.5 167 17.0 202 49.7 165 15.3 202 15.4 163 128 202 48.7 180 10.9 202 15.9 158 9.6 202 15.8 158 + r 78 In 28.3 192 29.6 lea 23.6 192 25.1 165 20.2 792 22.0 162 17.7 492 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 i1.8 i82 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 + • J 0Q 90 in 18.5 144 79.0 728 15.4 144 16.1 126 •` • • 961n 16.2 i27 156 113 •+•••• (n•fes+ o TABLE2BANCHOR CAPACITY ADJUSTMENT FORMULA: • 0 .• Anchor Ca ac Table lbs ANCHOR CAP.,,,^„r,t .•.... W X r DP t )=ANCHOR CAP.,- . • , +� N Substrate: 2.7k Concrete 3.5k Canc. Ho9ow CMU Filed CMU P7 Wood Metal ( 1EO)X MULLION CAP. •• •• O 5116"Elco 114"SS Elco 5118'Elco 714'SS E" 1110 Steel 1112 Sleet #12 Steel f"`�'�" (� Q Anctror Type: 3176'Elco Uftraeon 114"Elco Ulireeon Sita'Elco Ultracon 114'Elco Ullraeon •.,.•. - Anchor Clip Patteme UHracon AggreGaiar tlrtracon AggreGator Screw{G5) Screw(G5} Screw(G5) USE THiS FORMULA TO OBTAIN T r cn CAPACITY REQUIRED"CORRESPONDING TO AN : + Z Edge Distance(in}: 1' 2.111 1• 2-112' 3-116" 1• 2-1i2" 11 2-1@' r &118• 2' 0.48' 0.51• 0.324• :-** m �OEmbedment M}: t-314' 1314' 1-314" 13N• r- . 1-il4' -i!4' 1.114" 1-114" 1.114" 1-114" 2- 1.318' 131x' %alesACTUAL PRESSURE REQUIREMENT FOR THE + •2 Anchors 4-75"Min.O.C.!Sfarhdard or Ofset alp(Flg.1} 390 lbs 3901bs 450 Ibs 890 lbs 1844 ibsP270ft 2801bs 354 Iba 740Ibs 374 Ibs 664 ibe 946lbs 341 Ins 442 lbs 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 1•15"Min.O-C-1 Standard(or Offset)alp(Fig.2): 460 Ibs 700 lbs NIA WA NIA380 bs WA NIA WA wA wA 662 Is 665 lbs 1120 IbsCAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors 3•Min.O.0 !(2)2x5Anglepipsr(Fig-3r Tao lbs Teo ibs eco Ibs 1560lbs 1898Ibs 580 ros wA leo rbs 748lbs eco We 1892Ibs 6821be 8651bs 1120 lesMULLION.tT WILL YIELD A MINIMUM ANCHOR 2 Anchora Q 0.45'tNa.O.C.!U13ip,into.725'Alum.(Fig.4}; WA wA WA WA NIAWA wA NIA WA WA WA WA N715 lbsCAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor"F-ClIpAlum.(Fig.5): 195 roe 1951bs 225 Ibs 445 bs Sn Ibs260 9hs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15-Mkn.O.CJ F-Cllp(Fig.6): 240 Ws 350 Ibs WA wA N!A190 Ibs WA NIA wA wA wA 341 Ibs 4421be 560 ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCT RSVISBD FIGURE 1: FIGURE 2: TABLE NOTES: as complying with to Ftmide Building Code r� 4 1 SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceptance No '� •iG4�'L� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. *-{ 1.000" Expiration Date ,r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. By Miami Product FIGURE 3: t l l i t 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" ��( MAI 11 L FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �tGENSC' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ i41o. 58705 FIGURE 4: FIGURE 5: FIGURE 6: _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1"X2'X.375"MULLION _ -' 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 $ 6 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. �) l- (� s ATE F <l/ 0 R1 0 NA A.LYNN MILt11E12,P.E. FL P.E.#58705 \ • fV TABLE 3A ^ x Mullion Capacity Table(Ibslft2 OR R _ Opening Width(for vertically-spanning mUllons)or Opening Height(tor horizontally-spanning millions) a SO In 60 In 70 In 00 In 90 in 100 in 120 In 140 in 160 M O Tra da Rectangular Ttep/731arug. Rectangular Trap.Tdang. Rectangular Trap/Tdeng. Rectangular Traprt'dang. Rectaogular Trap/Titang. Rectaroriar TreprTdang. Rectangular TraWdang. QluL, Rectangular TraprTriang Rectangular p/T ►� Load Loading Loadi n 1 X 2.76 X Wading Loading Loading Loading Loading Loading Loading Loading Loading Wading Loading Loading Loading Loafing ng g Loading ng c�+ .375 Alum. Mullion 1Tube ji � �� $ � 4 � � L" m $ 8 Y 6� oly = 5 g• $ 5� �� ±� g U)75 44 3 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 148.7 1301 570.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 O W 48 in 174.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 SW 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 • _ Q' a to 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 187.8 1032 170.0 684 145.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 87.9 1032 170.0 758 83.9 1032 170.0 758 73.4 1032 570.0 758 W O o O 541n 170.0 797 170.0 612 161.3 907 170.0 691 136.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 440.0 709 60.6 907 140.0 709 m M 1- 80 in 145.1 735 151.5 625 117.6 735 130.3 611 100.8 735 118.0 599 88.2 735 106.2 590 78.4 735 99.5 563 70.5 735 95.5 578 58.8 735 91.8 574 50.4 735 95.8 574 44.1 735 91.8 674 1=- co 631n 121.9 680 130.0 570 101.6 666 111.5 557 87.0 668 96.9 547 76.2 666 90.1 638 67.7 608 83.9 531 60.9 668 79.8 526 50.8 666 75.8 521 43.6 666 75.6 521 38.1 666 75.6 621 V 66 in 106.0 607 1124 522 88.3 607 96.1 511 75.7 607 65.0 501 66.2 607 77.1 403 58.9 607 71.5 466 53.0 607 67.6 481 44.2 807 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 z Uj C 721n 81.6 510 s5.8 443 68.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.6 S50 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 550 44.3 399 • 6 bW 76 ti 69.4 458 72.5 400 57.8 458 81.7 392 48.6 458 54.1 385 43.4 458 48.8 378 38.6 456 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 • • Q• Z To 78 in 64.2 435 67.0 381 53.5 435 56.6 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 345 20.1 43S 32.2 340 • • • r 901n 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 54.9 327 19.3 268 see:** Q • Z 1 •L2 961n 34.1 287 36.4 257 28.7 287 29.9 252 24.8 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 •••••• }- M •••• U) •x a,. a 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 198 15.1 227 16.0 19511 e***** W •111! 111 In 22.3 215 22.7 194 16.6 215 19.1 191 15.9 215 18.6 188 • r •�• •• •• i- •X• • a 120 in 17.6 184 17.9 167 •••••• ¢ Q • ANCHOR CAPACITY ADJUSTMENT FORMULA: ; • : d = • • TABLE 3B �• •? Anchor Ca acl Table Iba ANCHOR CAP.,,�,,,,,E , • _ ' m0 �O • Subsltale: 2.7k Concrete 3.Sk Coro. Hollow CMU Filled CMU PT Wood Metal (DP„�,}X{ ) =ANCHOR CAP. • • • ro • • 3 5.76"Elco 1/4'SS Elco 5/10'Elco 114"SS Elco 010 Sleet 012 Steel 012 Steel MULLION CAP.,,,,,,.,,,. •• • � o 0. Q�10: Anctwr Type: 3/116•Elco Ulbacon 1/4`Elco Ultracon 5116" Eln 3116'Elco Ultracon 1/4"Elco Ullracon AggreGatw URracon AggteGator Screw(GS) Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR LntrAnchorCllp Pattems CAPACITY REQUIRED"CORRESPONDING TO AN Edge Distance(in); 1" 2-112• 1• 2-112" 3.U8' 1• 2.112' V 2-10 2" 3.1/8" 2" 0AW 0.54" 0.324' Embedment(tin) 1.314' 1-314' 1-314' 1 3/4• 2' 1-1l4' 11.1/4• 1-v4• 1-v4` 1.114" t-v4• 2' 1.318• 11 3W pedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arwhwrs 4.75•Min.O.C.I Standard Or Offset alp(Fig.1) 390 lbs 390 lbs 450 lbs 8901bs 1644 lbs- 270 lbs 280 lbs 354 Vas 7401bs 3ra lbs 664 Lbs 946 lbs 341 ins 44z lbs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15"Mln.O.C..Standard(orOtrsel)Clip(Fig.2)_ 480 lbs 700lbs WA N/A NIA WA 380 lbs WA -NIA N/A NIA NIA 602 ins 885Ibs 1120 lbs MUpLIONYITFWOM YIELD A MINIMUM ANCHOR THE TABLE)OF THE TED 4 Anchors Q 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.3): 780 ft 7801bs 660 lbs 15W lbs 1age Ibs 540 ft 560 lbs WA 760 Iba 7481bs 88o lbs 1892 lbs 682 lbs 085 Its 1120 Lbs 2 Anchors 0.45"Min.O.C./tl qip,into.125"Alum.(FIg.4): WA WA WA WA wA WA WA WA WA wA WA WA WA N/A 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arohor.Flip(Fig.5): 795 Lbs 1951bs 225 lbs M5 Lbs 822 lbs 135 it. 140Ibs 177 Ibs 370 lbs 167 The 3321bs 473 lbs 170 Ina 221 lbs 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1.15"Min.O.CJ F C11p(Fig.6): 240 8rs 350 Ws WA wA wA WA 190 Ibs wA WA WA WA WA 341 lbs 442 lbs 560 lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as complying with the Flo" Building Code " Acceptance M)I6-Q24$ FIGURE 1: FIGURE 2: TABLE NOTES: --j 1.000" r-- Expiration Dat° 2DZl • • • 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. mi ti do Product t;.ottlrei SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Aj7<<�/��i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" • . ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No. 0,8705 11 L ANGLE CLIP MUST 8E USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" ` CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED ;O ., CONCRETE BLOCK UNIT(CMU)SHALL CO (,/ ¢ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" � ,1 4, U F /` • - (� s r c r 4t, . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 2.75"X.375"MULLION -�� ••..rL ORSD?'.•'•��\ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. k N1j4'j�(r; -�� 1 `�M EP, P.E. FL P.E.#58705 } n X+ TABLE 4A RR Mullion Capaolty Table IbGIW) � Opening Width(for vertieWspemirt0 mtAlorls)or Opening Heigh!(for horimrttally spamirlg mt/6a1s) 50 in 60 In 70 in 80 H 90 in 100 In 120 in 140 H 180 H 0 Rectangular Trapltdang. Rectangular Traprfdang. Rectengutar TrepJTdeng. Rectangular TraplTdong. Rectangular Trapffdang. Rectangular TmplTdany. Rectangular TrepITdang. Rectangular Tmp/Tdang. RectanOar TtaplTdang. o 1 X 2.76 X U. Loadarg Loading Loadirug Loading Loafing Loading Loading Loading Loading Leading Loading Loading loading Loading Loafing Loading Loadirg Loading 10. U 660 Alum. f��j v_ u w vwv Uv v n GpQNygp ` G pN 160 G w ca� vwi 6c a V v , mC14N Tubo pa wu, oc� c�Mul '3 v vCv V v v 8 Is _ N�v .53LGO LLI �m S C G 42 H 170.0 820 170.0 435 170.0 744 170,0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1488 170.0 521 {58.7 1820 t70.0 521 138.8 1820 170.0 521 -J W �1 = 48 H 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 660 106.3 1417 170.0 680 U) � B 50.825 H 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 1288 170.0 756 91.4 1286 170.0 756 LU co o 0 54 H 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 150.7 1`130 170.0 803 133.9 1130 170.0 837 120.8 1130 170,0 856 100.5 1130 174.0 881 88.1 1130 170.0 881 ?5.3 1130 170.0 861 N 60 H 170.0 865 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 82.8 915 114.4 715 54.9 915 114.4 715 J 831n 151.8 830 161.9 710 '126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 1122 670 84.4 830 104.8 662 75.9 830 99.4 858 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 849 LU m fa 881n 0. 132.1 757 140.0 850 110.0 757 119.8 838 94.3 757 105.9 624 82.5 757 96.1 814 73.4 757 89.1 808 08.0 757 84.2 800 65.0 767 79.0 593 47.2 757 78.2 591 41.3 757 782 591 Z-ra �5 72 H 101.7 638 106.8 552 84.8 638 91.0 540 727 638 80.1 530 83.8 838 722 521 58.5 836 68.5 514 50.9 638 82.3 508 424 838 57.2 500 38.3 838 55 3 497 31.6 838 55.2 487 � • �. •12' 76 H 88.5 571 90.4 498 72.1 571 78.8 488 8 . 571 67.4 479 54.1 571 00.6 471 48,0 571 55.5 464 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 M.5 448 :••• Q••j • c} 78 H Fj 80.0 542 83.4 474 68.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 frit 47.5 437 33.3 542 42.9 429 28.6 542 40,8 425 25.0 542 40.1 423 •••••• z•G 'Q •O 90 H 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 28.0 407 29.6 334 21.7 407 28.1 327 18.8 407 24.1 322 18.3 407 23.0 319 ••• •• Q jq Z •�•• •••• • D �� 98 h 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 20.1 300 21.5 358 24.0 288 17.9 358 21.0 289 15.3 358 19.2 284 . • • • •... 108 H 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 t8.7 283 18.0 240 15.1 283 18.5 237 • • 111 In 21.8 287 28.3 242 23.1 267 23.8 238 19.8 267 20,6 235 17.3 267 18.3 231 15.4 267 16.5 228 "•"• • • ••••.• X 120 in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 220 10.2 202 • • • Q r •Q Q • • Z ANCHOR CAPACITY ADJUSTMENT FORMULA: . • 5,0 05 (n • TABLE 4B n • '<� Anchor Ca ac{ Table Iba ANCHOR CAP.,,g,,,� •• • • Substrate: 2.7k Concrete 3.5k Conn. Hotlow CMU Filed CMU PT VYood Melal (DP„•,}X( }=ANCHOR CAP., , � •'�"��-7 5116"Elco 114"SS Elco 5116•Elco 114'SS Elco 1110 Steel N12 Steel 1412 Steel MULLION CAP.,,,,„„",E Anchor Type: 3116 Elco Ultracon 114'Elco Ultracon U tenon 3116"Elco Ultracon it4"Elco Ultracon AWeGala UHracon ApOreGator Screw(G5) Screw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE"AN CHOR Anchor Clip Pattems CAPACITY REQUIRED"CORRESPONDING TO AN Edge Distance Ink 1" 2•16r 1' 2.1n' 3-118• 1" 2-112' i" 2-tn" 2" 3-1/8' 2' 1-318 0.54' 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(H}: 1-314• 1-ata" 13/4" 1-314'_ r 1-tr4" t-Ira" t-va• 1-v1• 1-ua• 1-v4" r t-318' 1318• 1e OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors 4.75"Min.O.C./Standard orOffset Clip{Fig.1) 390 las 390 Ibs a50 lbs 690 lbs 184a lbs z7o ros Zea lbs 354 Ibs Tao lbs 374 lbs 884 Ins 946 lbs 341 las 442 lbs G80 CAPACITY FROM THE TABLE)OF THE SELECTED 4 Anchors 1.15'Min.O.C.!Standard(or Offset)Clip(Fig.2): 4B01bs 700 lbs NIA WA N/A N/A 380 lbs WA WA WA NIA WA 882 lbs 885 f 1f201as 4 Anchors 3'Min.O.C./(2)2x5 Angle Clips/(Fig.3X 780 las 780 lbs 680 U. 1560 lbs 1896 lbs 540 lbs 560 lbs N/A 760 Ibs 748 lbs BSO lbs 1892 lbs 682 lbs 885 bs 1120 Hs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor¢O 0.45"Min.O.C./1.1-alp,into.125"Alum.