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WS-15-1084 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234193 Permit Number: WS-5-15-1084 Scheduled Inspection Date: September 18, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MARTINEZ,SANTIAGO Work Classification: Window/Door Replacement Job Address:285 NE 95 Street Miami Shores, FL 33138- Phone Number (773)793-0782 Parcel Number 1132060133960 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING FRONT WINDOWS ON HOUSE 7 OPENINGS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 17,2015 For Inspections please call: (305)762-4949 Page 10 of 37 I l3 E {3 E ` E u Miami Shores Village '104+ ?�WiNdt8/Sli 10050 N.E.2nd Avenue NE � Miami Shores,FL 33138-0000 ' Phone: (305)795-2204 _"WK, Itat ��t}1 Expiratton: 11l11 Project Address Parcel Number Applicant 285 NE 95 Street 1132060133960 Miami Shores, FL 33138- Block: Lot: SANTIAGO MARTINEZ Owner Information Address Phone Cell SANTIAGO MARTINEZ 450 W 95 Place (773)793-0782 CHICAGO IL 60657- 450 W 95 Street CHICAGO IL 60657- Contractor(s) Phone Cell Phone Valuation: $ 3,200.00 HOME OWNER _.. ...:__ .:. . a,.:.__. � :._ ...... v _....___ r. x.... _ ___..... __...... ._ ..... Total Sq Feet: 0 Type of Work:REPLACING FRONT WINDOWS ON HOUSE 7 Available Inspections: No of Openings:7 Inspection Type: Additional Info Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# WS-5-15-55459 $2.55 05/06/2015 Check#:149 $50.00 $140.50 DCA Fee $2.55 Education Surcharge $0.80 06/02/2015 Check*117 $ 140.50 $0.00 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $190.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I gertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ninga e,I thorize the above-named contractor to do the work stated. June 02, 2015 Authorized Sig to e:Owne / Applicant / Contractor / Agent Date Building Department Copy June 02,2015 1 �I Miami Shores Village Building Department MAY 0 � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 " INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No.� � PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: oS lUSTf-C FT City: Miami Shores County: Miami Dade Zip: 3.3/3 Folio/Parcel#: 3a_06- 01.3-_3 9 6 6 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): -5 ANT/Ai�,D J!?/Xf '-IA)S Z Phone#: 770- vg-07pa Address: 02e-5- At) C 1S14" _S 7W F,'T City: l�mi State: Zip: 33 Tenant/Lessee Name: Phone#: Email: Sm arfi ne7— oolC o banA . nef CONTRACTOR:Company Name: _5H-NT!/4G o 1W,4fT1`vS 2 ,Phone#: 7?-3— 793"® 7 Address:�qn .2 r� A) 9 �-�fh �S7-4�ST City: Nfc_rn/A S120ees State: tc_�- Zip: 33/3 Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$302 O D Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Z Repair/Replace ❑ Demolition Description of Work: 945pL4C//V 6- rPOA)T ( IA- bou.)Jc ON H6 U S 72 ,� p .S Specify color of color thru tile: Submittal Fee$ Permit Fee$ t ® •��J CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Q/0 5-0 (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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature10 -f 4C9 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this c day of 0. 20 /5 ,by day of 20 ,by o is personally known to ,who is personally known to (For who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �J'61/!l� //BrdQ _, Sign: Print: �Y IV I.2- Print: " Sylvia Halter Seal: Seal: p-Comirdssion#EE098053 %..... Expires: JUNE 08,2015 BONDED MU ATLANTIC BOA'DINO CO.,INC. �Ie*$i�k+N*�k�k�k4�kakak�k�k�k�kak�k�k�k****�k+k*�h�k&�k�kak�kffi4�kak&�kffi�k**�k*�kakaki�k�k�k�k�k*�k�k�k**�k�k�k�k**�k�k&�k+I�k#�k�k APPROVED BY / 21yl d Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) ,gts Miami Shores Village Egg, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: YciaAr,6DATE: ADDRESS: 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. Initial _m 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. 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. Initial 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 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial I'-`7 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 lr� .m-wz--. . 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. 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 S-i 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_I" 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 httr)://www.mvfloridalicense.com/dbar/aro/cilb/index.htmI Initial 14_7 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: Initial 'It-1 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 -6C day of 20 By SwTago N e T/ o�Z o was personally known tom or who has Produced there License or as identification. NOTARY PUBLIC-S OF °......,,. EHal LORiDA Sylvia OWNER NOTARY =Commission#EE098053 E JUNE 08,••' ''.., Expires:.,,. P 201S BONDED THRU ATLANTIC BONDING CO.,INC, M® E MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %yynv.m1amidade P_ov/sera/ PGT Industries 1070 Technology Drive, Noah 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 PERA- 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. PERA 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 Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.6300M titled"Impact-Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthggy Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the NotieAaf.A&cceptauc&.. number and expiration date by the Miami-Dade County Product Control Section.'••• •• ;•; • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • " ' """ ..Does LABELING: Each unit shall bear a permanent label with the manufacturer's nan-mm logo,oity�state, model/series,and following statement: "Miami-Dade County Product Control APplit Rd",untess otherwise;•• . . ..... no .Dee..herein. ...... 00 so RENEWAL of this NOA shall be considered after a renewal application has bees filed and there has been' no change in the applicable building code negatively affecting the performance otthis products..;. .... • TERMINATION of this NOA will occur after the expiration date or if there hag 'a revision or chane...: in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as aur;44ement 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 140A 010-0819.05 and consists of this page l and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.11-0922.01 Mu►Maanoetountrr Expiration Date: May 26,2016 Approval Date: December 08,2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions",sheets 1 through 22 of 22,prepared by manufacturer,dated 08/20/11,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,all signed and sealed by Marlin D.Brinson,P.E. (Submitted tinder previous NOA #10-0819.03) . C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying wit13 's-2007. , and FBC-2010,prepared by manufacturer,dated 09/20/11,stgOd3ind sealedby .' Anthony Lynn Miller,P.E. • ...... .. . ...... D. QUALITY ASSURANCE • .... . .. ..... 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affaiis(PERAN.' E. MATERIAL CERTIFICATIONS . . . . ...... 1. None. •••••• • • . F. STATEMENTS •• 1. Statement letter of conformance with the FBC-2007 and PBC-2010,and no financial interest,dated June 06,2011,signed and sealed by Anthony Lynn Miller,P.E. 2. Proposal#10-1070-R issued by BNC to PGT Industries,dated 01/07/11,signed by Ishaq I. Chanda,Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05,issued to PGT Industries,for their PGT Series Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 and pi>;ing on 05/26/16. 