(Fig.4): N/A NIA WA NIA WA WA NIA NIA WA NIA NIA NIA NIA --T-15Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anehor 1 F�Rp(Fig.5): 195 ft 195 Ibs 225 Ibs 445 lbs 8n ft 135 lbs 14 The 177 lbs 3701ae 107Ibe 3321be 4731bs vo Ibs 221 lbs 280 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anthea 1.15'MH.O.CI F Clip(Fig_6): 2401bs 350 Pis NIA WA tv WA 1901bs NIA WA NIA NIA N/A 341 Ih4 4421bs 5601bs ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as complying with Iho Pttr" BuildingCodc k6+d2"16.O3 TABLE NOTES: Acceptance xp on Date j 1021 FIGURE 1: FIGURE 2: --i 1.000" r-- • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi `do plN" � IA 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t=NSC- FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. %{ 53!45 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F{LLED 650" 4 l,6 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -- -0 U � FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" /0 ' MST -Ui= <V THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT % '� FCOFi1nP• (j • • V X 2.75"X.650"MULLION i LEAST.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. �} 0 NAA- • A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A Mullion Cap tty Table Ibs1R' te te # Opening Width(for verlica*spannirtg millions)or Opening Height(for hodzorta*spary tg mullions) LL 50 In 60 in 70 in 80 it 90 in 100 in 120 in 140 in 180 in e O Tr d Rectangular Treplydang. Rectangular TrWTdang, Rectangular TrWTdW. Rectangular TraplTdeng. Rectangular TraplTdang. Rectangular TraplTdang. Rectangular TreplTrlang. Rectangular Trap/Tdeng. 4 W RectangularaprT ang. angul 1"X 3.126"X Loading Loafing Loafing Loafing Lcacing Loafing Loading Loadng Loadng Loafing Loacinp Loafing Loafing Loafing Loafing Loafing Loadrrg az U .500"Alum x x z A - £ a _ LL u �.� u.. 3 a.. v B.� u u.. u u S u u 25.. rf.. iT v.. u.. 'a -fw -6 2 r. .� Tube Mull g $ `° B '° g Sg °° a� `o ` "� �• � �� a c � OR oft c N (3^ r, t)o U Uc U U t? U V vv U Uv U U U Up a m C tX O C O C g•� Y (Z) _ 7 3 {/ ZO i J 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.01 14M J70.01 521 170.0 1735 1170.0 521 1164.41 1802 170.0 521 J W J W 40 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 557.7 1577 170.0 880 135.1 1577 170.0 880 118.2 1577 170.0 680 _ 50.8251n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170,0 884 170.0 1195 170.0 723 170,0 1345 1]0.0 747 570.0 1484 170.0 758 141.7 1495 170.Q 756 121.5 1485 170.0 758 108.3 1495 170.0 756 C ° W co o 0 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 858 124.8 1401 170.0 861 106.6 1401 170,0 881 93.4 1401 170.0 861 � 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1158 187.0 828 123.3 1158 156.5 917 111.0 1158 148.7 910 92.5 1158 144.5 903 79.3 1156 144.5 903 89.4 1158 144.5 903 831n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 5049 155.5 880 119.8 1048 141.7 848 108.5 1049 532.0 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 116.9 619 86 in 188.8 955 570.0 789 138.0 955 151.3 8N4 119.1 955 133,7 788 104.2 855 121.4 775 82.6 955 112.6 765 83.4 955 106.4 757 69.5 955 99.8 749 59.8 955 98.7 746 52.1 955 98.7 746 Z LI $ e 72 in 128.5 803 534.9 697 107.0 803 114.9 882 91.6 80i 101.1 870 80.3 803 91.2 659 71.4 8Q3 63.9 848 84.2 803 78.8 842 53.5 803 72.2 832 45.9 603 89.8 828 40.1 803 89.7 827 • 2 76 in 109.2 721 114.1 829 91.0 721 97A 618 78.0 721 85.1 805 68.3 721 78.5 505 60.7 721 70.1 586 54.8 721 65.4 579 45.5 721 59.4 589 38.0 721 58.8 564 34.1 721 56.1 583 • • • Q• .� • r 78 In 101.0 884 105A 599 64.2 684 80.4 587 72.2 684 76.4 576 63.1 684 70.4 567 56.1 684 64.4 558 50.5 684 59.9 551 42.1 864 54.1 541 36.1 884 51.3 538 31.8 884 50.6 534 •••�•• � • •Q 0 O 901n 85.8 514 87.8 458 54.8 514 xi 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20,6 514 29.0 403 •••••• Q Z • ' o go in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.8 390 33,9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.8 385 19.4 452 24.2 359 16.8 452 22.8 355 •••••• W ::• 1081n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 16.2 287 11.9 357 15.0 283 • - •-•_ • •••••• it11n 35.1 338 35,8 308 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 336 16.5 278 12.5 338 14.6 273 11.0 336 13.6 269 •• •• • U) (n • 120 In 27-7 288 28.2 263 23.1 289 23.7 258 19.8 289 20.5 �58 17.3 289 18-1 252 15.4 289 t8-3 249 13.9 289 14.9 248 11-6 289 12.6 240 9.9 289 11.4 238 8.7 289 10.4 232 ;••:•: 0 v- •Q 1 •• a • �;z �O O TABLE 5B o • ANCHOR CAPACITY ADJUSTMENT FORMULA: ; .'• m� a o AnchorCape ITable lbs ANCHOR CAP.,,,,,,.." •• • � • a Substrate 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal (DP_)X( }=ANCHOR CAP.., e, «� 5116"Elco 1/4'SS Eko 5116`Eko v4"SS Elco #101 ted #12Sleel #t2 Steel MULLION CAP.,,d,,., AnehorClip Pettems Anchorlype' VT Elco Wracon v4'EkoUlbacon Ulbacon 3116•Elco ultracen 114•EleoUltracon AggeGator _UNraccn AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance pn} 1• 2.11r i• 2-vr 3 118' 1' 2-U2" r 2-vr r 3118 r 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment n 13/4" 1314' 1314' 13x4• 2• 1-v4" 1-V4' 1-714' i-V4' 1-ild• 1-1/4• r 13r6• 1318• v�rlbs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm®4.73'Min O.C.l Sianoard or Offset CIP(Fig 1)< 39D lbs 390 tz 450 IDs 890 tbs 1644 lbs _N05 lbs- 280 M 364 IDs 7401Ds 374 IDs 6641bs 916Ibs 341 lbs 442 Me 56N los OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arctrors®1.15•Mkt O.C./Slandam(or Ortstt)CYp(Hg 2X 480 IDs 70D lbs NIA WA N/A N/A 380Ihs NIA WA NIA WA WA 682M 665 tDs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors®T Min.O.C./(2)25 ArgIe Clps I(flg.3X 780 Un 780 lbs 680 lbs 1560 Ms 1896 lbs 640 lbs 56D lbs NIA Iso IDa 746 lbs 8W lbs 1692 9S 682lbs 685 112D lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Archors C 0.451 Min.O.C.I UCYp,Inlo.i25•Alum.(Fig,4X N/A WA NIA WA NIA NIA WA NIA WA N/A WA WA NIA WA 1073IDe CAPACITY WHICH MAYBE USED TO QUALIFY 1 Arct1Dr/FCMp(R¢Sj 1951Ds 1051b6 225 lbs 445 822 lbs 735lbs 140 lbs 177 bs 3701bs 187 lbs 3321Ds 473 IDs 1701Ds 221 Ibs 2130 Iba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.19'hen.O.CJ FCllp(Rg_E} 240 Ds 350 lbs NIA WA N/A NIA 190 lbs NIA WA NIA WA WA 341 ft 442 IDs 560 ms ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying RGVISED as complying with the Flbrids h1.000"-1 Building Code Acceptance tk, nnZi FIGURE 1: FIGURE 2: TABLE NOTES: E iration Date a 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dada Product \`�tillllll// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125" ,�,� O�� .• FIGURE 3: \ N P 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �a•' �c� Se HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. rr ' 7'r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. °' 500" ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ LY CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -T "p E G �f FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' At(= 1'X 3.125"X.5'MULLION : c7 •• � THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1•VF MULLION) �;'�� •PLORO �U` LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �� ,,........... • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. ,'�� A.LYR,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table(Ibslftz) �`�� a Opening VYidth(for lierttcaity_-s rirg mtAions)or Opening Height{for horizorttaWy-spanning mullions) o 50 in 601n 70 In t 80 in 901n 100 In 120 in 140 In 160 in C ' Rectangular Traprrdong. Rectangular TrapRrteng. Rectangular TrapfTdang. Rectangular taprTdang. Rectangular TreprMang. Rectangular Treprrdang. Rectangular hap/Tdanp. Rectangular TraplTriang. Rectangular TraplTdang. e 4 w 1 X 4 X.126 Loading Loading Loadhg Loading Loading Loading Loafing Loadixr9 LoedIn9 Loading Loading Loading Loading Lowing loading Loading Loadng Loadirrp ^p 2` U le Alum.Tube .. .. Mullion 918G � 8 _ :s s C) 09 o >5 s >s � �. >s Ise z U) liini d 4Z h 170.0 820 170.0 435 110.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 518 170.0 1116 170.9 521 170.0 1240 170.0 621 170.0 1488 170.0 521 145.6 1489 170.0 621 127.8 1484 170.0 521 J W 48 h 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 1170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 97.7 7303 170.0 680 cc _ 50.82b in 170.0 747 17D.0 583 170.0 896 170.0 631 170.0 1046 170.0 864 170.0 1195 170.0 723 136.1 1235 170.0 747 140.b 1235 170.0 756 117.1 1235 170.0 786 1100.4 1235 170.0 756 87.8 1238 170.0 758 LIJ C) o 54 in 170.0 797 170.0 872 170.0 956 170.0 891 170.0 1118 170.0 764 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 061 88.2 1158 170.0 861 77.2 1158 170.0 861 j M 6o in 170.0 885 170.0 701 168.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 876 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 12S.t 782 71.5 1042 125.1 782 62.8 1042 125.1 782 I- J 63 In 170.0 930 170.0 745 151.2 992 183.6 818 129.6 992 144.4 799 1113.4 992 131.0 782 100.8 892 121.4 768 90.7 992 114.8 758 75.8 992 108.4 745 64.8 992 706.0 744 58.7 992 108.0 741 66 h 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 736 02.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z V • 72 h 135.9 849 1427 737 113 2 849 121.6 722 97.0 849 108.9 708 84.9 849 98.4 696 75.5 849 88.7 686 67.9 849 82.7 675 66.6 849 75.3 659 48.6 849 72.5 652 426 849 72.4 851 • • • J • v rr • 76 h 115.5 762 120.7 665 98.3 76Z 102.6 852 82.5 782 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 69.4 595 • • • 3 •• • Q • • a 76 in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 88.1 591 53.4 724 83.4 683 44.5 724 57.3 573 38.2 724 64.3 687 33.4 724 53.5 565 Z . •Q rn .o • •.••.• • 90 In 89.6 543 71.8 483 58.0 543 60.7 474 49.7 643 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 643 39.5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 .•.•.• Q Z eiz • 86 h 57.3 478 58,9 427 47.8 478 49.7 419 Lry 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 20.1 386 20.5 478 25.8 380 17.9 478 24.2 378 ••••• 4! A. m O m0 • r}j 1081n 40.3 377 41.11 341 33.6 377 34.8 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 371 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 •••• W - • o o• • ••..•• 111 h 37.1 357 37.8 323 30.9 357 31.8 318 26.b 357 27.8 313 23.2 357 24.4 309 20.6 357 22.0 305 16.5 357 20.1 301 15.4 357 17.4 294 ' ' .� •• � ' •. •• U) 120 in 29.3 308 29.8 279 24.5 308 25.1 274 21.D 308 211.7 270 18.3 306 19.2 267 16.3 306 17.3 263 •••••• V x Q 0 • ' Q• e- •�. Q• ' 1M In 17.0 _21211172 196 • _•• ez V • mo•o . CL � TABLE 68 - ANCHOR CAPACITY ADJUSTMENT FORMULA. ' �•• ' • €� • .. Anchor Ca act Table Ibis ANCHOR CAP.,,,,,,,, J" &� Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filed CMU PT(Mood Metal {DP",)X( )=ANCHOR CAP.�, 51%'Elco 1114'SS Elco 5lt8"Elco 114'35 Eko #10 Steal Al2 Steel #12 Steel MULLION CAP.,b,,,,,� Anchor Type: 3176"Elco Uttrecon 1!4"Elco Uitracon 3/16"Elco Ultrecon 114"Elco UHracan AggreGator Utracon AggreGator Screw(G5) Screw(GS} Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Pattems U3-1/8' Edge t3lstanca(Iny r 21n• r 2112" 3-va• r Zan. 1' 2-tn• r 3•il8' 2• 0.46• 0.54' o.324" CAPACITY REQUIRED`CORRESPONDING TO AN Embedment(in): 1.314' 1-314' 1.314• 1-3W 2' 1-1/4" 1-1/4• 1.114" 1-114• 1-114" 1-114• 2' 1•8V8• P12 .cries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctwrs®4.76'Min.O.C.!Standard or Offset CYp(Fq.182): 390 Ibs 390 tbs 450 lbs 890 Ibs 1814 Ibs 270 Ins leo lbs 354 ins 740 An 374 lbs 684 lbs 9481as Sat tbs 560 iba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.25'Min.O.C.1 Standard(or Otset)Clip(Fig.3j 700 ws 700 lbs 580 tbs 1410!bs 952 ke WA 580 lbs WA 6301tu WA sao ins WA 662 Ws 1120 Us CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors 1.15"Min.O.C_I Starrderd(or Offset)Ci�p(Fig.4t 9601bs 1400 lbs WA WA WA WA 780 lbs WA WA WA WA WA 1363 @e 22401bsMULLION.lT WILL YIELD A MINIMUM ANCHOR 4 Anchors 3"Min.O.C.1(212x5 Angle Clips I(Fig.5): 780 hs 760 Ina 6W fbs 1560 lbs 1896 Ibs Sao to 5601bs WA 760 ws 748 ibs 880 Ibs 1892 Ibs 682 tbs 1120 Ins CAPACITY WRICH MAYBE USED R QUALIFY 6 Anchors 3"Min.O.C.1(2)2x5 Angle Clips 1(Flg.6y 1170 lbs 1170 Ibs 1020 Ills 2340 lbs 28441bs 810 lbs 840 lbs WA 1140 lbs 1122 be 1320 fbs 2838 ibs 1022 lbs 1327s 1680 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors Q 0.45"Min.O.C.i U-al%Into.125"Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 lbs ANCHOR CAPACITY TABLE. FRt9UUCT REVISED 2 Anchors @ 2.25'Mtn.O.C!F-alp(Fig.8): 350 las 350 lbs 290 @s 705 IM 476 too WA 280 ft WA 315 les WA 440 lbs WA 341 lbs 442 ft560 Ibs as complying with die Flbridk 4 Anchors @ 1.15"Mtn.O.C.I F-Clip(Fig.9): 480 abs 700 ft WA WA WA WA 380lbs WA WA WA NIA WA 682 fbs 885lbs 1120 q�s Building Code --r-� 1.000" r-- Acceptance Noe,,21a.4C) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 7 Expiration Date wz TABLE NOTES: By Miami do rrcttiiOl FIGURE 1: FiGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE li • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . uI, �\ C�\1. •"/ '•�P i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. Q` • • • • • • • • .000" - .,. : _ •'. �t' • • _ SJ p.GiZ/U5 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4 TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. � 1 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � � '. E all • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125" ;��`�''.. !