4 ��MA&el Perez,P.E. Product dkUtV61 Examiner NOA No.11-0922.01 Expiration Date: May 26,2016 Approval Date: December 08,2011 E-1 scaWi d Pro v2 . 2 . 6 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright vniii.mecaenterprises.com Date : 5/4/2015 Project No. Company Name : THM STRUCTURAL CONSULTING Designed By : THOMAS NOE Address : 6731 SW 63 CT Description : WIND LOADING City : MIAMI Customer Name : MARTINEZ RESIDENCE State : FL Proj Location : 285 NE 95 STREET File Location: C:\Users\user\Documents\MECA Wind Pressure\Martinez Residence, LCK.wnd Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 V: Basic Wind Speed = 175.00 mph Cat: Structural Category(I,II,III, and IV) = II Exp: Exposure Category(B,C, or D) = C RHt: Ridge Height = 24.81 ft EHt: Eave Height - 20.50 ft Ht: Mean Roof Height of Building = 23.50 ft Theta: Roof Angle = 14.04 Deg L: Length of Building(If Gabled, along Ridge) - 53.00 ft B: Width of Building(Perpendicular to Ridge) = 34.50 ft Kzt: Topographic Factor = 1.00 fees Lambda: Adjustment Factor for Building Height and Exposure = 1.33 • • • 0 •• • • •f• • I: Importance Factor = 1.00 • • • • a: 10% of Least Horiz Dim, or .4h, whichever is smaller = 3.45 ff 06.60 •• • ••f••• 2a: Length over which Zone A acts on Each Corner = 6.90 ffbe*eee00 0 • • • • e • • • flee • •• •fes• as 00 0 ••sff• • • • • • 6 • • •6000• • • • 00 0 C400 A 8 Wind Pressure on Main Wind Force Resisting System (bDOW) Load A B C D E F G H Bon GOB Case pof pef puf pef pef psf pof pef pof pef ----------------------------------------------------------------------------- 1.00 48.67 -16.73 32.42 -9.58 -47.32 -30.59 -32.98 -23.40 -66.26 -51.92 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Note (1) ps = Lambda * Kzt * I * ps30 Note (2) Directionality Factor(Kd) is not an input during a Simplified Analysis. 4 Thomas Moe PE 63863 r' Ile ROOF 1p Rod(r<0:!�2r) Gable Roof(0�5 71 Gable Roof(E<,O 5 45°1 of •..•.. •• • ••••• 00 • •••••• • • Wind Pressure on Components and Cladding (Ch 30 Past 2) w • • • ••1••• •••••• All pressures shown are based upon ASD Design, with a Load Factor of .6 • • • • • so 0 0 foe Description Width Span Area Zone Max P Min P •••f i ft ft ft"2 psf ps€ ----------- ---- -----��_��------------------------` Windows 3.00 3.33 10.0 4 44.16 47.87 Windows 3.00 3.33 10.0 5 44.16 -59.08 Doors 3.00 6.67 20.0 4 42.17 -45.89 Doors 3.00 6.67 20.0 5 42.17 -55.12 Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (2) Max P 6 Min P = puet30(from Fig.30.5-1) t Lambda ' Importance Factor + Kzt. Note (3) If Area<10 then Area-10 or Area>100 then Area-100 for Zones 1, 2, 3, 2H 6 3H. Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 4 5. sl t ® MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 26'' Street, Room 288 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaaeggv/ ra/ PGT Industries 1070 Technology Drive Nokomis,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 PERA-- 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. PERA 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 Velocity Hurricane Zone. DESCRIPTION:Series"SH-700"Aluminum Single Hung Window-LALL APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision"D"dated 10/07/2011, 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 l;tdddeat Control Section. 0000 6968•9 MISSILE IMPACT RATING:Large and Small Missile impact Resistant. .0*:,* 0. 0 0 8 0 6 p . 0 • ...... .. . ...... LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Pr6fdUtion Devibes shalt be•- required.for Glazing Option"M"at installations above 30 Ft.above ground(See sheo{1•of 111006. • LABELING: Each unit shall bear a permanent label with the manufacturer's name".11;o,ci +�Otn modep.• series and following statement: 'Miami-Dade County Product Control Approved5-unless otherwise nd'W:9 herein. 0 00 0 00800 RENEWAL of this NOA shall be considered after a renewal application has been filed anctffl t86has been e no change in the applicable building code negatively affecting the performance of this pioduct. 0 0 0. :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAN, UNTY NOA Na 11-1013.14 ' � Expiration Date: March 26,2016 Approval Date: November 03,2011 to Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminus ,iillgle hype,.. window, with fin frame, prepared by Fenestration Testi:tg Xaboratoay,.lac., Test•' Reports No.'s FTL4958 and FTL-5063, dated 10/03and 114.1•/06, both signed and- :-sealed by Edmundo Largaespada,P. E. •••••• (Submitted under previous NOA No.07 0322.06) •;;;;• •.;• 3. Test reports on:l)Large Missile Impact Test per FBC, TAS 201,, •• •• 2)Cyclic Wind Pressure Loading per FBC,TAS$03-94 0.00.. along with marked-up drawings and installation diagram of WAMminum single h%&. window, with fin frame, prepared by Fenestration Testing L6oratcjy,-1dc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed b�.RWundc Lgggespa;rSr, P.E. •• • (Submitted under previous NOA No.0 7-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 01018.01) t Ja a D.Gasco P.E. Product Control Section Supervisor NOA No.11-101&14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI.-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fm fi-ame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo L,argaespada, P. E. (Submitted under previous NOA No.05-101&01) •••• • • •••• •••••• C. CALCULATIONS ••• • v • • • • I. Anchor verification calculations and structural analysis, coraplpiug with FBC 2087,••; dated 01/11/2011,prepared, signed and sealed by Robert L. Claq.'. E.— B1300-04 •. • Complies with ASTM B130004 •' '•••• Submitted under previous NOA No.11-0128.03 •••••• ••••• D. QUALITY ASSURANCE • . . . . •••••• I. Miami-Dade Department of Permitting, Environment,and Regkzl ZV Affair%�tER1�•••; E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont Butaeite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers' dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07, 2011;signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-3063, F11-4645, FTL-4649, FTL-4723, FTL4947, FTL-4650, FTL--4948 and FTL 4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmundo Largaespada,P, E. (Submitted under previous NOA No. 07-0322.06 and 051018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. sees . . sees 9 • sees.. .• . .9000. 0.0.00 sees.. e.ss .s s . . . sees . seesees. ' •s.sse O . 00000 . . 0000.• 00 •. . 9.00.0 ..e... • sees.. e . e • e s •sees: • 0 i Jaime D. Gass n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 i A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8°HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H. 13/16"LAMI IG:(1)LITE OF 118" TEMPERED GLASS,AN AIR SPACE AND 516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ® OF 118"HEAT STRENGTHENED-GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES. SHEET 1.13/16"LAMI IG:(1)LITE OF 11W TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS "'•""'••'1 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GLAZING DETAILS............2 J. 1311W LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 K. 13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE VERT.SECTIONS............. 5 OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. HORIZ.SECTIONS............5 L. 13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS PARTS LIST....................... 6 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS.................... 7CORNER DETAIL.............. 7 ®M.13116"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/$"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR ANCHORAGE..... ... 8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) A3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. .... . .... ...... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. •• ... ..... .. . ...... 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. •• •• 5.SHUTTERS ARE NOT REQUIRED. see* •• 69:966 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ..... so ®7.REFERENCES:TEST REPORTS FTL-4646,FTL-4648, FTL-4647,FTL-4648, FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. """••" ...... ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION • ADM-2000 ALUMINUM DESIGN MANUAL PRODUCTRRVWD • • as conTIytng w1&"*F1 alda S.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. HuShcng Godo w A ''A Acte tan IVa �''T 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 61!7- Da Z� A HURRICANE ZONE(HVHZ� M�aml Dade Product Comm ttllifl SE Q 56105 * . N°' OG co I1 ' J.J. 10/07/11 D 2010 FRC UPDATE S-3 9070TECHNOLOOYORtVE GENERAL NOTES �� \o.• �� fiLO.-,. J.R.' 04101/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMIS.FL 34278 ••••. GE OTES3Bi7. ADD NOT . . o ALUM. SINGLE HUNG WINDOW, IMPACT ��,`SSIONP F.JG• IV1308 8 To NOTE 1 P.O.SqX 1820 sw s� sr,eee ftrAvw a� A.LY�f 141110L1.L�,`P.E. am"mjr. Dai, NOKOMIS.FL 34274 Vi'sibb Better RK 9/1/06 1 J.J. 223107 SH700 NTS 1 cr 11 4040-20 O FL P.E.#55706 ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 44 112"NOM. 41 GLASS BITE J GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 � 37 80,81 or 82 83,84 or 85 70 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 6/16"NOM. 7/18"LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS • 0000 0000•0 0000• •• • 0000•• 1/2"NOM. 1/2"NOM. ••:.• • 46 GLASS SITE 4g GLASS SITE •••••• • . • .... . .. ..... •000• . . ..... 38 38 •. • 0..... PRODUCT RLQ 86,87,88 or 92 89,90 or 91 escempiying��lodda Bu'Eding Cade Acceptance No 70 70L � ° n� �4a Miami ado Product Contra 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 6/16"LAMINATED 7/16"LAMINATED `�� YNN M/ AIR SPACE AIR SPACE ��` �� ti..•••..��FR 118"ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS d �.��,•��GENSE 13/16"NOM. 13116"NOM. ;' 58705 13/16" LAMI IG GLASS W/5/16" LAMI 13/16" LAMI IG GLASS W/7/16" LAMI _ No. R r� �ara ' LU of Jr.obworZO1tOn11 D NO CHANGES THIS SHEET -Dow Raklom van*"* —p GLAZING DETAILS Dahl t7svdsfavta 1070 TECHNOLOGY DRIVE �'' 0, •. FLOR��p' �'�� J.R. 04(01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMIB,FL 3WO PAC3 Wiwi am, > —� ALUM. SINGLE HUNG WINDOW IMPACT �,SS�p{�1Pti- ft 11/law 8 ADD ITEM 92 TO 00 AN/LQ GLASS(AAA)&LAMI IG NOTE P.O.K?x 16M ti� N i0 NOKOMI3,FL 34274 vubly Better � °' s Kh A.L�rGIf MILL�k, P.E. 9/1/06' J.J. 2WO7 SIM Full 2 11 4040-M O FL P.E.#58705 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE I. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 1100 WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" W MEETING RAIL 48" A.S,M +80.0 -80.0 +80.0 40.0 1 +80.0 40.01 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. -7 80" A,S.M +80.0 -80.0 +80.0 -80.0 +80.0 480.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 1 52" A, ,M +80,0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.4 +78.8 -78.8 +77.3 77,3 +76.9 -75.9 S SH 53 418" AAM +80.0 -80.0 +80.0 -80.0 +79.6 •70.6 +78.2 »78.2 +76.9 -76.9 +75.4 -75.4 +14.0 -74.0 0 80.0 +UP TO!318C.D.SX.G,H,I,JKL +80.4 -80.0 +80.0 - 0.0 +80.0 -80.0 +80.0 80.0 80.0+ 0 STANDARD VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS .� WINDOW HEIGHT WIDTH GLASS TYPE 36 318" 44" 50 518" 63" 72" 74" 16" �, MEETING RAIL 48" A,E►M +40.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. ''� 510" A,E.M +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 0x0 S ISH +40.0 -80.0 +80.0 -80.0 +80.0 80.0 +76.9 -78.9 +70.0 -70.0 +68.8 -88.8 +67.6 -67.6 63118" A,S.M +80.0 -80.4 +80.4 -40.4 +80.0 -80.0 +75.4 -75.0 +$8.0 -0.01 +66.7 -88.7 +65.5 -65.8 UP TO 83118" C.D,E,F,G.H,LJ,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.Q +70.0 70.0 +70.0 -70.0 CUSTOM VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH.SILL OPTIONS TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRWE DIMENSIONS w HT. WINDOW HEIGHT tMINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH+"76"FLANGED AND 75"INTEGRAL FIN) "On MINUS WIDTH GLASS TYPE 17116" 2311116" 28 3116" 33 314" 3011116" 4413116" 80 318" 5616/16" SASH ••••• 83118" . D.E.F,J,K.L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 -70.0 HT. HT. •• •••• •••• • MEETING RAIL ..... .. . ...... GLASS TYPES: TEST REPORTS TABLE 4. °X" •• •••• SASH .... .. A. 5116"LAMI-(1/8"A..O90►11WA) F1L-4847,4648, 4723, 4957 ^]„ • .... . .. ..... S. 6115"LAMI-(1/8"A,.09j/rHS) FTL-4847,4848 rz�= C. 5116"LAMI-(I/W. ..090,1/8"HS) FTL-4847,4848D. 7/16"LAMI- 3116"A,.090, 3116"A) FTL-4645,4885 E. 711W LAMI-(3116"A,.090, 3/16"HS) FTL 4645 R #SBDa ,. 11 x ' oxide tbalm 14 F. 7116 LAME-(3116 H8,.080. 3118 HS) fTL-4846 _ c�oraptyingv+n Building Coda G. 13/16" LAMI 10-118"T.Ala SPACE, 51/16" LAMI-(118"A,.090,1/8"A) FTL-4646,4723 AcemaptanceN H. 13116" LAMI IG-1/8"T, AIR SPACE, 5//16" LAMI-(1/8"A..090,11WHS) FTL-4646 8x alio Date 1. 13/16" LAMI IG-118"T.Alli SPACE, 6116"LAME-(1/8"HS,.090.1/8"HS) FTL-4848 0 pro uct Congo J. 13/1W LAMI IG-1/8"T,AIR SPACE, 7116"LAMI-(3/1WA,.090,3/16"A) FTL4849,4850 K. 13116"LAME 14-118"T, AIRSPACE, 7116"LAMI-(3116"A,.090, 311("HS) FTL4049, 4650, 4956 L. 13116"LAMI IG-110"T,AIR SPACE, 7116"LAMI-(3/18"HS,.090, 311 VHS) FTL-4849,4650 11 r t r M. 11118" LAMI IG- 118"A,AIR SPACE, 5116"LAME-(118"A,.090, 1/8"A FTtlS/0$3 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN , * ; PRESSURES ARE UNEFFECTED. -lc : No.56"" 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38"MAXIMUM. * io LSU; .fl O 40 oift"D' Aj 1"7/11 a NO CHANGES 7HISSHBET OF!GN ,. •'C mmip OWN- X070TE%1NOnYD PRESSURES AR. 001111 c cwuEn CAP plass r> To 7000 FROM Hs Es, ' ALUM. SINGLE HUNG WINDOW IMPACT '�ss/ON A� 9F. . I1/19M 8 FORM11TtJPS. aDD UPO ?�STNOS ow NCiW1ul�F!84274 Vtts+tbly Bettew s.�.aa� a waaaa A.LYIsl��fil4 ,P.E. k J.J. y,7� offoo NTS 3 a 11 4040-20 O FL P.E.#58705 531!8"MAX. FLANGED WIDTH® 621!8"MAX. I.F.WIDTH 49 6/8"MAX.FIXED D C DLO(ALL) k 75"MAX. 75"MAX. 75"MAX. SEE DLO I.F. A A I.F. I.F. TABLE � / D—.J HEI HT SEE DLO HEIGHT SEE DLO C HEIGHT ® TABLE Oj ® TABLE O j 78"MAX. 78°MAX. 76"MAX. FLANGED FLANGED FLANGED LSEE DLO / T 38 /16" HEIGHT HEI T HEI HT TABLE X / SAH SEE DLO X X j S E SEE DLO � S (MAX.) HEI HT TABLE , NO 4 TABLE / NO 4 j 1�= 11 11111 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP {STANDARD SASH) 111 B E� VERTICAL DAYLIGHT "" OPENING •••• •••••• 75"MAX. I 76"MAX. '••' ••• •' I I.F. I.F. FIXED LITE ...... .. . ...... J LOW HIGH _. ••• •• • SEE DLO 1 HEIGHT E HEIGHT SEE DLO DETAIL SILL SILL •••• • �••• •• • TABLE O / A TABLE O A A 341/21534 3/16 • / 76"MAX. / 76"MAX. B 416/8" 411/4 ••• ••••• FLANGED FLANGED C 41 1/4" 40 7/8" • HEI HT HEI HT D 52 5/8" 5211/160 '••'•' •' . . . . . ..... E 521/4" 52 5/16" ...... SASH' •• • •�$•••20" 20" • / SEE DLO TABLE X I SASH SEE DLO TABLE X j SASH LOW HIGH PRODUCT as campfytagwit s O�� torida_. HEIGHT HEIGHT DETAIL SILL SILL Build No �+t l A 341/2" 34 3116" iftodLcoutrol at B B 277/16 271/8"DETAIL D DETAIL E C 27 7/18" 271/8" MiPiz 0 ami D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP (CUSTOM SASH) I E 16 3/8" 15 3/4" TABLE 5. NOTES: `�����,� VYNIV Mij��%.,� 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ��� 1`�`�•'�,�GE�SE •'•:Q �;. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. ; •'•* %_ 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. e0 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. _ * y J.J.ROM10107111 NO CHANGES THIS SHEET �VWW 'f STA'' O� 1070 TECHNOLOGY DRIVE ELEVATIONS ;D,t�'••.. ..........LOR�O • 0 JA 04101111 C NO CHANGES THIS SHEET NOKOMIS,FL 34275 � '� F a ALUM. SINGLE HUNG WINDOW IMPACT ''��sS10NA4 FJC 11113108 8 ADD INTEGRAL FW F VERSION,CNC.NOTE ADO NOTE 4. PA.BOX 1629 � aws ori Rer A.LY f�I hil'tILLL�,A.E. tHnoi+: n ca NOKOMlS,FL 34274 _ Vfstbly Better SH700 NT$ 4 of 11 4040-20 D FL P.E.#58706 F.K. 8/1105 J.J. 2129107 N�2.7W NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT - 9,10,11,15,16 31 MAX 2.710" FIXED IN LITE7, 8 OR 17 DAYLIGHT 25 OPENING 25 -MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE MAX.WIDTH SECTION A A 6 OUTSIDE — INTEGRAL FIN (I.F.) FRAME SECTIONS,& _ INSIDE 23 47 50 MAX HEIGHT 21 2. 46 11 rl I HIGH I OUTSIDE SI 2. 30LO •••• I I LOW 0000 0000.. _ju SIL '•' ' . . 0000.. .. . 0000.. 0000.. MAX. •••••• 0000 .. VENT 48 48 •0069• : •..• 0000. DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE • OPENING ' •• •• . 0000.. - - - - - - --- -- - - 00000. . . 68 2.710" 0000.. 00 00000.. ®LF. FRAME n • v 0000.. 000 11 53 I( PRODUCT REVI$E0 : OUTSIDE I Bo oomplyit�with the Florida Bu�dittg Cods Itx Acceptance No - tona.tA- Iixp' ato �/ 6 53 13q 2.946" (LOW SILL) ivliaml. o Product Contro, 52 z• °" (HIGH SILL) 63 SEE NOTE ABOVE 54 64 1111 I ��,•o�,� LYNN ,p $ 30 ULTRALIFT 69 67 �� ,.•�Grct�sE'• . , 12 ONLY 12 ULTRALIFT ,'�•. •. ONLY SECTION C-C = -k No.58705 SECTION 13-6 RADIUS TOP = '* W (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION} �,t '✓iPr:- W J.J. 90/07/91 D NO CHANGES THIS SHEET Ibvadsys t Reor TE Ot: J.R. 04/09/19 C NO CHANGES THIS SHEET NOKO1070 TECHNOLOGY FO 3�ORNE SECTIONS '�0 FLOR!oA•'�C� ` �i�SS FIG' tV13/08 B ADD I.F.SECTIONS&CONSOLIDATE a4L COMPONENTS P.O.BOX 1828 -- ALUM. SINGLE HUNG WINDOW, IMPACT �� !ON AL\. rb A.LY 4,JIlI!t!it f�',P.E. �: ttow a�ez rroxo�us,FL 34274 Visibly Better FL P.E.#X705 F.1G 91/06 J.J. ?✓23/07 sway Half 5 6111 4040-20 ITIBrA DWa# 098CPJPTION Parr# ITEM D1M6# CE8Cl6PTION 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.131 b1A HARD 81636K 2 1155 #8 X 1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH $1816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 605 ®LAZING CHANNEL(.68$X.600) 8533402 5 1828 .-ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1181 #6 X 1.000 PH.BUGLE TEK 708X4 6 40 At FRAA f t 612227 67 GLAZING T 9,.1/1$X 1 -7/16 LAMI 02 VIS10 7 4025 SASH'STOP 612244 68 4051A SASH BOTTOM RAI {HIGH SILL) 84061 8 4025 BASH IT&(0:RE3S)1.128 LONG 812244 69 4060A FLANGE FRAME SILL LHIGH SILL) 64060 9 4028 SPIRAL BALANCE,3/8",6/8",OR 11/16" 70 ISILICONE,DOW89$,995 OR EQUIV. 10 1080 IPUWC'g COVER 3/(I"OR 518" 6BALCVR918 80 A GLASS,5/16"LAN,(1/8"A.090 PV0,1/8" 11 #8 X.150 PH.-PN.SMS 7834AA 81 S.GL S,5/18"LAN, 118.4.090 PV8,1/$"1-18) 12 BALANCE SOwmilAACKET 713ALTBKT 82 C,GLASS,5116"LAM, 1/8"HS,.o90 PVB,I/8"HS 13 108$/108 SASH TOP WOE 42504 ® 83 D.GLASS,7118"LAMI,(1/8"A,.090 PV8,1)8" 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 7$XIFPAX 84 E.GLASS,7/18'LAM,(1/8"A►.000 PV8,1/8"HS) 16 1080.1 JDALANCE 00VER,11/1V 68ALCNA870 ® 85 F.GLASS,7/18"LAMA,(1/8"HS480 PVt3,1/8"Hs) 17 4063 SASH IWOC R 04063 88 10.GLASS,13118" 10;116fi,AIR SPACL?,5/18"LAN,(1/8"A,.090 PV8,1/8"A) 18 40294 SASH BRACKET 7ULBRKT 87 H.GLASS,13118"LANA 10;1/8'?,AI SPAC0,511 "LANK,(1/8"A,.090 PVB,1101S 19 W32 X 1/2"W.PH.FH.TYPE F S.STL 7832X12FPFX 08 L GLASS,13/18"LANK IG;1/8"t,AIR SPACE,5/16"LANA, 1/814S,.090 PVB,1/8"H5) 21 4054C 5-mawo L 04054C 89 J.GLASS,13/16"LANK IG;1ISM AIR SPACE,7/16"LAMI,(3116"A,.090 PV8,3/18"A) 23 4006E SASH TOP RAIL 84006 90"K.13=' ,13/16"LAMD 16;1/8"1`,AISPACE,7/16"LAMA,(3/18"A�.090 PVB,3/18"HS) 26 1336 WSTP.,.174 X.2 0 BACK,FIN SEAL 67816691S,1a9/16"LANK I6;9/8'T,AIR SP E,7/16"LAAIN,(3110"HS,.080 P1IB,3/18"HS26 1496 !SWEEP LATCH 71096 921 1 ,{ .4 ,1/8' 27 1410 #8 X. $OR.FE.SMS 7858 28 4007 H Fff M RAIL(LOW SILL) 819230 2,784 30 1228 UL VINYL 8 49 31 4006 SMH SIDE RAIL $12231 34' 1288 SASH Mg OUI S 4 601 .... 35 1822 VMI SEM3 SLOCK 3/32"X25184"X I" 71022K 1A so 0090V 3 .36 1052 LAMA IG 8E7TING BL K 1"X 3/4"X 1/16" 71062K •• •.• • 37 1224 VINYL W2789AD BULB(THICK) OTP24? ,K .082-1- 38 08 ••'••• .• •••••• 38 1220 VINYL t3I.A2.BEAD BULB(THIN) 6 48K ....••e e•• • •• • 41 4039 GLAZING B ,5/18 LAM.GLASS. 640395 ... . ..FRAME, I.F.I,F. HEAD • • • ..... 44 44B L INC IaAh,0/18 LAN ILL KIT 644703 47 #4071A,6063-T6 • 2 44 MR iMINO 0 WIV .LAN 64222 FRAME, I.F. LOW SILL •• 45 985C GLAZgNQ B ,7/18"LAMI WGRILL KIT 6886 48 46 4087 GLAZINS DEAD,1311V LAMI.Q. 04087 ® #4072A,8063-T6 •••••• •••eee 47 4071A FRAME,L .HEAD 64071 2s • PAbDZfCP RE6 AUV • • 46 4072A FRAME,I.F.LOWSILL 84072 as oomplyiog with the Wbnda 49 4073A FRAME,I.F.HIGH SILL 64073 2.574 Agee N 1► 1 1 50 407413 FRAME,I.F.JAMB 6407a Bx a1 Det � b2 4009 SILL LATCH(EGRESS) {LOW LkL 764009 .082 NOM 53 1088 SPRING,SILL LATCH(EGRESS) 76PRNG THICKNl8S 1�,liaml ade Pmduet Contro 64 2740 SILL LATCH(EGRESS) (HIGH SILL) 82740 55 1 1014 SCREEN FRAME(HOR.8 VER.) 81014 t.082 NOM Be 1630 SCREEN CORN R KEY WRINGS 71830 THICKNESS 57 1631 SCREEN CORNER.KEY W/OUT RINGS 71831 ���`� \'(14% MQ4Ll 5$ 1073 SCREEN SPRING 7CASP p�y.•''"�sa= '•., * '� 59 1624 SCREEN SPLINE-.135 DIA FORM 61624K1. FRAME, I.F. ,fAMB ~� ' ��G -Ip5 FRA E I.F. SILL ,& #4074B,6063-TS _ . N 8 49 #4073A,6083-T6 (USED AS RADIUS TOP HEAD) II tu paw ftwoxw A 1007/11 D NOCHANGEBTHIS SHEE?' �'0.•'•. Slof pPt, •� 1070 TECHNOLOGY WVE PARTS LIST %'A i=Boa'.•• J.R. 04/01/11 C CHANGED CAP olaSs TYPE tO TEMPERED FROM H3 NO1coM�S,11 sa2741 � •,OA.'•••......•• �!i. I=1e �s/1st�s 8 6 1 P.O.gqx lie ALUM. SINGLE HUNG WINDDW IMPACT /'/�FSs 1o�P` �KOMIS.PL34V4 Visibly Better 8•rYrtpW* � 1'6 t 1Qae A.LY141�1MILILLI4,P\.E. F.K. 8/9/OS J.J. 7 MUD NTS d 11 4040.20 b FL P.E.#58705 ® I.F. FRAME SEALANT ALONG ENTIRE JOINT I I Or 47 n i I.F. FRAMEQ I-�---2.784 2 - � .082- A 082I II it 2.830 2.330 1.383. •�- -J .062 6 or 54 0 FLANGE FRAME HEAD ��..// #4002A,6063-T6 2.784--►� I 1.749 FLANGE FRAME SILL (LOQ WELD 6063-T6 6 Or ALONG #4003C, SCREW SEALANT OR GASKET BOSS(2) 2.710 I--1.513--j ,738 I AT HEAD AND SILL _ .062 490 � .040 I .062 . L] F---1.4s1•-�� VIEW D-D VIEW E-E (1�&VIEW HEAD$SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION 6 FLANGE FRAME JAMB 7 #4025.6063-T6 17 #4063,6063-T5 - - - - k- 1.342 #4004,6063-T5 USED AS RADIUS TOP HEAD 1.165 ( ) � .578 2.326 -T 1.096 T• F-j 2.279---1 .062 1.349 • 41 GLAZING BEAD, 5/16" 0.00 0.00:• O 1 979 #403913.6063-T5 •• .• :•: •. . ...... .. . ...... .062 2.155 1.707 0.0:0 0 • '�2 SASH SIDE RAIL """ .062 31 #4008,6063-TS .••. •• . ...... . . ..... 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) rM #4054A,6063HD-T6 #4006C,6063HS-T8 #4007. ...... ' fi063-T5 �C� .050' �, .678 : ' 0 ....:. 