-Cp}�1c?�• ' SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1111063 75 AND BE A MiNIMUM OF.125'THICK.STEEL • • STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK f n�:ll ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND R LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1"X 4"LI.N A.LYNNiMI)`LER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18 8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A Mullion Ca act Table IbaMe) �� Opening Width(for vertically-sparring mullions)or Opening Height(for horizontally-sparring mtrlions) wU. 50 in 60 in 70 In so in 901n too in 120 In 140 in 150 In Rectangular Tr Bang. Rectangular Trap/Tdam. Rectangular Traprrdang. Rectangular Trap/Tdang. Rectangular Trop(Tdang. Rectangular TroplTFieng. Rectangular Trap/Tdeng. Rectangular Trap(Tdeng. Rectangular TroplTdeng. o W 1 x 4 x.376 ° Loafing Loading Loafing Loafing Loafing Loafing Loafing Loading Lnadng Loafing 'Loafing Loafing Loafing Loafing Lowing Loading Loafing Loafing F Y v Alum.Tube ti CNI L � Mullion aa� '3 � � �� ID Z yea � W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 570.0 1488 170.0 521 570.0 1735 170.0 521 170.0 1983 170.0 521 J W 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 t70.0 880 551.8 2024 170.0 680 o = 50.625 In 170.0 747 170.0 563 170.0 886 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 188.0 1918 170.0 758 138.5 4919 170.0 758 W O p O 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 85B 159.9 1799 170.0 681 137.1 1798 170.0 861 120.0 1799 170.0 881 m m U) 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 998 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 {70.0 1053 97.2 1619 170.0 1063 E_- 83 in 170.0 930 570.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 166.7 1642 170.0 1076 141.0 1642 110.0 1122 117.5 1542 166.5 1156 100.7 1642 167.9 1157 88.1 {642 187.9 1157 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.5 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 Z z °0 0 72 In 170.0 1063 170.0 67B 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1324 149.9 1082 117.3 1320 137.8 t066 105.6 1320 12e.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 68.0 1320 112.5 1012 0(L J 76 in 170.0 1122 170.0 837 149.8 1184 159.4 1013 128.2 1184 139.9 994 112.2 1164 125.7 978 99.7 1184 515.3 964 89.6 1184 107.5 952 74.8 1184 97.6 935 64.5 1184 93.1 927 56.1 J184 92.3 925 •• J • Q •J • d� 781n 166.1 1124 170.0 9117 138.4 1124 147.0 965 116.6 1124 128.8 947 503.8 1124 115.8 931 92.3 1124 105.6 918 83.0 1124 98.5 906 69.2 1124 69.0 890 58.3 1124 84.3 881 51.9 1124 83.2 678 • • F-00 000 •.�1 *< 0 •o• 901n 108.{ 844 111,6 750 90.1 844 94.3 736 77.2 841 82.1 724 87.6 644 73.3 712 60.1 644 66.5 702 54.0 814 81.4 693 45.0 844 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 ••• •• Q �L• Z •� • • 96 in 89.1 742 91.5 663 74.2 742 77.2 652 83.6 742 67.2 641 55.7 742 69.8 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 39.8 590 27.8 742 37.6 SB4 •••• U) •��• O 108 In 62.6 586 63.9 530 52.1 686 63.8 521 44.7 588 46.6 513 39.1 588 41 A 50S 34.8 566 37.3 498 31.3 588 34.2 492 28.1 586 29.6 481 22.5 586 26.6 472 19.6 586 24.7 466 •••+ � • •....• W . _ •. • 111 in 57.6 555W730 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 3e.0 480 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 '27.1 '20" 448 18.0 555 22.4 442 • • •• Y • •• •• r to 1201n 45.6 475 38.0 475 39.0 428 32.6 475 33.7 420 28.5 475 29.8 414 25.3 475 26.6 409 22.8 475 24.5 404 19.0 475 18 387 14.3 475 17.2 381 •••••• FL X Q i • • Q �- •� • 144 In 26.4 330 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 • • •Z �� • ANCHOR CAPACITY ADJUSTMENT FORMULA: •••••; g�•• • � w • TABLE 7B ' . - - AnchorCa act Table(lbs) ANCHORCAP.,,,o,,,. � $ • o"-� a� Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal {DP,�,)X( }=ANCHOR CAP,. MULLION CAP.,,n,,,,,,,j 5/18'Elco 114"SS Elco 5(16"Elco 114'SS Elco 010 Steel #12 Steel 012 Steel Anchor Clip Patterns Anctwr Type: 3116"Elco Ultracon 1r4"Elco unracon tHvacon 3+16'Elco ultrocon va•Elco unraeon AggreGator Unracon AggreGator Screw(G5) Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(�> r 2-IW 1" 2-1tr 3-118' 1' 2-1rr 1" 2-1n" 2• 3-v6' z• 0.48" 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(in): 1-3/4' 1.314• 1-314" 1-3/4' 2' 1-1/4" 1-1/4• 1-1/4' 1-1/4" 1-1/4' 1-1/4' 2' 1.318' 1-318" series ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'Min.O.C./Standard or Offset Clip(Fig.162): 390 lbs, 390 Pis 4501bs 8901bs 1644 lbs 270 Ibs 280 lbs 354 Pis 7401bs 374 lbs 664 lbs 946 ft 341 lbs 442 We 560 Pis OPENING,WHEN IT 1S LOWER THAN THE MULLION 4 Anctrors z.2s"Min.O.C./Standard(aOlfset)Cilp(Fig.3): 700 M3 Tao lbs Seo Pis 1410 lbs 952 lbs WA 560 lbs; WA 630 ins NIA 8801ea wA 662 Pis W5 los 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 2240 IDs MULLION.IT WILL LD A 6 Anchors 1.15"Min.O.C./Standard(Dir Offset)Clip ft.4). 960 lbs 1400 lbs NIA WA WA NIA 760 Ibs WA N/AwA WA WMAY USED A 1363 Ibs 1770 lbs M ANCHOR 4 Anchors Q 3•Min.O.C./(2)2x5 Angie Clips i(Fig.5): 780 lbs 780 lbs Geo Pis 15601bs 18961bs 540 lbs 5601bs NIA 760 Pis 746 Ibs 880Iba s92 lbs 692 lbs 885lbs 1120 Pis CAPACITY WHICH MAYBE USED TO QUALIFY 8 Anchors 3'Min O.C./(2}2x5 Angie Clips r(Fig.6): 1170 lbs 1170 lbs 1o2o Pis 2340 lbs 2844 lbs 810 lbs 840 abs WA 1140 lbs 1122 lbs 1320 lbs 2638 Ibs 1022 Pis 1327 lbs 1680 ADDITIONAL ANCHOR OPTIONS FROM THE lbs ANCHOR CAPACITY TABLE 4 Anchors®0.45'Min.O.C./U•Clip,into.125"Akrm.(Fig.7): WA N/A NIAwA WA WA NIA wA N/A N/A N/A WA WA WA 1430 Pia . PRODUCT REVISED 2 Anchors C 2.25"Min.O.CJ Flip(Fig.e): 350 lbs 3501bs 290 Pis 705 lbs 476 Ibs NiA 280 lbs NIA 315 lbs WA 4401bs WA 341 lbs 442 abs 560 lbs I as complying w0h the Florida 4 Anchors Q 1.15•Min.O.CJ F-alp(Fla 9): 480 abs 700*- 41A WA WA 380 lbs WA WA NIA WA wA 882 lbs 685 We 1120 Ibs Building Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLiP. -� 1.062" ('- -` 1.000" f-- Acceptance No I�D"49 2Aa.os E phot' Date SO?,! TABLE NOTES: By 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M41 iaur a Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 1(I I I 1 1 • • • • ♦ • • • • • • ♦ a{ LYNN llflzl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �n r • • ♦ • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE " a.2375" 4.000" SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '}•000 r� (SIU. rJ�/QJ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND _ In • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ul ~ ♦ • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE `; •. FCOR�pf',•'`�,, 6063-T5 AND BEA MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" .375" %c<< , • ♦ THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1"X X S"X 4•X. A.L�fNNIMILC�k P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T"-MM ULLION ON MULLIONN FL P.E.#58705 TABLE8A Mullion Capacity Table Ibai'Bz Kit Opening Width(for vertically-seaming mtAons)or Opening Height(for hofizontally-spanning mUllons) 50 in 80 In 70 In 80 in 90 in 100 In 1201n 140 In 160 in 1.25"X Rectangular TrWTdang. Rectangular TrepMang. Rectangular Trap(Mong. Rectangular TNptillang. Rectangular Trapr111ang. Rectangular Trepr Meng. Rectangular RaplTrleng. Rectangular TrapnMng. Rectangular TraplTdsng. 4 a Loadn9 Loading Loafing Loadng Loading toadng Loadng Loading Loadng Loading Loading Loodng Loafing Loading Loafing Loading Loading Loading ox U 3.188"x Z ,. .1186"Alum a 8 is g a s N Tube Mull do a a � � a a� arS � o m C0 LLI _'G Q Q. cG� 0. .�•G � •�G G� �l G 4 .�� '•�'� � � G Q '�G 4� �2 G Q �'G •ri' r< K Z' R� T2 G ,d G � Z`G '1 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 151.6 1789 170.0 521 48 In 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170,0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 880 132.7 1548 170.0 680 156.1 1518 170.0 880 _ m 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 758 139.2 1488 170.0 758 119,3 1468 170.0 756 104.4 1468 170.0 758 w C $ 0 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 m 0 O M 601n 170.0 885 170.0 701 170.0 1083 170.0 797 158.9 1158 170.0 878 139.0 1158 167.1 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 805 79.4 1158 144.8 905 89.5 1158 144.8 905 }- W 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 142.0 B48 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.7 821 80.0 1051 119.1 821 � 06 In 167,1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.8 957 100.0 750 59.7 957 98.9 748 52.2 957 98.9 748 _Z �Z m c 72 in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 004 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 16.0 804 69.9 629 40.2 804 69.8 628 2•0 W t 76 In 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 608 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 584 ••• J•� V 2 781n 101.2 685 105.8 600 04.4 685 89.6 688 72.3 685 78.5 577 63.3 685 70.5 588 56.2 685 64.5 560 50.6 685 60.1 553 42.2 685 64.3 543 36.2 685 51.4 537 31.8 885 50.7 636 '• • c� H +N•.' •�• 901n 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 615 40.6 428 33.0 515 37.4 422 21.5 515 33.1 413 23.5 515 30.5 407 20.6 515 28.1 404 ' Q >4 Z •w• 961n 64.3 453 55.8 404 45.3 453 47.1 397 30.8 453 41.0 391 33.9 453 36A 385 30.2 453 33.0 379 27.2 453 30.4 374 2'2.6 453 26.6 366 19.4 453 24.3 360 17.0 453 229 350 •••+• � :0O .00 o O • • 10B in 38.1 358 39.0 323 31.8 368 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.5 358 20.8 300 15.9 358 16.0 293 • •• 115 In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 so• • • • 120 In 27.8 290 28.3 284 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 :so:*: b Q 7 144 h 16.1 201 18.3 188 •: d .- •`m W :-r 0 50 TABLE 8B - - --- ANCHOR CAPACITY ADJUSTMENT FORMULA: •..• : a� n • d; 'R�' �' • AnchorCA ac} Table(lbs) ANCHOR CAP.,p", 8 • �� FA SuRstrate 2.7k Corcr�e 35k Calc. Hallow CMU FNIed CMU PT wood Metal (DP.)X ) =ANCHOR CAP. 5!16"Elco Std'SS Eko &16"Elco 114•SS Elto Ni0 Steel !442 2Steel 1112 Slee) `MULLION CAP.,,»,,,, AnchorClip Pattems Anchor Type 3116'Elco lntracon 14'Ekougracon Ukracon 3116'Elco Uhtraton 114•EkoUltracon AggreGator Ultracon AggmGator Screw(G5) ew(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge astan:e fn} 1' 2.1/2' 1' 2-112• 3118' V 2.12' V 2-12 21 3-V6' 2' OAS' 054' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment n 13/4' 1314' I-W 1314' 2' 1-V4" 1414• 1-1/4' 1414' 1414' 14/4' z 7316" Va. rases ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'Ma a O.C./Slandard or Onset Clip(Fig iX 3001bs 390 IM 450 lbs 800 Its 1644 bs 7701bs 280 lbs 354 lbs 740 bs 3741bs 664 The 946 Itis 341 Ibs 814 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anthors®1.15'Min.O.C./Standard(a Offset)Clip(Fig 4 480 bs 700 lbs NIA WA NIA NIA 380 bs NIA WA NIA WA WA 6B2 Ms 665 bs 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3'Min.O.C.1(2)2x5 Angle Clips/(Flg 3X 780 bs 780 bs 680 lbs 15609S tags Ibs 540 bs 560 lbs NIA 7601be 748 bs 880 lbs 1892 lbs 682 Ibs 685 bs 1121 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 An hors(Q?0.45'Min.O.C.I UC9p,Into.125"Alum.