17i7V O . :..... • , . '� 1.098--�+--.�� . . ...... .878 42 GLAZING BEAD, 6/16" PRODUCI',l2EI; i complying with lite Florida ' #40448,6063-T5 Bui1d1og Codo { 2.326--� 1.096-�-•0-� +T (USED W/GRILL KIT) gcoeptancoNo �� ! .082 on aw 2.946 ,44 GLAZING BEAD 7/16" y ` 3.446 #4222.6063-T5 Miami ade J'roduct control 2.638 .683 .050 ' ,062 � .lt 111, .050 •678 -1.097 \�`.�"pt M/l4�rr,� -" GLAZING BEAD, 13116" IG ,�o.•• ' �s '••.,� ham--2.784---� 1.115--� -� 46 #4067,6063-T5 �Z:'' �'`G '•• '�c %. 69 FLANGE FRAME SILL (HIGH) 6$ SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,. 7/16 #4050A,6063-T6 #4061A,6063-T5 #986C,6063-T5 (USED W/GRILL KIT) ,lw W �O •• t O I ;' �tl J.J. 90!07/19 Re D NO CHANGES 7H/S SHEET S CAT S OF rK;- EXTRUSIONS& FRAME CORNER DETAIL i O ' FR� 0 ttert�ons 7070TECFWOLOt3Y DRIVE •., i 0J.R.. Owl/19 C NO CHANGES THIS SHEET NOKOMIS,FL 342UPDATEFRAMECORNERASSEMBLYTOINCLUDELF •--••. ALUM. SINGLE HUNG WINDOW IMPACT ' S�ONALRIG 99199!08 B. P.OMIS, 3 � f, RM A.LYNMMiLL2k, P.E. orawrren ami oefo NaKOM18,FL 34274 Vbi'bly Better F.K. I W1105 I 'JJ. 2123107 1 St1700 Haff7 of 11 4040-20 D FL P.E.#58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58:603 64.603 76.000 2-1/4"ELCO SS4 CRETE-FLEX ® 3-#12 SCREWS ANCHOR TYPE: p V V p U V p 0 U p L) U p U U p U U p U U p V U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS M Z ZM Z Z Z zM Z zM Z ZM Z ZM Z ZM Z z � O � � ONON � r- O � ONO � � � ONOrONONO 'roc�+0NO `— OcvoNOPON� N0 0 FOLLOWIING DIMENSIONS. WIDTH TYPE V V V C3 V U V U V U � U U U U V U HEAD-181/2"MAX. FROM TOP CORNERS JAMBS-171/2"MAX. FROM TOP CORNERS C,D,E,F,G, 1 _1 1 1 1_ 1 1_ 1 1 _1 _1 _1 _1 _1 1_ 1 _1 _1_ 1 _1 _ 1 _1 1 1 15"MAX.FROM BOTTOM CORNERS 19.125 H,I,J,K,L -1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 g 6"MAX.BELOW MTG.RAIL _1 _1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 A SILL-ANCHORS NOT REQUIRED A'B'M 1 2 1 1 1 1 1 2 111 1 2 2 2 1 2 2L2 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 3 `2 i.-3 3 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, ffllfi NOTE 2. H,LJ,K,L 121 I 212121 2221222222222222222 1 22222322233324.000 _ _ _ _ 1 ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A'B'M 1 21 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 AF�GEDlu WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 _1_ 1 1 _1 2 1 1 2 1 1 2 _1 1 DESIGN PRESSURE LIMITATIONS: 32.000 H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A A'B'M 1 2 1 2 2 2 2 g 1 2 2 2 2 3 1 2 2 g 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4T4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 _1 1 1 1 2 1 1 2 1 2 2 1 2 2 _1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PRESSURE FORTH •••• 37.000 RESPECTIVE SIZE •6099 • •••••• 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS'.. • A,B,M AVAILABLE. :0: • 221 222231223232223232223232323342333343334353344 '••••00:09 " 0 0000•• PSF79 •00•00 C,D,E,F,G, 2 2 2 2 2 2 2 2 ' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0.00 •• 00.09 40.000 H,I,J,K,L Z 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 •••••• . .. . ...... 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0.00• •• A'B'M 221222232223232223232323 442333342334353334453344 00.00. ® ...... PSF 79 • . 0000.0 TABLE KEY: • C,D,E,F,G, 2 2 2 2 2 2 2 2 _2 _2 2_ 2 2 2 2 2 2 _2 _2_ 2 2_ 2_ 2 2 .0 44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 d 5 3 4 4 5 MM. PSF DP LlMiTED 198 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 PRODUCTREVISED as complying with the Florida 212 2 2 2 2 —2T31-272.2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 JAMB ABOVE Z Building Code %CPSF 79 79 AcceptanceNo MTG. RAIL ti =ftd,,tC..ft. ,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 H,I,J,K,L 2 22 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 Ml-G. RAILiami ad A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 213 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3T-51-3 3 I-3 F4 3 5 3 3 4 5 4 6 3 4 5 5 (FULL DP) I I I I r l! PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 J2- 2 _2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 �MTG. RAIL 2: `'53.125 H,I,J,K,L 2 Z 2 2 Z 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 6 4 . � 5go52 2 2 2 2 _2 2 2 2 2 3 2 2 3 2 2 3 _2 2 3 2 3 JAMB BELOW Z * : NA'B'M 2Z2222233d2334342334343334353344453� 345463445 MTG. * �� �� � LUZ of J.J. 90/07/11 D NO CHANGES 77-M SHEET '•,. S-10 p• •'(� ft. 107oTECHNOLOtiYDRIVE ANCHORAGESPAClNG, 1/1 WINDOWS , p FLotz%o.•• „�; �, � '0.0.......0• J.P. 04/01/11 C NO CHANGES THIS SHEET' NOKOMI8,FL 34276 �C` F.K• DaW 11/13/08 B ADD D ANCHORAGE. HERANCHOR AND RE97MOTEO BYSRE P.O.eQx 162e — ALUM. SINGLE HUNG WINDOW, IMPACT ''��SSIQNA4 t>m,si. t ,chew d pel NOKOMIS,FL 34274 Visibly Better °i A.LY��I�tUIILI! ,P.E. FK 7119/05 J.J. 2/23/07 SH7W NTS 8 � 77 4040-20 O FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 -1/4"ELCO TAPCONS 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.1 1 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. 0 U U 0 U U 0 U U a U U 0 U U a U U 0 U U O U U o z zMozzoozzMo zzq zzv o zzcno z Z o zz2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS N NOocO ` 0 0C- 0IN 0 ' 00. 0 Oeo - ov 04 o8 -4 00 0 FOLLOWING DIMENSIONS: WIDTH TYPE U U U UU U HEAD-181!2"MAX. FROM TOP CORNERS JAMBS-171/2"MAX. FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 - -1 _ 1 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2221 222221 2222222222222222222r2322232322232 6"MAX. BELOW MTG.RAIL 19.125 1 1 1 1 _1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QSILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 2�2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3E2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,IAK,L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 —21"2 :2L2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 F21 ,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M1 1 1 1 1 1 1 fl12 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 2 1 12 2 22 22 2 2 2 2 2 2 2 2T-2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 732-, 2 2 3 L2 ARE1"LESS. PSF 68 77 5a . DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1OVE THEM,INDICATE A 1 1 ±23 -222F2 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 11 1 1 1 9 222222332233333233332233433243433243MAXIMUM DESIGN PRESBOLD ITALICIZED VALUESURE WITHTH QUANTITY A,B,M 1 1 2 1 1 2 1 1 1 1 1 1 1 1 _1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 11 22222222332233333233332233433243433243 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FORTH 0•.. RESPECTIVE SIZE • 0000 C,D,E,F,G, 1 1 1 2 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE I • 37,000 H,I,J,K,L 11 1 11 1 222222232223332233333343333233433243443243 AVAILABLE. • 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ••'•• • 1111111 1 1 212 2 2---2T2 2 3 -2-F2--2--[-i--373 2 2 -3T3 3 3 -3-F3.-473 3 3 3 2 3 3 4 3 :3]-2 4 3 4 4 3 2 4 3 • .... . .. ..... PSF 54 79 62 79 1 1 60:96: ..... C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 09 00•• 40,000 H,I,J,K,L 1111 11 2222 22 33 223333223343334333 3343 443343443353 ...,;• A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T2 2 2 2 2 2 2 2 2 ® ••• �••••� 111 9 111 222222232233332233433343333343443343443353 TABLE KEY: • PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 44.000 H,I,J,K,L 1 F FiTi 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4=4 3 3 4 3 4 4 3 3 5 4 (DP LIMITED) '117 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 RcOompi�gg witi,Stheei1orida A,B,M -- -- -'i-F4­3-r3 - - - - JAMB ABOVE 3 3 ding Code 111 1 11 222222332233342333 43443343443343443354 ccNolt•1t�1 �+ MTG. RAIL PSF 45 74 51 74 79 79 pir® °� _ O C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 4$•000 H,I,J,K,L 111 1 11 222222332233343333443344443344444354444354 MTG. RAIL iami adepeoduccContro• A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2_ 2 Z 2 3- 2 2 3 2 2 FULL DP 1 .11 1 11 222222332233343333443344443344444354444354 �-� PSF 41 67 46 67 76 79 HEAD 2 ���y 010•M/��F�'i,� C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 `��O,.y`���tSB •.,..*�� 53.125 H,I,J,K,L 1 91 1 11 222222333333443344443344443344554354554354 MTG. RAIL _; Q.• 58745 = * : A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3- 2 3 _3 2 2 _3 _ 2 3 3 2 3 J �LAW _ No * •. _ 1 1 1 1 1 1 2 2 2 2 212131313 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 0, to �p b) ; ��; R"wey. met 7tevfabne: �n of JJ. 10/07/77 D NO CHANGES THIS SHEET ANCHORAGE SPACING STANDARD VIEW % • $tA P '• C9 newodar. aft. 1070 TECHNOLOGY DRIVE ��O '•., FLOR��•'� � JR. 04/01111 C WDftY9146Y0 WPMBVI OMOR QTYIS RESTRICTED BYSIZE. NOKOMIS,FL 54276 =KaT- *"� E ALUM. SINGLE HUNG WINDOW, IMPACT ''�,SSIOW F.IG 77/13W B ADD DP MAJ4 WHFREANC R QTYlS RESTRICTED BYSlZ!~ NO FL1520 34274 + A.LYNN MILS+EIS;P.E. nmm,w I cater o Visibly Better FJC 7/28!05 J.J. Z/23/07 SH700 NTS 9 �+ 11 41?40-20 Q FL P.E.#68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD &JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1 -1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 1 33.754 39.298 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: a U v o U 0 O U U o U V o U U v 0 0 O U U o U U 3-#12 SCREWS '� ONz � z �'� ONZPzMONZ � ZMOC43 � z � Z � Ocl Nz � zM0 z � zMONz ,rzMO Z � z 2•ANCHORLOCATIONSAREBASEDONTHEFOLLOWIING WNDH TYPE W GLASSN 0 U Q 0 U 0 U 0 U 0 0 0 0 U U HEAD$18812"MAX. FROM CORNERS 19125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS K,L - _...._.___ _...__...____-----.--.- -._---____--..--_...__....._ - --.�_. .._.—__._..._-- -..._._ ..___........_......_ _ Y.._..__.___._....-.-._........_._........-.-...-._._. 111/2"MAX.ABOVE THE MEETING RAIL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3-1-1-1-2--31 3 2 3 3 3 3 �s MAX.BELOW MTG.RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX,FROM BOTTOM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 1-2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED .� D,E,F,J, . 1 1 1 1 _ 1 _1 2 1 _ 1 2 1 1_ - 1_ 1 1 1 1 1 1 1 1 - 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 9�- 1 y 1 2 - 2 2 -- 3 2-- 3 - 3-_3 3 3 2 - 3- 4- - 3-- 4 - 4- 3 4 - 5- 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L .._.__ -_._r__._.-_._ _ __-. _____..�_-__._ _..._._._._- -.._-..__- 1-- 5 _.-__... --5,- I --_ ®WINDOWS ARE 125/8"MIN.TO 38"MAX.1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 4 5 P.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 _ 2 2 2 1"LESS. K,L 1 1 1 2 2 2 - 3 3 3 4 -3- 4 4 3 4 ^4 3 5 4 1 4 - 5 5 4 6- 6.DESIGN PRESSURE LIMITATIONS: PSF 79 78 79 77 79 79 79 A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2ITE-5 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KX 1 1 1 2 2- 2 3 3 3 4 4- 4 4^ 3 5 4 3 5 5 -- 5 4- 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 78 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 1 2 2 2 Z 1 2 2 2 3 2 2 2 2 2 3 2 2 3 22 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS •••• K,L 1 1 1 2 2 2 3 3 3 4--4 4 5 4 5 5 4 6 5 1-4IT'" 6 1 5 6 AVAILABLE. .•. ••`•� sees;• PSF 79 79 83 71 79 84 74 88 TT 89 89 A TABLE 7. KEY: ; • ...;;. 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 ��[ 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX. PSF *see* • K,L 1 1 1 2 2 2 3 3 4 4 4 � _ 4 5___8___-5_ 6 - 6 5 7 6 _ 5 7 """ (DP LIMITED) 7112 ' ' .... . .. ..... ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 ;';;' ;;;;;e JAMB ABOVE 2 TABLE 8. .. .; MTG. RAIL sees** SASH HEIGHT sees•• SUBSTRATE. 12.776 15.776 18.776 21.776 24,776 27.776 30.776 31.106 ' ' '•"" FULL DP • ANCHOR TYPE. c �y � 0 0 o � � ov v U � t' � o � � a �—� •• • WINDOW cm z Nz z � ONZ z0 0Na � z � `� Nz rzv N +r � ONz �., z � N HEAD 2 cC� tg $ cg c c� c� c� c� $ c3 WIDTH JAMB ABOVE 4 19.125 1 1 1 1 2 1 2 2 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 R©DUC1•REVISEI) 24.001 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG. RAIL ..�r vulilillte 1'1ut�da i ' coft 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 cetanComov9p 37.000 79 A TABLE 8. KEY: 2 1 2 2 1 2 2 3 2 3 3 2 3 3 1 3 3 =3 3 4 3 3 4 3 4 „ Coaaal 40.000 74 1 MAX. PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 192 68 78 JAMB BELOW 44.101 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG. RAIL �`� O��,.......LYNN M/z�� �� .t`2`.• �GENSF ' .'p � 48.100 0372 79 ►:.' 2 2 2 2 2 2 3 2 3 4 3 3 .4 3 4 4 3 4 5 3 4 5 3 4 FULL DP T8 S8 88 72 JAMB BE' W 2 _= * N�•5$745 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG. RAIL _ �!Sr(A-Tor-f FJ.J. 10/07/11 D NO CHANGES THIS SHEET % 0P •� � nevrewne 1070TECIiNOLOOYDRNE ANCHORAGE SPACING, CUSTOM VIEW ; '••.,,ato��o,.••' J.R. 04109/19 C NO CHMGEs THIS SHEET NOKOMIS,FL 34278 r T ' S/pN A�- DNO s ALUM. SINGLE HUNG WINDOW, IMPACT ►, ,,.�` F.IG 19/13!08 B ADD DP M okX WHEREANCHOR QTYIS RESTRICTED SYSIZE P.O.Sqx 9628 x, Date �,; NOKOMIS.FL 34274 V j�jy e: °i A. LYNN ItIf�ILLLI�, P.E. F.K. 7/2910b J.J. 2/29J(?7 SH7W NTS 10 d !1 4040.20 7D . FL P.E.#58705 ® EXTERIOR INTERIOR NOTES:� 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAILS) " " APPROVED 114 ELCO TAPCONS OR 1/4 SS4 CRETE FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". 3.35 KSI MIN.CONCRETE (SEE NOTE 1 &3)® 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#12 STEEL SCREWS(G5)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE e.:;,..•;p ;:'° '.a 13/8"MIN.,1/4"TAPCON ATOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE M; •1 3/4"MIN., 114"CRETE-FLEX 1 3J8" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" OPTIONAL 1x a MIN. ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) — t 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" 114" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 1 " MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1J4"MAX.SHIM MIN: 1J4"MAX.SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. .. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT •; WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, •° FH BELOW MEETING FH BELOW MEETING *see RAIL.(SEE NOTE 1 &3) RAIL.(SEE NOTE 2&3) �.• .. . V: ' 3.35 KSI MIN,CONCRETE INTERIOR •• •• 'es ' i •... . r, OR 1.5 KSI MIN.CMU Q ••••• • JAMS DETAILS) •••••• EXTERIOR 9 • 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK "�• so ". SUBSTRATE(SEE NOTE 4 (SEE NOTE 4)/jK •e ••••.. . . •.•••e DETAIL C DETAIL D ' TYPICAL FLANGED JAMB ANCHORAGE '••'�' 1/4" • MAX. SHIM 1!4° WOOD FRAME MAX. OFSHIM RODUCT REVISM WOOD FRAME as complying with the Florida Building Cade .131"DIA MIN. T Acceptance No x 21/2"NAIL, Exp n wto U U .131"DIA.MIN. AT CORNERS x 21/2"NAIL, AND 5"O.C. WOOD FRAME Miami doprodttctCantro AT CORNERS nn'A' AND 5"O.C. .131"DIA.MIN. nlilitl MAX' AT CORNERS V `\����N.