(Fig 4j NIA WA N/A WA NIA N/A WA NIA WA NIA WA WA NIA WA 1430 to CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anttor/FClip(R9.5Y 1951bs 196 ms 225 lbs 445 lbs 622 ba 135 lbs 140 Its 1177 ibs 370165 187 Ibs 332 It8 473 lbs 170 bs 221►ba Zan Ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.15'Min.O.CJ FC9p(Fig 4 1 240 lbs 350 bs N/A WA NIA NIA 1900- NIA WA N/A WA WA 341 lbs 442 lbs 560185 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 13 ilding complyingwith7770 Fitxida 13ui1dingCode 1•(0"62773.03 FIGURE 1: FIGURE 2: Acce ance No TABLE NOTES: �1 250 •l Ex :ration pate t-�1b27 • • • BY • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miast�i ado ProcklctCorit ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �1 l I t 111/ '0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ��\.qt�( LYNrN /LI/4 FIGURE 3: " : . ' r,f N S c '•�`� i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188 .c'' �� ` CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .�. • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265" _IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND SHALL CONFORM TO ASTM C-90.WOOD SHALL t '• Ax ' �l'. FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU) BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE /() '. � %�i L U • 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %^n ' •. 1.25"X 3.188'X.265"MULLION C� \ .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL VF MULLION) • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114" #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN:MIL'� , P.E. FL P.E.#58705 TABLE 9A 5 Mullion Capacity Table(Ib6Rt2) Opening Width(forverticafy-spanning mullons)or Opening Height(for hor(zontaly epam(ng mtilorls) < 50 h 60 In 70 In 801n 80 h 1001n 120 in 140In 160 kt O Rectangular Tra Bang Rectangular TraplTrtang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Reclanguiar Trapfrilang. Rectangular TrapRrtang. Rectangular TraplTrlang. Rectangular Trap/Tdw4 Rectangular Trap/Tdong. 4 I- W Lo Loads Loading Loading Loading Loading Lading ^ W 1.25 x 3.25 Loading Lading Lading Loading Loading Loading Lading Loading Loading Lading clap Loading n9 e Y V +" J X.1100 Haag Alum. to MullioTube a _ _ }�$j � � E � r� � � g � $ �� $ s CO � ItNIIIOn A'� G Gam'+ 'G G G •G G G G G N IIIRRRJJJ 11111RYYlll JJJVVVYYY �/�![ VR1 /� C 41L lL i IL g .l lL z �a N 142in170.0 620 170.0 435 170.0 741 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 153.3 1118 170.0 521 127.7 1116 170.0 521 109.5 1118 170.0 521 95.8 1118 170.0 521 0170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 t4&7 978 170.0 861 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 660 83.8978 170.0 880 73.3 978 170.0 680 .i LI1 1TOA 747 170.0 563 170.0 898 170.0 831 150.7 927 170.Q 864 131.9 927 168.5 708 117.2 927 159.1 699 105.5 927 166.3 698 87.9 927 156.3 695 75.4 927 156.3 895 65.9 927 158.3 695 15 (nFA 170.0 797 170.0 812 154.5 069 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 12&8 652 LLI 0� 60 in 143.2 746 153.8 634 119.4 746 132.3 620 102.3 748 117.8 808 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 06.6 587 59.7 748 93.3 583 51.2 746 93.3 583 44.6 746 93.3 583 63 h 123.7 877 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91.4 548 68.7 677 85.2 539 81.9 877 61.0 534 51.6 877 77.0 529 44.2 677 76.7 529 38.7 077 78.7 529 UJ J 66 h 107.6 817 111.1 530 89.7 817 97.8 S19 76.9 817 8&3 509 67.3 617 78.3 500 59.8 817 72.6 494 63.8 817 66.7 489 44.6 617 64.4 483 38.4 617 63.7 482 33.6 617 63.7 482 (L 72 In 82.9 518 87.1 450 69.1 618 74.2 440 59.2 b18 65.2 432 51.8 516 58.8 125 46.1 Sib 54.2 419 41.4 518 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 Z 78 h 70.5 465 73.7 408 5&7 4ti5 82.6 398 60.3 463 51.9 390 44.1 465 49.4 384 38.2 485 45.3 378 35.2 465 42.2 374 29.4 465 36.3 387 25.2 485 36.5 384 22.0 485 36.2 383 J n� 76 In 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 386 36.2 441 41.6 380 32.6 441 38.7 356 21.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345 0•• �° �•• •• • 90 h 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 28.5 332 28.8 280 23.8 332 20.1 278 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18.7 260 (� • 98 in 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 281 23,5 246 19.4 291 21.3 244 17.5 291 19.5 211 14.6 201 17.1 236 12.5 291 15.6 232 ' • ...... a 108 h 24.8 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 196 '•'• • Z m Q �O• • • _ • y1 111h 22.6 218 23.1 197 1&9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 •••• �i p • 120 in 17.9 187 18.2 170 14.9 187 15.3 167 L •••••• • • • ' s •• •• rot) •Y•••• N • • •moi •Z 0 yo • • y:# TALE 9B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: •"• �� VVI Anchor Ca achy Table(lba) ANCHOR CAP. Substrate 2.7k Concrete 3.5k Cane. Hollow CMU Frilled CMU PT Wood Metal (DP.)X `"°""°")=ANCHOR CAP.. 5116•Elco 1/4"SS Elco 5x16'Eko 114'SS Elea #10 Steel #12 Steel #12 Steel MULLION CAP.,,,,,,,,,,,F Anchor Type: 3N8'Elco Utlracon 114"Elco Ultracon Ultracon 3118'Elea URracon 1t4•Elco Ultracon AggreGator Uliracon AggreGator Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Edge Distance(lin) 1" 2-tf2' 1' z-172" 3 tf8'P270;bs 2-v2" t• 2.1/Y 2" 3 118• z• 0.46' 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(!211-374' 1-3/4• 1-314' 1,3/4• 2" 1-1/4" 1-114" 1-114" 1-1/4' 1-114" 2' 13&8` 13/8' series ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor$@ 4.75"Min.O.C./Standard or Offset Clip(Fig.1). 39D lbs 390 lba 450 lbs 890 lbs 16441) 280 los 354 lbs 740 Ibs 374 lbs 664 Ibs 9481bs 341 lbs 4421560las OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors @ 1.15•Min_O.C.1 Standard(or Offset)Clip(Fig.2): 480 lbs 700 ibs WA WA NIA380 bs WA N/A WA WA WA 662 lba 685lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctora 3•MM.O.C./(2)2x5 Angle Clips!(Fig.3): 780Ibs 7801bs 860 tba 15601bs 1898la5601bs WA 7801.s 7481bs 8801bs 1892 Ib$ 882 lbs 8851bs 1120 ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors 00.54'Min.O.C./U-0Ilp,Into.100'Alum.(Fig.4): WA WA WA WA NIA WA WA NIA WA WA WA WA WA 950 b$ CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor!Flip(Fig.5) 195 b$ 1951bs 2251.$ MS lbs 822 Ib140Ibs 177 Ibs 370 ibs 18714731x$ 17o tbs 221 Iba 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15'Min.O.0 i F-alp(Fig.6): 240 lbs 350 lbs WA WA NIA190 tbs WA N/A WA WA WA 341 ba 442 lbs 560 las ANCHOR CAPACITY TABLE. PRocluc'r REVISED as complying with line Fltxidu Builduig Code *_ozla' FIGURE 1: FIGURE 2: TABLE NOTES: 1.250• Acceptance at Rarpilation 17ate �jtJ'Z t • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dade Froduct � lilf 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \`�� { 1.YIN,1 1 FIGURE 3: 3.250" �/1� i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `� r♦ BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r,.; No. 5870 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE . 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1,25"X 3.25"X.100" ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.b(NN MILLP�2,P.E. FL P.E.#58705 i TABLE 10A ® s Mullion Capacity Table(1b*Re) Opening Width(forverticaVl"penringmuRiots)oropeningHeight(torhofizodatyspenningmtlliotu) U. a 5g 60 in 70 in 80 In 90 kr 100 in 120 in 140 in 160 in O aplr' 9 +n9 apfT n9• otguTrap/T69119. 9u rWT 9 a^9 p/T ian9• C IL� w 12b x 32b Rectangular Traplrriang. Rectangular Trap/rriang. Rectangular Trapfrriang Rectangular Treplrriang. Ranangular Tr nen . Rectangular Tr ria Rect lar Rectangular T min . Rectangular Tra r Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading loading loading Loading Loaning U x.024 Alum.Tube .. �.. � � 8 ter .. .. ._ .. • • w ■ s w ■ w�w ■ ■� Mullion g a" .R • w w w ■ w w ■ .a r� ■ w • ■� w w w� w www �� $ • �" e� i wg ■5 i� $G: Q E vv .c • to �y7 = GG t! G S O O G O ..."� o •L G L C 0 "o{ i '� u Q Y P u Q rlI{�K 'ry�/�/� l Y Q o V i� U a 3� L O' y t=f v {ti u Y j " " ` � Y V w ' O f zA -5 � as ao•c � � adY Gas � � fide a a� Gas X43 �& � adti � � �� a� � � ate _ as has � � anti 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 $06 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 19@3 170.0 521 W 481n 170.0 708 170.0 524 170.0 850 170.0 581 170.0 992 170.0 630 770.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 no 170.0 1700 17001 680 169.7 1979 110 0 680 148.6 1979 170.0 680 c 0 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 123 170,0 1345 170.0 747 170.0 td94 170.0 756 770.0 1793 170.0 756 152.5 1877 170.0 766 133.5 1817 170.0 156 W C) p O 54 in 170.0 797 170.0 612 170.0 956 '170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 831 170.0 1594 '170.0 855 156.4 1759 170.0 861 131.1 1759 1]0.0 861 117.3 1759 170.0 861 V 601n 170.0 865 170.0 701 170.0 1063 170.0 197 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 146.0 1511 170.0 1033 120.8 is I1 170.0 1063 103.6 1511 170 0 1063 90.6 1511 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1310 164.0 1082 7D4.4 1370 155.9 1072 89.5 1370 155.3 1070 78.3 1370 165.3 1070 d 661n 170.0 974 170.4 189 170.0 1169 170.0 903 155.6 1248 170.0 1002 136 2 1246 158.6 1013 121.'1 f248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.S 1248 129.0 976 68.1 1248 129.0 975 Z Ott z �t C Y NLU " J 72 in 167.8 1019 170.0 87@ 139.9 1049 150.2 892 179.9 1049 132.1 H75 t04.9 1044 119.1 860 93.2 1049 109.7 848 93.9 1049 102.7 638 69.9 1049 94.3 826 59.9 1049 91.2 520 52.4 1049 91.1 820 3 • 76 in 142.7 941 149.1 822 118.9 941 126.8 505 101.9 941 111.2 791 09.2 941 100.0 777 79.3 9di 91.7 766 7'1.4 945 85.5 751 59.5 941 77.6. 741 51.0 941 74.0 737 44.6 941 73.3 736 • • J•«� Q• • V- 0 v ZP 76 in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102.4 753 82.5 894 91.9 740 73.3 894 8d.1 730 66.0 894 78.3 721 65.0 894 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 *.so • e-+ •00.00 2• 90 in 85.9 b71 88.7 596 7i.8 671 74.9 585 61.d 671 65.3 576 53.7 671 58.2 666 47.7 671 52.9 668 43.0 671 48.6 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 31.9 52b • �-- •*0000 < •��y ,Z sty 96 in 70.0 590 72.8 527 59.0 590 61.4 518 60.6 590 53.4 509 44.3 590 47.6 502 39.3 690 43.0 494 35.4 590 39.6 488 29.5 590 34.7 477 25.3 590 31.6 469 221 590 29.8 464 0••• u7 c air 108 In 49.7 466 50.8 421 41.4 466 42 8 414 35.6 466 37.7 408 Sial 466 32.9 402 27.6 466 29.7 396 NA 466 27.1 391 20.7 466 23.5 382 17.8 466 21.2 375 15.5 466 19.6 370 06060's N •" o a•• �+ else 111 in 45.8 441 46.1 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22.9 44i 24.4 372 19.1 441 21.5 363 16.d 441 19.3 356 14.3 441 17.8 351 •••••• • • • • 120 in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26.8 334 22.7 378 23.7 329 20.1 376 21.3 325 18.1 778 19.5 321 15.1 378 16.7 314 •• '' •to ' ...... U Q 144 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 • • • Q • • • ' a • ••Z 1n • a do � • : ANCHOR CAPACITY ADJUSTMENT FORMULA: ••• • . ; 3 ; • TABLE 108 AnchorCapadty Table fibs) ANCHOR CAP.,, .,,",E I= o d3• o rx =ANCHORCAP.�, Substrate 2.7kConcrete 3.5kConc. NanowCMU F01edCMU PT wood metal (DP..)X( > 51tG'Elco v4'SS Elco 5H5'Eieo 1/4"SS eco #10Sted #12 steel #12 steel MULLION CAP.„■,,,,,,,t Mawr Type: 3116"Elco u8racan 14"EkoUBracon u8racon 3116'Elco UBracm 1/4"EkoUBracon AggreGator Upracon AggreGalor Screw(G6) Screw(G5) screw icy? USE THIS FORMULA TO OBTAIN THE"AN CHOR AnchorCtlp Patterns Edge gstarce pin) t• 2-112" 1• 2-12' 3•1I8• 1• 2-v2 t" 2-t/2• 2< 3118• 2" 0.48' 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING T O AN Emtne>inent n 1314" 1314" 314' 1314" 2" t-v4• 1-114- I 1-114• 1-v4• 1-14• 1414• 2 1-318• 1318' varles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.79'MIn O.C.1 Standard or 08set Cop{Rg.11 300 Ws 39D lbs 450 lbs 890 Dar 1644 Ibs 270 Ws 280 wa 354 tDs 740lbs 374 8n 664 Ws 9d6 Ws 341 ibs 442Rig560 ids OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers(�1.75•MIR O.0 !Standard{a Ohlsel}C8p(RR 2} 400 Ws 700 Ws NIA WA NIA NIA 380 lbs N/A WA NIA WA WA 6821bs H65 0r6 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 3 Mtn. /(�2x5 Angle Caps!(RR 3x 780 819 780 to 680 lbs 1560 ms 1006Ibs 540 Ws 560 Its N/A M Ibs 748 MS SIX)Ihs 10921bs 682 Ws 885Ibs 1120 ros MULLION.IT W ILL YIELD A MINIMUM ANCHOR 3Ancho nchm 4'MIn.O.C.l O.C..1(2)ZtS Angle .(Fg.31 MIA WA NIA WA N/A N/A WA NIA WA NIA WA WA NIA WA 960 CAPACITY WHICH MAY BE USED TO QUALIFY 7 Anctort FCBp(FIR 5) 196 Ws 195 lbs 225 lbs 445 Itis 822 lbs 135 Ws 140 Bis 177 Ws 3701b6 787 IDS 032Ibs 473 lbs 170 ft 221 lbs 280 its ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.15 Min,O.CJ F-Cdp(RR 6T 2d0 Sts 350 Ibs NIA WA NIA N!A 190 lbs N/A WA N/A WA WA 341 I)s 442 Its 560 8>s ANCHOR CAPACITY TABLE. �F fNJUCT REVISED ss complying with the Fiorids Building Code `/ Acceptance No +�O FIGURE 1: FIGURE 2: TABLE NOTES: 1.250" Fx iration �Pf, 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By Mi Miam'Del ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��l t 1 1 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\�QC'�..YNr , FIGURE 3: \ ,.. \NC�Ns� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" r, SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Pio } 105 CLIP MUST - BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND t, SHALL CONFORM TO ASTM C-90.WOOD SHALL U l.