� 1.YW ..M/[4�'//'i SHIM AND 5"O.C. DETAIL F (HEAD) I E DETAIL G SILL '*' No.58705 (H ) DETA L , {JAMB) , (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ,& % II RetedBO. Date: Rod*=. �� � � f W J.J. 10107111 D NO CHANGES TNS SHEET 4 STA 'C 1070 TECHNOLOGY DRIVE r -�- ANCHORAGE DETAILS .0 10 •. pLORtipQ;.•' ��� J.R.• OM1111 C NO CHANGES TMS SHEET N010MIS,FL 34276 ' �i �' •• IF • germ Rem. ADD IWMGRAL FW ANCHO GE UPDATE B REORDER NOTES. ALUM. SINGLE HUNG WINDOW, IMPACT /'�`sS10N AL FX 11/13/08 B ADD NOTES R UPDATE CONCRE+IE EMSEDMENT DIM. PA BOX 1520 �� t� P.E. soe a> + cxd DewNQKOMIs,FL 34274 Y1stbly Better A.LY&MILLORkt,SH700 NTS 11 a 77 404a20 D FL P.E.#58705 F.K 8/1/05 J.J. 21230! SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL GENERAL NOTES: .► MISSILE IMPACT-RESISTANT PRODUCTS log ' 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE x FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES........................ 1 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, FIGURE 1: ELEVATIONS.....„......».. .».».»....» 1 0 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULTIPLE OPENINGWOODa IY MULL TO 2X ...........«.»..».» 2 w WIDTH FOR VERTICAL MULL ARCHER TO 8E MULL TO 1X&MASONRY..,».».«.«2 MULLIONS --� SEE DETAILS INSCRIBED INSIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES...............„.2 � / A-D,G.H; RECTsEANGULAR HAVE BEEN TESTED AS°FREE-FLOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO MASONRY.......„.»....»...3 I SIR SHEETS 2.3 NOT HAVE A GAP OF MORE THAN 1/4”FROM THE CLIP. MULL TO STEEL STUD..»..».»„._..3 cv 8 MULL TO MULL................»........3 to 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 70 RESIST THE WMANCHOR SPECS...................3 DLOADS CORRESPONDING TO THE REQUIRED CLIPS.....«.»„.»....a Z DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0ALTERNATATE 180.THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL INSTALLATION__—4 0 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.125 MULL SPECS.........a J 1 X 2 X.376 MULL SPECS«.......„.8 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 x 2.76 X.376 MULL SPECS.»..».»7 SEE DETAILS / I III / �t I INSTRUCTIONS. 1 X2.76 X AS MULL SPECS„«»„„„8 Z a: A THRU G: 1 X 3.126 X.600 MULL SPECS......»9 W Q o SHEETS 2a __ I _ _ 1 co co SEE a 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECS.--.-.—.10 t 1 X 4 X.376 MULL SPECS.„..„_».„11 � Q � SHEETS 2.3 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER 1.26 X 3.188 X.286 MULL SPECS...12 � ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 2 X 4 X.26 MULL SPECS...........13 OHEIGHT PENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 6 X26 MULL SPECS---.--.14 � MULL 1.26 X 2.11 X.125 MULL SPECS....16 Z W ? � LENGTH HORI FOR 1.26 6}WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE X 326 BAY MULL SPECS.„......18 E(S).E SHOWN ON THE TABLE(S). 48•x$.26 SAY MULL SPECS__17 MULLION DETAIL E. MUU' J MUON&CLIP DIMENSIONS_.18-20 SHEET'3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST EXAMPLES 18 2..„.»...„.».»....»„.„21 Q N r BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EXAMPLES..„„....„.......22 � AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT IS • O • FENESTRA REACTIONS. • • • Z tiD PRODUCTSTION MAY •••••• • .W • •• BE OF ANY TYPE. 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSNAF&PA NDS FOR WOOD CONSTRUCTION; ...:.. IS W • •a •, WSTBE ADM-ALUMINUM DESIGN MANUAL Y MANUFACTURED •""• �' • (/} • / III _ BYPGT. •.•• • •• • 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ••••• , -- CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH • •• • (� PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. ” ” ” �•� ,/SEE DETAILS 414141414141 HORIZONTAL A"D't3.H: 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. • , •�'! MULL SHEETS 2-3 LENGTH HORIZONTAL i ••• • •.• ••• MULL INSTRUCTIONS: •• • LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT S/FT' FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR"TRIANGULARiTRAPEZOIDAL". � ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 13A,ON SHEETS 6 THROUGH 17 PRODUCT RHVISED RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING as complying with the Florhda MULL �---OPENING WIDTH__) I+--HORIZ MULL LENGTH--I VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE B'dld'nB�e LENGTH I REQUIREMENT(LBS/FI'')FOR THE OPENING OBTAINED INSTEP 1� Acceptance No 2 ! Expiration Date Otto OPENING 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED{LBS).THIS ay �� VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL By ado Product' OPENING MULL FOR HEIGHT LENGTH +� MULL MULL HORM MULLION CAPACITY. .01111111I.. LENGTH L L 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� V,(N M q��, ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ,EIdSE'••,FAQ �i�� ANCHOR CAPACITY IS MET. SINGLE MULLION SINGLE MULLION OPENING WIDTH 5g?05 FOR VERTtcAL MULL 7)IF THE MULLION CAPACI'T'Y(LBS/FTs)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT{LBSIFTs) �-�c ; No• .• Li OPENING WIDTH FOR THE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY = FOR VERTICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE w SEE CORRESPONDING DETAILS MULTIPLE MULLIONS C�I( FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL ���•'• gT 3E f .'�•�. : MULLION CAPACITY(LBS/FTS)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE i 0 f=COR�O�'• �: MULLED FENESTRATION PRODUCT ASSEMBLY. �i�� •••••' ��.` 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYWIMllttlWP.E. FL P.E.#58705 DETAIL A. DETAIL B: MULLION ' o MULLION TO 2X WOOD BUCK ""UPON MULLION ATTACHED TO 4X BUCKSTRIP TYP.ANCHOR a OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, a� OFFSET CLIP SHOWN B-108 { ) (STANDARD CLIP SHOWN) ATTACHMENT SEE SEE TABLESIBYOTHERS, ! SEE NOTE 1, MULLION I ! BHEET 1. ; .. . ..: ,•�: •y•:;.,,. pyo 1 EITHER THE I SEE SHEETS MIN 27 KSI ::• ••:: ;" ;' STANDARD e ' v ! I i 1&L TRANS E .4 j° I I CONCRETE OR CMU'' EDGE E, ..f •.•.. ��DISTANCE, J OFFSET MULL v e EDGE41:� e e I SEE SEE TABLES EDGE DISTANCE 18-108 CUP MAY BE I I! DISTANCE v I. e FOR MASONRY INSTALLED B 4 e ! FOR WOOD I I v ANCHORS W Q O THIS METHOD. e - SCpx" MAX FOR ° v4 a ! I I SIDE VIEW v t!0 4 ALL MULLIONS 4: v ' O tU e v 4 ' 'e. v e e EITHERTHE H e e' v. STANDARD OR V 4• 4 v .4 OFFSET MULL Z v IF L.r 4 4 e °90 EXTERIOR ;a a e o• a INSTALLED BY v' EDGE THIS METHOD. (/� v • 4 e e •. v 4 DISTANCE '. ? L Lv FOR e e. 6 v a • • z e— v MASONRYANCHORS a ' • • •• • O • . J e e• e. •••• • • •c • v• . EXTERIOR e4 a ° a •••:•• •• g •• • •� 40 •• •• • • _ TYP.ANCHOR TYP.ANCHOR.ANCHOR PER �••�•� •+� • • • • • i PER SUBSTRATE, SEE Tu LES I B 0D SEER TABLES 1 0B • • i• • a� SEE TABLES 18-108 EDGEIEND • • • •••••• DISTANCE • • • • • • �- SEE TABLES BUCA IP •• • EMBEDMENT BUCKSTRIP 18-108 ,: :•�• ;• �•:.,. .. ATTACHMENT AND BY .. ••a ATTACHMENT .., • .< EMBEDMENT•...y •.++.. g,�::�;.:.P '".e'• ;. SEE NOTE 1, �' °' '�: :i` '•, `: BY OTHERS! 4Y ry...' •1: rt• :{ SHEET 1. • •� .r. .:•y,..::.A•iy SEE NOTE 1, +• y� ' "B,., �: i• .. ' moi'.. = 11L.•• �,;, SHEET 1. r• :� s' + J . . .S• •.