(f" FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU) 624" ;'��. '. � I i• </,� FIGURE 4: FIGURE 5: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -� �`� ' •.1'L UR1�3r:• ,(�;�;� • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL • + ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25"X.624" ail,1(- 1•�,� �` MULLION A.LYNNItVM 5870 P.E. #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL REM 58705 • TABLE 11A ® # Mullion Capacity Table pbsltt=) Opening Width(for verticaty-spanning mullions)oropening Height(for horizonte"penrling indlions) x 50 in 60 in 70 in Be in 90 in 100 in 120 in 140 in 160 in C3 p C3 1 20 x 384 Rectangular Trap?riang. Reclongular Trap/rriang. RectengUer TraWdsN. Rectangular TrapRrieng. Rectangular Trap/Uiang. Rectangular Trap/rriang. Rectangular TreplTdang. Redengular Trapffdartg. Rectangular Tropffri•ng. 4 o~C Loading Loading Loading Loading Loading Loading Loadng Loafingdin Loa&g Loading Loading Loading Loafing Loading Leading Loading Loafing Loading SX U x.524 ii Alum.Tube .. 1 .. 5 8 ' .. 8 •5 25- 5 .f.. ., .. 11 .. .. .� to Mullion •� 'el a $ n•' a • "a n a w s w • 22 + ■ w r w « w w w r ■ w w w w�. ■ w « r w ,� i w s w w ■g w ti 7 c i s w w s a w ii w g c g c i w a w N U twj y V U v U U U U U U v U U E U U v U V U U U U v U U v U U v U U v U U E U U v U U o U U U U p $Z c $. 2'g $. c g $._ c c, co e h-^ `o t c�^ 8.2's o J�$ .cg' 3 r c Ln iD �a Is �o' € o'c _ _ mra 42in 170.0 620 V0.01 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 1170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.01 1963 170.0 521 O ill 48 in 170.0 706 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 660 176.0 1983 170.0 660 110.0 2267 170.0 680 J = 50.625 in V0.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 o o 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170A 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 470.0 861 160.2 2403 170.0 661 co O O 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 f591 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 140.3 2163 170.0 1063 129.8 2163 170.0 1063 H V (0 J 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 t01S 170.0 1573 170.0 1076 170.0 1859 170.0 1122 156.9 2060 {70.0 1164 134.5 2060 170.0 1171 117.7 2060 170.0 1171 2 OW.. 66 in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 1J0.0 1753 170.0 1155 170.0 1946 170.0 1210 143.0 1966 170.0 1276 122.6 1966 170.0 1286 107.2 1966 170.0 1266 z U) 6 m T2in 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 Bb.7 1731 150.2 1352 J LL) o J6 in 170.0 1122 170.0 937 170.0 1316 170.0 ION 168.5 1656 170.0 1209 t47.4 1556 165.2 1265 131.1 1556 161.5 1266 117.9 1556 141.3 1251 98.] 1556 128.3 1229 842 1556 122.3 1219 73.7 1556 121.2 1216 ••� CA L° o Z 78in 170.0 1151 170.0 967 170.0 1381 IMO 1116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 1471 139.1 1206 109.1 1477 129.5 1191 90.9 1177 116.9 1169 77.4 1477 110.8 1150 68.2 1477 109.3 1154 ••. Q• • 90 in 112.0 1110 116.5 986 116.4 11 f0 123.9 968 101.5 1110 107.9 9S1 88.8 1110 96.3 936 76.9 1110 87.5 922 71.0 1110 60.7 910 59.2 1110 71.3 891 60.7 1110 65.6 870 44A 1110 62.7 870 •• • • CNS'1 •Q � p 1111•• Q•• •z jz! 96 in 117.0 975 120.3 072 97.6 975 101.5 866 83.6 975 68.3 842 73.2 97S 78.5 629 65.0 975 71.2 817 68 5 975 65.4 807 48.8 975 57.4 789 41.8 975 62.3 776 366 976 49.3 767 02 1111•• • login 02.2 771 84.0 696 66.5 771 70.7 685 S8.7 771 61.3 674 61.4 771 54.3 664 45.7 771 49.0 655 41.1 of 44.9 647 34.3 771 38.9 632 29.4 771 35.0 621 26.7 771 32A 612 •••• o S • • 111 in 75.7 730 77.3 661 63.1 730 65.0 650 64.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 3{.9 589 23.7 730 29.5 681 •••• W •C9 • •• 120 in 59.9 624 61.0 569 49.9 621 611 560 42.8 624 44.3 652 37.5 624 39.2 644 33.3 624 35.3 537 30.0 624 32.2 531 26.0 624 27.7 619 21.4 624 24.6 509 18.7 624 22.5 581 •••••• U) a�L • • I :Q. • ? 144 in 34.7 433 35.1 400 28.9 433 29.4 395 24.0 433 25.4 390 2f.7 433 22.4 385 19.3 433 20.0 391 17.3 433 18 2 376 1111•• Q 04 O • • • z �(a • • • • m 50 TABLE 11B __ ANCHOR CAPACITY ADJUSTMENT FORMULA: .•. v m�C AncharCapac(ty Table(Ibs) ANCHOR CAP.,,,o,,,,,� •• • • � ' Ubser2.7k Concrete 3.511 Conc. Hatrow CMU FlYed CMU PT wood Metal {DPS,)X(MULLION CAP. )'ANCHOR CAP... 5176'Elco 1141 SS Eko 5f16'Elco 114'SS Elco #10 Steel #12 Steel #12 Steel AnchorCllp Patteme . An3111•Elco Wracon 114•Elco Ultracon Ultracon 3f1G Elco UGraem 14'Ekoutbacon AggreGalor Usracen AggreGator Screw(G5) Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E Ots1' 2412' 1. 2-12" 3118" 1" 2-v2' 1" 2412' 2' 3.118' r 0.41• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emt>e1314" 1014• 114" 1.Vd• 2• 1-v4• 1-141 1-v4" 1-114• 1-14' 1-14' 2' 1-38' 13f81 varles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 4.761 Mtn O.C.I Standard or Ossel Cllp(Flg.4 390Ibs 390 tbs 450 bs 800 roe 1644 IDS 270164 2605 bs 354 lbs 740lbs 374 lbs 614 Ibs 946 Ms 341 lbs 442 106 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Min G.C.r slanaard(or offset)Clip(Rq 21 480 bs 700 gas NIA WA NIA NIA 38o tbs NIA WA NIA WA WA 682 bs 665105 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3'Min.O.C.1(2)2x5 Angie C"/(Fla 3X 780 bs 780 b5 680 bs 15W ft ION bs 540bs 560 bs NIA 760 lbs 748 bs ago lbs 1892 fbs 662 bs 885 lbs 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancrlors @ 0.541 Min.O.C.I U-01p,Into_1DO'Alum.(Fig.41 N/A WA NIA WA NIA NIA WA N/A WA NIA WA WA NIA WA 1267 bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ant r"I F4;hp(Fla 4 195 bs 195 lbs 225 bs 445lbs 822 lbs 135lbs 140 bs ITT bs 370 lbs 187 bs 332 bs 473101 170Ibs 221 ifs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.15'MIR O.CJ F4 lip(Fig 6XI 240 bs 35D bs NIA WA NIA N/A 190106 NIA WA NIA WA WA 341 bs 442 b6 560 lbs ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with dw F'lotfft 13uildingCode V&.0zS.c 1.250" Acceptance No FIGURE 1: FIGURE 2: 8 TABLE NOTES: Cxpir 'on Date Qat) • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mian Dade Product .tlilll11/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: LNS c, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94" ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'Jo• 5f�7Q5 „ a BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND jj GROUT-FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90.WOOD SHALL )_ • L V0 W.:7 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624• • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'Cti ' .,/C t�I�ti�F• ' ��,�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i �C)IJAX • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 3.94'X.624' A. LYNN'MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A • n ^ R Mullion Capacity Table Ibslttz P tri R 4� Opening Width(for vertically-sparlrlirlg millions)or Opening Height(tor horizontally-sparring millions) 501n 80 h TO in 80 h 801n 100 h 120 In 140 h 160 in In" ORectangular 1YeprTdang. Rectenguter TrepliHeng. Rectangular TraplTdang. Rectangular TraplTdang. Rectangular Traprniang. Rectangular Thj"sng. Rectangular Tr��. Rec�ta�ar TraprTdeng Rectengulx TraplTdang. w Loading LoadingLoading Loading Loading Loading Loading Loading Lowing Load ng oaring Loafing loading Loading 2 x 4 x.28 Loading Loading o V Alum.Tube Mullion .2 8.2 ZI LU cc rr � � � $a �� n: �� rr �r✓ �G rr �G � a � Z H 42 h 170.0 820 570.0 435 170.0 744 170.0 478 570.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 3738 170,0 521 170.0 1983 170.0 521 0 LLI 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 `1133 170.0 661 170.0 1275 '170.0 1377 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 880 J = 50.825 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 664 170.0 1595 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 {70.0 21192 170.0 768 170.0 2391 170.0 758 A U3 54 in 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 754 170.0 1276 170.0 SW 170.0 1434 170.0 837 570.0 1694 170.0 858 170.0 1913 170.0 881 170.0 2231 170,0 861 170.0 2650 170.0 881 m 801n 170.0 885 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170,0 1417 170.0 944 170.0 1594 170.0 896 170.0 1771 170.0 1033 1170.0 2125 170.0 1063 170.0 2478 170.0 1063 160.8 2680 170,0 1063 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 17°.0 940 170.0 1488 170.0 1015 170.0 1873 {70.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 1171 { 66 in 170.0 974 170.0 789 17°.0 1189 170,0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 {753 170,0 1155 170.0 1940 170.0 1210 170.0 2338 170.0 1275 161.9 2437 170.0 1286 132.9 2437 170.0 1288 Z fA m 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 i{28 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.8 2184 170.0 1488 124.8 2184 170.0 1629 108.2 2184 170.0 1530 LU g" E 837 170.0 3346 170,0 1080 170.0 1870 170,0 1208 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.8. 1960 170.0 1605 123.6 1980 165.8 1548 106.1 1960 154.0 1535 92 9 1980 152.7 1531 •W c Z 76 n 170.0 1122 '170.0 0 `9 701n 170.0 1131 170.0 967 170.0 1381 170.0 1116 170.0 1611 170,0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1881 163.1 1500 114.5 1881 147.3 1473 98.2 1861 139.8 f76232 1881 137.6 1454 •• •• • t- •ice • 901n 170.0 1328 170.0 1144 149.1 1398 156,0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.8 1147 74.5 1398 89.8 1122 83,9 1398 827 1398 78.9 5096 •• • z •J a� co Q •T•• 98 h 547.4 1229JIF82.9 122.9 1229 127.6 1079 105.3 1229 111.2 5061 92. 1229 98.9 1044 81.9 1229 09.6 1029 73.7 1229 62.4 1018 61.4 1229 72.2 993 52.7 1229 65.9 1229 62.1 967 •••i•• N • m � 1081n 103.5 971 88.3 971 89.0 862 74.0 871 77.2 849 64.7 971 68A 837 57.5 971 61.5 $26 51.8 971 56.5 816 43.1 971 Ld 49.0 798 57.0 973 44.0 971 40.8 771 �� o 0 • • • 111]In95.4 9199.6 919 81.9 819 60.1 919 70.9 806 69. 919 82.9 794 53.0 919 56.7 704 47.7 919 51.6 )l4 39.7 919 44.8 758 34.1919 40.2 919 37.1 73212075.$ 786 788 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 43.9 788 44.4 677 37.7 786 40.5 668 31.5 788 34.9 653 27.0 708 31.0 786 28.4 631 •' '• 31. 14443.7 648 36.4 546 37.0 490 31.2 546 31.9 491 27.3 546 28.2 485 24.3 546 26.3 479 21.0 546 22.9 474 582 548 18.5 484 15.6 688 17.2 348 16.5 448 �� Q� ry Q O� • • • Z (/) TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: mp AnchorCapacity Table.(Iba) ANCHOR CAP. __ Substrate 27k Concrete 3 5k Cax. DP `"°"""c ANCHOR CAP.,,p, ••' i 1-a • o Hollow CMU Filled CMU PT Wood Metal ( "`°)X 1 MILLION CAP. tro"nuu 5+16'Elco 114"SS Elco 5+16"Eko 114"SS Elto 1110 Steri M/2 Steel 872 Steel •• Anctior Type: 311x•Elco Ultracon 14'EkoUnracon Macon 3116'Elco Mac on 14•Et AggreGator Unracon AggreGalor screw(G5) screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCiip Pattern• CAPACITY REQUIRED"CORRESPONDING TO AN Edge()(stance pnX 7• 2-1r 1" 2-ur 3.1/8' r 2-1r r 2-1r 2 3.118' r °•�� ° ° � ACTUAL PRESSURE REQUIREMENT FOR THE Embedment pn 5354• 1314• 1314' 1314' 2' 1-114' 1414' 14/4• 1-114° 1-114' 1-154• r 1 18' 1318' varies OPENING,WHEN IT IS LOWER THAN THE MULLION Ws 2 Anchors @ 4.75'Min.O.C.1 Slarldard or011sel Clip(F4 1ti2X 390 bs 3901106 450 lbs 890 lbs 1644 lbs 270 lbs 2601156 064 los 740lbs 374 bs 664 lbs 646 ws 341 Ibs 442 to 12 W CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®2.68•MIn.O.C.I Slandard(or Ousel)CYp(Flg.3X 740 lbs 740 i o 630 abs 1405 RA 1424 lbs NIA 560 to N/A 695166 NIA 8B0 Ib6 WA 662 bs BBs ba 172°l!'a MULLION. IT WILL YIELD A MINIMUM ANCHOR 6 Anchors(�1.77'Min O.0 f 3tanoanl(ar OttseQCBp(Fig.4X 086 bs 090 756 lbs 19461156 NIA N/A 7051116 NIA 7991158 NIA wA wA 10221156 1327105 1680 k6 CAPACITY WHICH MAY BE USED TO QUALIFY d Anchm®T Min.O.C.1(2)2x5 Angle CUPS t(Fig.5X 780 lbs 7 690 bs 1560 lbs 18M Ibs obs 560 ros NiA 760 lbs 748 tbs 880 Ib6 1892 lbs 652 lbs 685It>s 372° ADDITIONAL ANCHOR OPTIONS FROM THE 6Anchors 3"Min.O.C./(2)26 Angle Clips I Fig;% 11701bs `1170 ft 1020 ibs 23401136 2844 bs 61 840 3156 NIA 1140 lbs 1122 bs 1320 lbs 2038 bs 1022Ibs 1327 lbs 1680 rig ANCHOR CAPACITY TABLE. 073 3Anchors®1.34'Min.O.C.i to-op,Wo.125"Alum.(Flg 7X NIA NIA NIA WA It/A N/A WA NiA WA NIA WA WA WA WA 1Z PRODUCT REVISED 6 Anchors®0.6411411n.O.C.1 U-Glp,Into.129'Ahura.(Fly 8X N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 21 as complying with 4W Flu idia 2Anchors®268"Mlrn O.C!F-CUP(Fig.9X 370 bs 370 V46 3151156 743 lbs 712 lbs NIA 280 ft NIA 3481156 NIA 440106 WA 341 lbs 4421156 5601150 Builduig Code ,rP-0Z`6'� 3Anclors®1.71'Mil.O.C./F-OO(Fig.10X 4431bs 5251155 3791156 --A N/A NIA 3531bs NIA 3991156 NIA wA WA 511 bs 6641156 8401156 AcceptExpiraartcc No o ��' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Earpimli Date �>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Miam Dodo Product Cca • • • • • • • TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \ti�� \nr�1; GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WiDTHS IS ALLOWABLE. 4.060- - „ ; Idc, ;; 70,7 l • • • • 250" -- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE (�i' �'I - • • LOCATIONS. ( -i E cj1 "ice ' ci GR1U i,, FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ILLED CONCRETE BLOCK UNIT • • • • • • (FIGURES 586} (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 2"X 4"X.25"MULLION ��/s'}iUf�15��:,`Ic- MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THiCK 18 / JNO ' • • • IN PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LY f�OVIL ER,P.E. • • • • • THREADS BEYOND THE MATERIAL.#10 8r#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A Mullion Capstalty Table I n! ® # Opening Width(for vertica*spwv ing mullions)or Opening Height(for h0ri20nta*t-sparv1in9 mtl6ons) � G! 50 in 60 In 70 In 80 in 00 to 100 in 1201n 1401n 1801n 0 Rectangular Tralv7dang. Rectangular TrepRdang. Rectangular TraVMeng. Rectangular TrapJTdang. Rectangular Treprrriang. Reotangder Trapridang. Rectangular Trap/Tdeng. Rectangular TrepJTdenp. Rectangular TraplTdang. r..: Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 1114 0: 2x6x.25 v Alum.Tube 2 z �_ z, .. a� f f� a.. � �.. a� .. 'NO LL Mullion i; S " _ 3 3 v v r3 o c3 v 113 u c`3 c c r3 r'3 c9_ 3 c c'3 c�n c3 c')a v G N o �► s� s` o o� �� >_ a� a �+ °� � � �� _ ' to = m w Q � g g a� �a� �G d` ac Z rnof Z� tYG QR �2. o: p 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 082 170.0 519 170.0 111118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 174.0 1983 170.0 521 J W ,J W 48 h 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 634 110.0 1133 170.0 881 170.0 1275 570.0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1083 170.0 860 170.4 ?287 170.0 880 _ 50.825 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170,0 1793 570.0 756 170.0 2002 170.0 756 170.0 2391 170.0 758 W � o 541n 170.0 797 174.0 8S2 170.0 958 570.0 891 170.0 1118 170.0 754 170.0 1215 170.0 803 170.0 1434 170.0 837 170.0 1594 570.0 856 170.0 1913 170.0 861 170.0 2231 174.0 881 170.0 2550 170.0 8611 ca W Op F- 601n 170.0 685 174.0 701 170.0 1063 170.0 797 570.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 998 170.0 1771 170.0 5033 170.0 2125 170.0 1083 170.0 2479 170.0 1043 170.0 2833 170.0 5063 cep J 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 570.0 5076 170.0 1859 170.0 1122 570.0 2231 170.0 1189 170.0 2603 170.0 1171 170.0 2975 110.0 1171 66 In 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z V)g m 721n 170.0 1083 170.0 818 170.0 1275 170.0 SOQ9 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 174.0 1530 U E c W J 0.0 1060 170.0 5570 570.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 170.0 3540 170.0 1694 170.0 3589 174.0 1705 = ' o Z 76 in 170.0 1122 170.0 937 570.0 1346 1T • • Q • • • •• • • • • 78 in 170.0 1151 170.0 987 170.0 1361 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1798 • 90 In 170.0 1328 170.0 1144 170.0 1594 ilO.Q 1328 170.0 1859 170.0 1498 170,0 2525 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 31M 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 ••• •• Q •� •z � •` i• 981n 570.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 11622 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 580.0 3199 170.0 2338 137.1 3199 168.8 2470 120.0 3199 158.1 2428 • 0009 a 1081n 1170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1670 170.4 26M 170.0 2076 164.6 2785 570.0 2271 146.3 278`1 161.0 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 516.0 2190 •0•••• W 111 in 170.0 1836 170.0 1454 170.0 1988 170.0 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2149 151.8 2532 162.3 2245 136.6 2632 148.4 2218 113.8 2632 128.4 2586 07.6 2832 115.1 2128 85.4 2832 108.3 2098 •••••• • •N • • • • to 1201n 170.0 1771 170.0 1588 170.0 2125 170.0 5859 154.4 2252 159.9 1991 135.1 2252 141.4 1984 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1838 87.8 2252 81.4 1648 •• •• )- • • • � 1441n 125.1 1584 128.8 1445 104.3 1584 106.1 1425 89.4 1584 91.5 1407 78.2 1564 80.7 1390 80.5 1584 72.3 5373 62.6 1564 65.7 1358 52.1 1564 58.0 1330 44.7 1584 49.2 5305 39.1 1564 44.4 1283 . . • a, ko „ (110000 • TABLE 136 - ANCHOR CAPACITY ADJUSTMENT FORMULA: - AnchorCa acl Table Ibe ANCHOR CAP._." •"• � �'•�. & �� • Substrate. 2Jk Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal (DP_)X� ) =ANCHOR CAP.,„, Anchor Type: 3/16"Elco Ultracon 114"Elco Ultracon 5lAtr Elco 3116"Elco lNUacon 114'Elco Ultracon 1/4"SS Elco 5/18"Elco 114`SS Elco 1110 Steel #12 Steel fr12 Steel `MULLION CAP.,,,,,a F Anchor Clip Pattema ulUecar AggreGator UKrscan AggreGalor screw(05) screw(45) screw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distance(in): 1- 2.117 r 2-112" 3-116` I" 2-117 r 2.1/1 2' Sala" 2" 0.46• 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(kir 1-314' 1-3/4" 1-314' 1-314' r 1-114" 1-1114" 1-1/4" 5.114" t-1/4' 1.1/4" 2" 5318" 1.318" aeries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 4.15"MM.O.C./Standard or Offset Clip(Fig.162): 390 lbs 390 lbs 450 lbs 890 9rs 1644 Ibs 270 lbs 280 lbs 354 Fos 740 ft 374 lbs 684 lbs Sae Ibs 341 lbs 4421bs 580 Ibs OPENING,WHEN 1T IS LOWER THAN THE MULLION 4 Anchors 4.68"Min.O.C./Standard(or Oftet)Clip(Fig.3): 780 Ms 780 lbs 900 lbs 1760 ft 32321bs 540 lbs 560 lbs 708 IDs 1480 The 748 lbs 1272 lbs 1892 lbs 682 ibs 885 The 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Andras 1.719Mh.O.C./Standard(or offset)Clip(Fig.4) 1130 lbs 1400 lbs 1010 lbs 2595 lbs WA WA 940 lbs WA 1065 lbs WA WA WA 5363Ibs 1770 lbs 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors Q 3"Min.O.C.1(2)2x5 Angie CBps/(Fig.5}: 780 Iba 1801bs 660 lbs 1560 lbs 1896 ft 540 IDs 580 lbs WA 760 lbs 748 The 8801bs 1892 lbs 682 lbs 885 lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors a�3'Mia O.C.1(2)2x5 Angle Clips/(Fig.6r 1560 lbs 1560 lbs 13601bs 3120 lbs 3702 lbs 1080 lbs 1120 Ibs WA 1520 lbs 1496 IDs 1760 lbs 3784 lbs 1363 lbs 1770 lbs 2240 tba ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors Q 1.5"Min.O.C./(2)2x5 Angle Clips/(Fig.7): 16W lbs 2100 lbs 1440 pas 3780 lbs WA NIA 1320 1b3 WA ISM lbs WA WA WA 2045 lbs 26541bs 3360 lbs ANCHOR CAPACITY TABLE. PRooUc•r REv►SBD 4 Anchors @ 5.34"Mir.O.C.1 U-Clip,into.125"Alum.(Fig.8). WA WA WA WA WA N/A WA WA WA WA N/A WA WA NIA 1430 lbs as cemplyiaa with tho Fldridll 8 Anchors Q 0.64'Min.O.C./U-Clip,into.125"Alum.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 2861 lbs l--2,000"___4 Builduig Code 2 Anchors @ 4.68"Min.O.CJ F CGp(Fig.10): 390lbs 390 lbs 450 lbs 890 lbs 1618 lbs 270 lbs 280 lbs 354 Ibs 740 lbs 374 The 636 The 946 lbs 341 lbs 442 lbs 560 lbs Acceptance No '3 4 Anchors Q 1.71"Min.O.CJ F-Clip(Fig.Sty 3901Da 7041bS 5051bs 1298 lbs WA WA 4701be WA 533 lbs WA WA WA 682 W 885 lbs 1120 Ica _250. S 1118111 mate �Z) NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Miami Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON t t I t I 1 i 1 • • • • • • • • •' • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS (dc�. 5870`+ ` • Lo-1--LA • • •• • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ - R 6; FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C6 CY ��// Ir1� FIGURE 5: FIGURE r "O s ANGLE 11 r • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED (CMU) , ,cam .,• ,r_l.o��c�?••' �, .� • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ,��(�; '••••••' MUST BE THICK.STEEL STUDS TO BEA MiNIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO I/!, . • • • • • • • • USED IN BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25" A.LYNN'OLL�R,P.E. PAIRS. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A j( Mullion Ca ac Table ibsfltt Opening Width(for vertically-sparring mullions)or Opening Height(for hodzortaAy-sparring millions) 501n 60 In 70 In 80 In 90 In 100 in 120 In 140 in 160 In L� O Reclargular TrapTrlang. RectangWar TraplTtiang. Rectengutaz TraplTrlang. ReetargWar Trap7Ttiang. Rectangular TrapTrhang. Rectangular TrapfMng. Rectangular TraprTriang. RectangWar TrepTrieng. Rectangular Trap/Triang- q a 1.28"x 2.11" Loading Loadng Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading oz U x.1126"Alum f f A um � � g �S egg LL Tube Mull 8g c' 1` Ssco ` 16 U) C v fly ,�qj Com,•� G 42 In 144.2 526 167.0 428 120.2 526 148 8 419 103.0 526 138.9 414 90.1 526 134.8 411 80.1 526 134.1 411 721 528 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 L71 J = 48 h 86 6 4W 10&0 333 80.5 403 94,7 325 69.0 403 86.4 320 60.4 403 81.4 317 53,7 403 79.1 316 48.3 403 78.6 314 40.3 403 78.8 314 34.5 403 78 8 314 30.2 400 78.6 314 � 50.625 in 82.3 362 91.0 301 68.6 362 79.3 294 56.8 362 71.8 269 51.5 362 67.2 286 45.7 362 64.6 284 41.2 382 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 382 63.5 283 £ 54 in 67.8 318 74.1 267 56.5 318 64.2 281 4&5 318 57.7 256 424 318 535 253 37.7 318 5Q8 250 33.9 $18 49.5 249 28.3 3118 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 caLLI M O C 601n 49.6 258 53.1 219 411.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 256 32.2 201 17.7 258 322 Z01 16.5 268 32.2 201 H V J J 83 in 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 2&0 184 17.8 234 28.6 183 15.3 234 26.5 183 13.4 234 28.5 183 CL 681n 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.8 213 25.1 170 1&6 213 23 7 169 15.5 213 22.2 187 13.3 213 220 186 11.8 213 22.0 186 z J$ V d' 721n 28.8 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 J s.� 76 in 24.3 161 25.4 140 20.3 161 21,6 137 17.4 181 19.0 135 1&2 161 17.0 133 • aZ • • Q • ••�• 78 to 225 162 23.6 133 18.8 162 19.9 131 16.1 152 17.5 128 •••• i •N Q 0 TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••;•• Q •• ' 2 • Anchor Capacity Table Obs) ANCHOR CAP. •••••• i- :i Sut�slrale 2.71t Concrete 3.SK Care. lioaow CMU Filled CMU PT Wood Mehl (DPuo)X C " "'�" }=ANCHOR CAP. •.•. . 8 O MULLION CAP.„•,,,t" 5/16•Eko 1/4'SS Eko 5116"Elco 114"SS Elco #10 Steel #12 Steel #12 Steel •••• Ltl•(11 •• Anchor Type 3(16'Eko UltrdtOn 114'Elco UNracon Uaraem 3116'Eko Ultwon 114"Eko uitracon Agg�tor Nlracon AggreGator Screw(G5) Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCilp Patt>ems CAPACITY REQUIRED"CORRESPONDING TO AN ••:••: to X . • £dgeDlstar>ce(inX 1" 2-trl 1" 2-1/T 3118' 1' 2-112' 1' 2-112' 2' 3118' 7 0.48' 0.54' 0.324' Embeaneni(inn) 1314' 1314" 1914" 1.314" 2' 1-1/4' 1414' 1-114' 1.114` 1-114' 1-114" 2 1-3x6' 1-w8' vanes ACTUAL PRESSURE REQUIREMENT FOR THE •• •• U• `� O. O 4 Antnocs®3"AUn O.C./(�2K5Argie Clips/(FI¢1) 7801bs 780 lbs 6NIbs 1560 bs 1896 int 540 ax 560 an WA 760 ars 748 IDs 880 lbs 1892 lbs 662Ibs 685 Its 1430 las OPENING,WHEN IT 1S LOWER THAN THE MULLION ;••;•; Q[L ,•' z CAPACITY(FROM THE TABLE)OF THE SELECTED • • • A MULLION.IT WILL YIELD A MINIMUM ANCHOR • • m m CAPACITY WHICH MAY BE USED TO QUALIFY ••.• : -.I g) ADDITIONAL ANCHOR OPTIONS FROM THE .. ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. [-1.266--1 l rRrA)UCT REVISCD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. as Complying with the Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Acceptance Code ept captartce No FIGURE 1: Expiration Dat fibZ I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • r♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade Product .125" �l! l11111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11"X.125'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#108.#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. cut Ol - A.LYP.E. FL P.E.#58705 In r\ A TABLE 15A : i Mullion Capacity Table(Ibst ) a! Opening Width(for vertcally-spanning mt,ilions)or Opening Height(for horizonta*sparlrting mullions) 5D in 60 In 70 In 80 h 90 In 100 In 1201n 140 h 180 h d 0 C ar Tro da Rectangular TtapfMang. Rectangular T�opMeng. Rectangular Trep pang. Rectangular TrapiTdang_ Rectangular Traptrdeng. e a w Rectangular TraPrtMang. Rectangular Tra"ang. Rectangular TrW111 ng. Rectengd Pn n9 Loading Loafing Loading lowing Loading ^p� v 3.26"30 Long Loafing Loading Loading Loading Lowing Loafing Loafing Loading Loafing Loafing Loafing Loafing LL DEG.AL _ z _ _ 2 BAY MU LL 3.. .. as .. 6 .. Ts.. " ., is " N CL 0.3 W J W 42 h 170.0 820 170.0 435 170.0 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 519 170.0 1116 170,0 521 170.0 1240 170,0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 149.5 1740 170.0 521 _ 48 h 170.0 708 170.0 524 170.0 850 170.0 684 570.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 860 152.2 1522 170.0 BBO 130.5 1622 170.0 680 114.2 1522 170.0 860 "3 a O 50.825 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 768 117.J 7443 170.0 758 102.8 1443 170.0 758 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 661 103.1 1353 170.0 661 90.2 1353 170.0 881 � Ce) J 60 h 570.0 685 17D.0 701 170.0 1083 170.0 797 167.0 1218 170.0 678 146.1 1218 170.0 944 129.9 1218 159.8 938 116.9 1218 152.1 924 97A 1216 146.1 913 53.5 1218 146.1 913 73.1 1216 148.1 913 (� J 63 h 570.0 930 170.0 745 170.0 1118 170.0 650 160.2 1150 168.8 @33 131.4 1160 153.0 914 t16.8 1150 141.9 898 105.1 1160 134.2 685 87.6 1150 126.7 871 75.1 1150 128.2 870 65.7 1160 126.2 870 Z g� m $ 66 h 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 148.6 684 114.3 1048 533.1 d652 101.6 1048 123.4 839 91.4 1046 116.6 830 76.2 1048 109.4 821 65.3 1046 108.2 618 57.1 1048 108.2 818 J $ W C 72h 140.8 880 147.9 764 117.4 880 126.0 748 100.6 860 110.8 734 68.0 660 100.078.2 860 92.0 712 70.4 880 86.2 703 50.7 880 79.2 693 50.3 860 78.5 688 44.0 880 76.4 688 'J o �Z • • • • • 76 h 119.7 790 125.1 690 99.8 780 108.4 878 85.5 790 93,3 683 74.6 7@0 83.8 66.5 790 76.9 643 59.8 790 71.7 635 49.8 790 85.1 824 42.8 790 6Z.1 619 37.4 7@0 61.5 61700 0 Ir 7 •781n 110.8 150 115.5 657 @2.3 760 98.1 6M 79.1 750 85.9 632 69.2 750 77.1 61.5 750 70.8 812 55.4 750 65.7 605 46.2 750 59.4 594 39.6 750 58.2 588 34.6 750 55.5 686 •••••• • • Q • • • Z 90 h 72.1 563 74A 500 60.1 503 62.9 491 51.5 583 54.8 483 45.1 583 R11.6 j3371 663 44.4 468 38.1 583 40.9 462 30.0 583 36.2 452 25.8 563 33.3 445 22.5 583 31.8 442 •••••• � W 88 h 59.4 495 81.1 443 49.5 495 61.5 435 42.4 495 44.6 427 37.1 495 495 36.1 415 29.7 495 33.2 409 24.6 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 •••••• •►Ii o• off• SOS In 41.7 391 42.6 353 34.8 391 35.9 348 20.8 391 35.1 342 26.1 391 391 24.9 333 20,9 391 22.6 328 17.4 391 19.7 321 14.0 391 17.6 31b • • Tit11in 36.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 370 22.8 318 19.2 370 20.9 312 16.0 370 18.1 305 •• •• p1201n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 317 17.9 273 """ U i'7 a O 1441n17.6 220 17.8 203 _ •• m '� TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••••: �+ � Anchor Ca a Itv Tablebs ANCHOR CAP. Substrate: 2.7k Concrete 3.511 Cone. HoNow CMU Pled CMU PT Wood Metal (DPS)X `P0 � Y'"01)=ANCHOR CAP., , 5116"Elco 114"SS Elco 5118'Elco 1/4'SS Elco N10 Steel ftt2 Steel fi12 Steel MULLION CAP.,�,,,,,,,E Anchor Type: 3116'Elco Ultracon 114'Elco Macon U1Uacon 3116'Elco Ultracon 114'Elco Uliracon 14"SS ator U 6'Elc Aggre(iator Screw(05) Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN Edge Distance(h): t' 2-112" 1' 2.12" 3.118" 1" 2-12' i" 2.12' 2" 3 718" 2' 0.48' 0.54" 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment pl. 1 314' 1-314" 1-314' 1.314" T 1.114' 1-114" 1-114 1-114" 1-114' 1-114' 2' 118" 1-318" .edea 2 Anctxxs 5"Min.O.C.!(2)2x5 Angie pips/(Fig.1): 390 bs 390 Ibs a50 lbs 890 Ibs 1700 lbs 270 lbs 280 lbs 354 lbs 740 be 374 lbs 720 lbs 946 bs 341 Ibs 442 The 560 lbs OPENING,WHEN 1T IS LOWER THAN THE MULLION 4 Anchors®3.5'Mn.O.C.1(2)2x5 Angle CaPs I(F1g.2): 780 bs 780 lbs 790 IDs t8701bs 25251bs 540 ros 560 lbs NIA 1120 The 748 The 8601ba 189z lbs 6621bs 865 I>x3 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 Anchors @ 2.71"Min.O.C.1(2)2x5 Angle Clips I(Fig.3): 1120 lbs 1120 lbs 936 lbs 2246 lbs 2254 lbs NIA 640 IE NIA 1059 lbs NUI 1320 ib NIA 1022 lbs 1327 Ibs 1880 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRMUCT REVISED as complying with the Flo"' FIGURE 1: TABLE NOTES: Building Code acaplance No WO-0218.03 e • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. piralton Date 10 v SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi Dade Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: .125" 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. 30, • e e FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL BE PRESSURE-TREATED _� ' G v YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" (Jfo • e e e THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30"BAY }� 1ATF OF '�t LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION e e THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. %, ••..••• ` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN MI1212�R, P.E. FL P.E.#58705 ' m TABLE 16A Mullion Capacity Table boMe 5 Opening Wkith(for a9rllcaiVspartrlirlg mtllions)or Opening Height(for horizlortta"pam irg mtiriorls) �~ Q SO In 801n l0 in 0a in 90 In 1001n 120 in 140 M 160(n o lido r Rectangular Traprltiang. Rectangular TraplTdang. Rectangular TtaplTiisrrg. Rectangular TraplTr(ang. Rectenguler TrWTdm g- Rectarpralor Tmprrdang. Rectangular TrapfMang. RectangrAar TroplTdeng. Rectangular Trap/Trfang. a oC Loading Loading Load Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lowing Loading cx U 3.26"46 "g 9 2: DEQ.AL F .. 1 Z ,. ,. ., 3 CL 04 BAY MULL CL CL 14 1 6 CO CL gc +tc Qm �� tC �c �Kc �ti� G d � �c � �c �l�l �c dr0 421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 888 170,0 506 170.0 992 170.0 559 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 J W W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 163.7 1837 170.0 880 140,3 1837 170.0 880 122.8 1837 170.0 880 _ 50.625 In 170.0 747 1 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 5195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 758 128.5 1552 170.0 756 110.4 1552 170.0 758 C 0 W CD 0 54 In 170.0 797 170.0 812 170.0 956 170.0 891 170.0 5118 170.0 7% 170.0 1275 INA 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 IWO 1455 170.0 665 97.0 1455 170.0 881 O CO ~ ch 001n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 962 89.8 1309 167.1 982 78.6 1308 157.1 982 -.1 7 184 5 983 128.7 1247 152.8 985 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 535.7 935 71.3 5247 135.7 935 M W 63 in 170.0 930 110.0 745 170.0 1118 170.0 850 162.9 1247 170.0 940 142.5 124 68 in 170.0 974 170.0 789 170.0 1189 170.0 903 148.4 1190 163.7 965 529.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 88.6 1190 119.5 598 74.2 1190 158.1 893 64.9 1190 118.1 893 Z (n m 721n 181.8 t010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 501.0 1010 114.7 628 89.8 1010 105.8 817 80.8 1010 98.9 607 67.3 1010 90.8 795 57.7 1010 67.8 790 50.5 1010 87.7 789 � ? J • • �! • CS yA 781n 137.4 906 143.8 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 98.2 749 76.3 908 88.2 738 88.7 908 82.3 729 57.3 908 74.7 7t8 49.1 908 71.2 710 42.9 908 70.8 708 • • • Q � •• • •78 In 127.1 861 132.5 754 105.9 881 112.5 738 90.8 681 98.8 725 79.4 861 86.5 713 70.6 881 B1.0 703 83.8 881 75.4 894 53 0 881 88.1 881 45.4 885 84.5 875 39.7 881 63.7 872 •••••• Z Q a5 • • 9010 82.7 646 85.4 574 68.9 846 72.1 564 59.1 648 82.9 554 51.7 848 56.1 545 45.0 646 50.9 537 41.4 848 47.0 530 34.5 648 41.5 51B 28.5 648 14 38.2 511 25.9 848 36.5 507 •••;•• Q ZA AQ � • 98 In 68.2 588 70.1 508 58.8 58H 59.1 499 48.7 588 51.4 491 42.6 588 45,8 483 37.9 568 41.4 476 34.1 588 38.1 470 28.4 588 33.4 459 24.3 588 30.5 452 21.3 568 28.7 447 •W o W 4,00000 108;n 47.9 449 48.8 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 448 31.7 387 28.6 449 28.8 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 448 20.4 361 15.0 449 58.9 358 *000 • _ • • •••••• • 111 In 44.1 425 45.0 385 38.8 425 37.9 378 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 28.2 362 221 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 • ' • • 120{n 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.8 354 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 ••'••• U Q • • • 1441n 20.2 253 20.4 233 16.8 253 17.1 230 • • ,Z • 0 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••• �!• �'' • Anchor Ca Ity TableObs) ANCHOR CAP..,.) oc� Substrate: 2.7k Concrete 3.5k Cone. Ho9ow CMU Filed CMU PT Wood Metal (DPcc)X t =ANCHOR CAP.-, VV SS Elco 5118'Elco 114"SS Elco #10 Steel #12 Steel #12 Sted MULLION CAP.,",,, Anchor Type: 3116'Elco Ultraoon 114"Elco Ultracon 5118 Elco 3118'Elco Uitranon- 514"Elco Unracon " Anchor Clip Patterns lNVacon ApgreGetor URrocon apgreGalor Screw(OS) Screw(G5) suety(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Distance(in): 1' I 2-1fr gibs 2-U2' 3-118 1" 2-t/Y 1' 2-112' 2' 3•il8 2' 0.48" 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(n) 1.314" 1-314" 1.314' 2' 1-114" 1-114" 1-114' 1-114" 1414' t-114" 2• 1318' 1-3re' series ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 5"Min.O.C.!(2)2x5 Angle Ups/(Flg.1): 3901Ds 390Ibs 890 3ba 1700 ft 270 Ibs 260 lbs 354 tbs 740 Ibe 374 lbs 720 1113 9401ba 341 IDs 442 The 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®3.5"Miry O.C.!(2)2x5 Angle Clips J(Fig.2): 7801bs 7801bs 18701bs 2525Ibs 5401bs S601bs NIA 1120 lbs 748 lbs 8801bs 18921bs 682 8n8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED ILL 6 Anchors 2.71"MlrL O.C.1(2)2x5 Angle Clips I(Ftg.3): 11201bs t1201bs ELD A MINIMUM ANCHOR 2246Ibs 2254 lbs NIA 840 lbs WA 1059 The WA 13201bs N/A 1022 lbs 13271ba 58801bs CAPA� IT HICH MAY AY E USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with dw Floridly FIGURE 1: TABLE NOTES: Buildingane a Ac�tiplancc IVo !6»o219-6-'3 w 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex ifation Date 2O2I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Miam' Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. /��i� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125"-' 45" � \�u. c 14%1c /i e a a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" r1i�'`1`i FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" �Y a o e o THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45"BAY . .01 1� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION Gl' \•'�. THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. , � Win' L�1:C)(2\VP., '�J, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.�L`l''NN�IyII�LeR;�.E. FL P.E.#58705 1---1.250---1 t+1.000"•'1 �k' N 1.000" R I R 5 1.266"� o 1--- 1.000" -"+ 1.000" r'- .125" I cc a.375' 5' c� " 2.750' 2.750" .125" 3.125" 125 3.188" to 125" 125° 2.116" 125" N 2.000" 2.000" .265" 8 >m F 125" Z bi N a 125" 375" 500" O-Tj 900" i W V X 2"X.125'MULLION 1"X 2"X.375'MULLION V X 2.75'X.375"MULLION VX 2.75'X.650"MULLION 1"X 3.125'X.5"MULLION 1.25'X 3.188"X.265"MULLION 1.26"X 2.11"X.125'MULLION d �, o � 6063 T6 ALUM. 6063 76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. O X-SECTION X-SECTION X-SECTION X SECTION X-SECTION X-SECTION X-SECTION ? Z M N 0 x.125' ----11--.125- 2 (n � TABLE Az LU FSTANDARD CLIP { 2X5 ANGLE CLIP (' ) 5 W 6063-T6 ALUM. Dimension Value In For Mullion: 2 000" 6063-T6 ALUM. 2.125" X-SECTION 2.000" X-SECTION A 1,625 ••• J • U-CLIP 1'X2'X.125" d . { 6063-T6 ALUM. 125" B 2.654 •• • r 125' X-SECTION Aluminum •••••s z •� i Q i • C 0.895 Tube Mullion ••• •• d Z Z ; • D 0.740 ..+. mo ar- SQ.125"� ( A 1.125 ••• +• y .740" Y- S 2.404 1"X2"X.375" so::*: • 1 • �- : • 5.500" Aluminum •• •+ F- • d • • cur HERETO .375" 5.000" C 0.635 Tube Mullion •• • 375" 3.125"--`i _CREATE F•CLIP,SEE MIN. .375"MIN. D 0.490 • • 4 ..• •Z • • MIN. r DETAIL F,SHEET 4 A 1.875 ••• ' 338'MIN. i-------I A A I U•CLIP A ---------------------� B 3.000 1"X2.75""X •• € o--� a� L_ _____J I L--------{ 6063-T6 ALUM. -----"-_---- - -� 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 6063-T6 ALUM. p 1.118 Tube Mullion TOPVIEW - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1"X 2,75"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16. B 3.000 .650" SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEETube Mullion DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE TABLE B D 0.836 ANCHOR O.C. DISTANCE.MAXIMUM PGT Part# A 2'� ROCILICr REVISED 1"X 3.125"X as complying with be Fief) .375" ANCHOR HOLE Mull Dimension (sheet#) B 2.637 p�`� 5.500" DIAMETER:ANCHOR Mullion Std. Clip Offset Clip U-Clip Angle Clip .5ff Alum Building Code 375" MIN. DIAMETER+1/116". C 0.863 Tube Mull Acceptance No 1 p-02!$.03 MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.1137 pirati Date tj.D21 r---- -------{------- _____ 1"X 2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 By 1"X 2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.262 X1. .2 X 3 l 8 Mian Dade Product I I X.265"Alum , 1"X 2.75"X.650" (8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull i g D 1.762 { --- - - D 1"X 3.125"X.500"(9) 6663TM 6681116M 6661114M 666242M 666515M I { 1.26"X2.11"X { t I { i 1.25"X 3.188"X.265' (12) 66641 M 6661117M 6661113M 666241 M 666516M A 1.813 .121"Alum -------- ------ 1.26"X2.11"X.i 25"(18) 69370 N/A NIA NIA 666517M Tube Mull �. . {yo.,87`1`' OFFSET CLIP NOTES: 125" 6063-T6 ALUM. Of- { TOPVIEW 1)HOLES TO BE DRILLED 1-N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. y t`� ' 0, /--I.OR\U�• '(9, 740' i---}--1 •••.... 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. . /^r `�\+` A.'LYNN�f IL�5'k Y.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 --� 1.000" �-- --� 1.x00' r-- 1.os2•-j .740" 063 .385" Rig 125" .062' --{1- .i 25" d .062 11 " o .438" I I c a W 4.000" .125" STANDARD CLIP ( o�` U 4.000" 4.000' 2.625" 2.000" 6063-T6 ALUM. I 2.125" 2.000' 2X5 ANGLE CLIP cel X-SECTION U-CLIP 6063-T6 ALUM. .125" I 1 6063-T6 ALUM. X-SECTION .125' N 125" X SECTION N .m W .125" .125" Z N � to .031" .125" O CENTER OF ANCHOR HOLE MUST LIE WITHIN THE '.I W 125 155"� DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE U) .375" .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m � o HOLE DIAMETER:ANCHOR DIAMETER+1116°. V X 4'X.125' VX 4'X.375" 1"X 4"X.375" 5.500" 5.000" Z) Z M U) MULLION MULLION 'T"-MULLION CUTHERETO •375" f•- Q ro J 6063-T6 ALUM. 6063-T6 ALUM. 6063-TB ALUM. 375" 3.125" °'j _CREATE F-CLIP,SEE '375 MIN• t/� j X-SECTION X-SECTION X-SECTION DETAIL F,SHEET 4 MIN. I LU ci 1.250" .375" Z W z m 1-------•---i 1 r--------� CENTER OF r--- ---- - -----------i .375" I I I I ANCHOR HOLE j I • WIN. • aW 1.250' 1.250" 1 I ` I I I MUST LIE WITHIN 1 1 '••• i J a' • r 1 1 I 1 THE DASHED I Q • 1 I I 1 1 F BOUNDARY.SEE I 1 • Z Q Q) p I I l 1 I SHEETS 5-20 FOR F 1 -I •••••• Q z til r • 2.875" I - - I 1 I - - I THE ANCHOR O.C. I - - - 1 . .. • B o . I I 1 I F DISTANCE. •.••• • • • • 3.94' 1 t MAXIMUM I I .•.•.• N • •_ 3.250" 3.250' I 1 1 I I ANCHOR HOLE 1 ----- I • 1i •- ' I I ` l I I DIAMETER-. t 1 •••••• � •-•1 � • • 100" 100" 100" L - �-------- L--------------- -� • a • Q ------ I DIAMETER+1116". • ' • • �• • Z L 2X5 ANGI CLIP• $ m .100" 6`4- .62-4" STANDARD CLIP U-CLIP 6063-T6 ALI1M. ' • ,epi mQ CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW ---1 ,820" 1•�� -�-1 .620" 1••- --•1 •820' 1•- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25"X.100' 1.25"X 3.25"X.624" 1.25"X 3.94"X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In) For Mullion: DIAMETER:ANCHOR DIAMETER+1116`. 6005-T5 ALUM. 6005-T5 ALUM. 6005.75 ALUM. 3. 7 1 X4' F 1.938 1.25"X3.25" X-SECTION X-SECTION X-SECTION G 1.000 .125" G 0.500 X.624" H 2,680 Aluminum H 1.438 Aluminum 3.469' 5.500" 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661" 125- 375" 375" F 3.187 1'X4"X F 2.625 1.25"X3.94' 1.377"� 125" 1.877" I MIN. ------- G 0,757 .375" G 1.125 X.624- 1.377" - --- H 2.430 Aluminum H 1.500 Aluminum -'-1COUCTREVISriD 1 3.000 Tube&,r 1 3.250 Tube Mullion �complying with Ute Florida I I 1 1 F 2.250 1.25"X3.25" F 2.813 30°Ba Mull Building Code 1 i 1 I i I G 0.750 X.100' F 2.875 450 Bay Mull Acceptance IvolCo'07.18•t73 H 1.500 Aluminum E piton Date QOZ 125" 2.250" i i 1 I i I 1 3.250 Tube Mullion .125" 45° By 30° r i I i H i iam Dads rroduM 1 1 I 1 1 TABLE D 3.250'45°BAY MULLION 3.250" I I I I 30°BAY MULLION 6063-T6 ALUM. I I -- I I I I Mull Dimension PGT Part# L--- _.-J l..- -----J ,. 6063 T6 ALUM. I X-SECTION (sheet#) Mullion Std.Clip Offset Clip U Clip Angle Clip �� aq�.• �r� �% X-SECTION I .`\ ,•'\,\GE_NSF_ G OFFSET CLIP 1'X4'X.125'(10) 89384 88611tH 6881122M 88624tH 866518M �? .• -rC r 1 .125" I 6063-T6 ALUM. 1"X4'X.375'(11) 66610 666112M 6661123M 666242M 666519H 110.J3705 226"J �» ,981"�1 TOPVIEW 1'X4'X.375''T(11) 66853 666112M 6661123M 6W242M 666519M J_ 228"� �-,981 740" - NOTES: 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M 6662410M SM115M 1.25'X3.25'X.624'(14) 20161 6661128M 6661125M 6662411M 6665116M = •O 1,[rJJlbbb �(/` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.94'X.624'(15) 20162 6661117M 6661126M 666241M 666517M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86649 NIA NIA WA 6665110M ��,��i. ' •.PC011\0G`�C�� 45 Degree(20) 66650 WA NIA NIA 6685111M A. 58705 FL P.RL 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,1� R, �.E. TABLE EN VAN Mull Dimension PGT Part# 41'n;t _ (sheet#) Mullion Std.Clip U-Clip Angie Clip r--•125' --� (» '125" -�1 I�125" �x� Q 2"X 4"X.25" 16 66602 666261M 666271 M 6665112M ( 430 43 0 2"X 6"X.25-(17) 66604 666262M 666272M 6665113M STANDARD CLIP LI UT6 A 2X5 ANGLE CLIP6063-Tfi ALUM. 6063-T6 ALUM. 6063-T6 ALUM.2.000" X-SECTION2-125" X-SECTION 200Q• X-SECTIONNOTES: � N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125" 125" 125" L 6 m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z CV a: 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE 1 490"--i �~-1.490"--I W HOLE LOCATIONS. J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ 5.500" U o (n CUT HERE TO 5.000" .375" W 3.500" CREATE F-CLIP. MIN. m Z M ~ 2.000" .375" r _SEE DETAIL F. -Ml 375" cfl MSN. � SHEET4 MIN. � Z 1 I i I t 2 0 0i 8 LU LU I i i I • 6 U a•'Z I I 1 I I I j i ••• �•� T•4 4.000' 3.438" + 3.438" i - - - -t 0• 0 }-. U " 4'X.25" ` I I 000 0•• "'Q •o 250" 2X 4' 3438' b Z ay MULLION ••• 00 OZ< C) 6063-T6 ALUM, i I .375" •••• o• o X-SECTION I I I 1 1 • • 40 1 I L-----------`-- "_-----J MIN. 0000 us � Xv �-- ------ ------ ---__-_J -- -- 0000•• � +.•I T/j - STANDARD CLIP 2X5 ANGLE CLIP •••••• Q Q CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. U-CLIP,4"MU 6 ALUM. •� • u Q E Z /CENTER D FOR 2'X 4"MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. � � � � � 250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY_SEE TOPVIEW • m s SHEETS 6-20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. : • • ' m DISTANCE.MAXIMUM ANCHOR HOLE OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE •• • m • • NDIAMETER:ANCHOR DIAMETER+1116". THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116. •• SHEETS 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1l16"_ 5.000" .375" 3'�0" CREATE F-CLIP, ,375" 375" SEE OETA{L F. MIN, MIN. MIN. .375" r-------- -i -- -- ---------------------1 I I I I I I I I I t I I I I r ODucT ReviscD I f 1 I I I as complying with file Ftvtle6tt I I I Huilduig Code t I I I I AcceptanceM t(o-0�18.tt3 piatian.I7�e I I II i l 1 By 1_ 4.688" + - - - -i Mian F"cf .250" 6.000" - - —r— - - I fi 5.438" I I o 0 l i f l o 1 i 5.438" 5.438" 2'X 6"X.25" MULLION1 I I { 6063-T6 ALUM. No. 58705 X-SECTION I I I " I .375 -- 1 1 I ---- ------------- ---� MIN. l..tt -- -- ' 79�� C OF 2X5 ANGLE CLIP U-CLIP � STANDARD CLIP / 250" 6083 T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. /'S%, ,jM TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEWA. LYNN�AILL'ER,P.E. TOPVIEW 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+60.0160.0 PSF. - h NO ANCHORS IN HEAD 1}INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32'+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING ® Q N a F1RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED n 5 DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x a �L" o �-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD ci F FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. 0. w PRODUCTS SHEETS �x V APPROVAL. 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650-MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 00 MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 CN ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N SEE / DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL IW / SHEETSAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ _ f 2'3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. '-1-' 1N THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+l-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LL1w o 0 0 NO ANCHORS IN WINDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: _ � 32' 32' ~ J -I 636 LBS MULL WIDTH (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF Z g m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES AZ DESIGN PRESSURE OF+50.0/-55.0 PSF. FOR THE VERTICAL MULLION: ~ •• 1< 44o) 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1'=105"AND THE OPENING WIDTH IS 36"+36"+1'=73".REFERENCING SHEET 25, •••' ; Z 00 �• THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL •.••.• fnLa O � m EXAMPLE 2 MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ••. •• U)• �' �'• [L • 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 IS+/-15.1 PSF •••••. W• t g MULL WIDTH -1 r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. •••• U Q '�' FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS •• •. Z 1Q SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICAT{ON.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. •••••• • mV DETAILS, • • • - �, 32' SEE SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74",NOT 73"AS PREVIOUSLY a • +. : in [3 • a FENESTRATION 2� PRODUCTS -\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTER OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAIN •••• • APPROVAL THE 73"DIMENSION(35-112"+35-112"+2"=73'x. • • 0000 r Z r r- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED ••• CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL 17 t MULLION L -J � J ------' USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH '--SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAIL E, OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR HORIz. MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED MULLION 72' as complyingwith the Fla1f1 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72'+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALlTRIANGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acceptance No 16.021$•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E piration Date QO2 j SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Fay SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mian Dade Fro&ct 2� (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED t V I I I I IF- !c ANCHOR CAPACITY OF 521 LBS. \`;Y�C1y{ 1..YM;v k"I 38',HORIZ. 36,HORIz. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U CLIP SHOWS THE ANCHOR MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE -. OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. "3705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ +1-64.7 PSF FROM THE VERTICAL MULLION; ` '�j - � 10 +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ',� //J +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). S' A"fr i) �J THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. -;� � .,�LGtt101''. f� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �� -/()Nf\L. PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLEd IN A.LYNN MILLfz ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 ' r EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: N I Cx� 1 I g 0 PW PW �+ c3 o PW I n SH/DH SH/DH SH/DH SH/DH I PW PW fn � m W 1 z vrSN U) 4 I O w � J.lI W W 00 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION � M � SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I J HINGED J � DOOR ? � D 1 4JSGD I-W z s INJ LOADING OF VERTICAL MULLION ? � ez PW LU LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q Ja a • �d PW f/ I •.•� Q O N •••••• Q ' 0 � I Pw PW •••:•• � LLLSSS111� �Q ori 7 PW ••••a• W•� •• Y • SH/DH SH1DH I • ' ' SH/DH SH/DHf7 •• •• U 'z O' 4 4 4 •...,, zoo 4 / • . • _ 1 • LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR I 1 — { LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL { MULLION I I P HINGED PW PW I NOTES: �•=.?C�1UCT itEVISED DOOR I as complying i%ith the Florida 1 1)DRAWINGS ARE [wilding Code RERESENTATIONS OF TYPICAL Acoeptancc No p3 PW CONFIGURATIONS. Ex iral Date 202, I Ply CONFIGURATIONS NOT SHOWN D / I / / THPOLATED FROM Miun' Product 00 OSE SHOWN j 2)IF THE LOADING TYPE CANNOT I PW BE DETERMINED,USE , 1 RECTANGULAR LOADING. ��'. Lac-' PW '.t. 1 / 3 SEE PRODUCTS'APPROVAL FOR .r 1 / ) ACTUAL ANCHOR LOCATIONS. ` LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / _ •� 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS { O fl' I 13 SGD ; ' STS"i t:OF LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNN KTgR,AE. MULLION MULLION Fl.P.E.#58705