� '.. •t f. . '`: M1N•2.7 KSI CONCRETE OR .. . Ctanl ' SIDE yrL=W FRONTyrEw PRODUCTREVISHD as conplyitt with the Flo ida Buildft Gale FRONT VIEW AccepumeNo - att rate t� INSTALLATION NOTES: By Miam Dade Pradl�t 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �Ilillill// 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \`�� O��•..... •�(�� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �`T•,• ' '• 'Q CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. a 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET& Lu— S-Trn o f1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED %�,��•.,.•�LOR�pA.•��\\. ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. `SSIO �L A.LYAfNIMIU R,P.E. FL P.E.#58705 DETAIL E: DETAIL C: ---IL MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: V 'a MASONRYSTRUCTURE (U-CLIP) It (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN'TEE'OR"CROSS° C �� INTERSECTIONS. i 4 vaR1Es c� � I 2)MAY BE INSTALLED HORIZONTALLY d 1 TYP.ANCHOR (SHOWN)OR VERTICALLY. EITHER THE PER SUBSTRATE, i O FS� I I I SEE TABLES 9B-10BL 3)SEE U-CLIP DRAWINGS,SHEETS 18-20 CLIP MAY BE I I I . TOP VIEW FOR CORRESPONDING MULLION. N m INSTALLED D. 11 1 EDGE DISTANCE MULLION Z THIS METHOD. I 1 1 • O FOR MASONRY I ANCHORS VARIES 1 I I Io I ° o. #12 STEEL SCREWS, � —SELF-DRILLING OR PRE-DRILL g MULLION AND USE SMS EXTERIOR 4 �3 a MULLION 1=- Z o EDGE DISTANCE FOR MASONRY ° Z U ANCHORS e ° INTERSECTION U-CLIP I V ..JI TYP,ANCHOR ••.d EXTERIOR e.[ Z . . o •a• w PER SUBSTRATE, 4 © • • •• • SEE TABLES 18-108 • TYP.ANCHOR SEE SHEETS 98-20 FOR " • • %h• I-- ; BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS •••••• • d, • • AND SEE TABLES 18-100 ' -•� ATTACHMENT FRONT VIEW EDGE a :. ,•...' ;... BY OTHERS, . DISTANCE •••• •• � � EMB�1�I I•' .' 4.' ,; e.: "'�•: SEE NOTE 1, a ° . :• ' '. SEE TABLES •0000 % •Ii• •• • SHEET I. r., ••'�„ a• 113-10B •••••• • Z EDGE .. •a 9?�! . . � MIN 2.7 KSI CONCRETE OR CMU SEE TABLES see:*: MIN 2.7 KSI CONCRETE OR CMU 18.908 SIDE VIEW_nlsTanicE • • % % • FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO •• %•% • STEEL STUD so (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A PER SUBSTRATE, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE TABLES 18-908 ® PRODUCT RBVlSSD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 0. `���\ s�&�R ��m�y�w1t},�pW#p CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .� ��` HOLE Buildusg Code j FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. A tame No \ � . LOCATIONS �tionL�ate 3j ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ® BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � Mi a&Pmdud' ® ��ll{IIII!/JJ 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EWE E \1�� 0�� •���� �!�' ELCO ULTRACON OR ELCO 1/4!'S-S.AGGREGATOR MASONRY ANCHORS. ..... FOR STEEL STUDS.THINNER THAN SEE TABLES �� .�'t`..••'�{', '•. �i FRONT VIEW 18 GA AND COMPLIANT WITH THE FL BUILDINGCODE,A 2X WOOD BACKER 18.108 Q��; �' '•,•.* ATTACHMENT BY OTHERS. MUST USED. * N0,58705 EXTERIOR USE WOOD ANCHOR SPECS NOTES: SIDE VIEW � • �tlA .• , tij � ' '�1 FOR 2X WOOD-BACKED STEEL STUDS,WOOD � E F •t' ANCHOR VALUES MAY BE USED. %��.� ' FLORIV�"' is '• ......• 2)SEE CORRESPONDING MULLION TABLES, �S&/IONI'�ER, ` SHEETS 6-17,FOR QUANTITY OF SCREWS. A. LYNN I LLP.E. FL P.E.#518705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) BAY MULLION INSTALLATION r� (ANGLE CLIP) (ANGLE CLIP) ' SEE DETAILS A-E, 30.OR 48• SHEETS 2 AND 3 FOR INSTALLATION e TO SPECIFIC SUBSTRATES. BAY MULL w �' MULLION O O Z 0 0 0 0 0 0 ° ° F9 :1 No SIDE VIEW O I TOP VIEW W pG . I I m V SHOWN WITH rxa•x.125• + TOP VIEW MULLION I EXTERIOR I I I TYP.ANCHOR I PER SUBSTRATE dh I I I SEE TABLES 2B OR 139, Z STANDARD MULLION CLIP + TYP.ANCHOR I I I `2 \ MODIFIED TO FIT FIELD I I PER suBbrRATE, I + EXTERIOR \ ` CONDITIONS. I SFE TABLES 18-110 m P \\ I + I I I 2•XWANGLECLIP, • • �'. ` \\N I I I I I I 2 PER MULLION END,MUST 09 • • • z • • \\ MULLION + I I l © I INSTALLED INSIDE OF SAY MULL,.,• • • I III + •••.•• g N II I I ® •••••• •W a •• • • \\ \ II I I 2•X 8•X.125• �••••• �• • . I+ I + ANGLE CLIP. •••• • •rr •• • I + I 2 PER MULLION END. •••••• _ • • I + I MUST BE INSTALLED • • •• •'� I + INSIDE OF MULL. •••••• • (L TYP. I • • •• i • ••• :••••: TYP.ANCHOR � • • • PER SUBSTRATE' •• • SEE TABLES 1 D-10B INTO WOOD, STEEL,ALUM INTO WOOD.STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIORALUM,CMU OR MASONRY MODIFIED IN-FIELD, EXTERIOR ' --4r aEpO�D PRODUCrPXVISBD ® ® qrT BuUd gl Co with the Fla�ifde INTO WOOD,STEEL, Acc pto4No J ® ® ALUM.CMU OR MASONRY ' 49 EDGE L'f DISTANCE By PER Mien IEDGE ANC OR DISTANCE \ �� \, ..,��� PERANCHOR NOTES FOR INSTALLATION OPTION G 8 H: NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. rj�;' �' ••'•. >*C t4o.58705 r 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.125"MULLION. 2)DETAIL G:SEE TABLES 1B-11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 2)SEE TABLES 19-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR !S 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. %DiC� '••., A. LYNU MILER,P.E. FL P.E.#58705 TABLE 1A Mullion Capacity Table m- f& a Opening Width(for ver0WffY-spannirG mullions)or Opening Height(for horizorde*sparmin9 muMors) te 50 in 80 in 70 In in 90 in 100 In 120 In 140 In ISO In g le a Rectangular Trep/Trrerrg, Rectangular Trep/Tdsng Rectangular TmplTrW% Rectangular TrapPfrlang. Reetergdar TreplTNang. Rectargl►dar Ta pffrlm4 Rectangular Trep7dm4 Rectarvww TrapdTrierig. Rectangular TaeprldaM 7 x 2 x.126 Ln9 Long Loading Loadlrtg Loading Loading Loatfap Looming Loadbfg Loading Loading Loading Loading Loading Loading Loading LOW" Loadtng Alum,Tube If I II g 1 CO) 42 U 111.9 408 128.8 332 9&2 408 118.6 325 79.9 408 107.8 32'1 89.9 408 104.4 319 82.1 408 104.0 318 68.9 408 104.0 319 48.6 408 104.0 319 39.9 408 104.0 318 38.0 408 104.0 319 0 481n 74.9 312 4&8 268 614 312 73.4 252 53.8 312 67.0 248 48.8 312 6&2 248 41.8 312 81.3 244 37.8 312 61.0 244 31.2 312 81.0 244 28.8 312 81.0 244 23.4 312 81.0 244 "t 50,825 to 83 9 281 70.8 234 83.2 281 81.8 228 45.8 289 6$.7 224 38.8 281 621 222 36.5 281 601 220 31.9 261 49.3 219 28.6 281 49.3 219 22.8 281 49.3 219 20.0 261 49.9 219 W 541n Ole 247 57.6 207 4&9 247 49.8 '202 37.8 247 44.8 199 32.9 247 41.6 188 29.2 247 39,4 194 2&3 247 38.4 193 21.9 247 3&1 193 1&0 247 3&1 193 18.4 247 36.1 183 m ® 60 In 38.4 200 41.2 170 320 200 36.4 188 27.4 200 31.5 163 24.0 200 28.9 180 21.3 200 27.1 159 19.2 200 25e 157 18.0 200 28.0 156 D 831n 33.1 181 35.3 168 27.8 lei 30.3 162 23.7 181 2&9 149 20.7 181 24.5 146 18.4 181 218 144 16.8 181 21.7 143 68 In 28.8 185 30.6 142 24.0 186 2&1 138 20.6 185 23.1 138 1&0 188 21.0 134 Z M72 139 23.3 120 18.8 139 Me 118 15.9 139 17.6 118 z Q. 9 126 19.7 109 15.7 125 1&8 107 J y Q J �' 7.8 118 78.2 104 . J `, • •� . .TABLE 1B � Z• ANCHOR CAPACITY ADJUSTMENT FORMULA: • ' ' qt Anchor Capacity►Table(lbs) F� 721n 2.7k Concrete ANCHOR CAP.,, ,,, ...••. •_•N3.5k Oona. Hollow CMU Filled CMU PT Wood Metal (DP„F,)X t ) -ANCHOR CAP.�. . rMULLION CAP. ••••••SM8"�� n 114"SS Eico $118"Eloo 114"SS EIQO 91081881 fil'12 81881 1112 Steel An0h0r Cpp Pattern A"au1s"Sam tUir 114"! LntnrconLlIftecon 9118°Eta ulirn 114 Etao Ultr�on USE THIS FORMULA TO OBTAIN THE°ANCHOR •••• XAggregator Uureoon Aggretietor Screw(GS) Screw(G5) Screw(G6)Edge Dista1" 2-U2" 1" 2112" 3.1161 1" 2111 1" 2-Wr r 3-116" r 0.48" 0.54• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN '••••' : ' r •K • Embedm -314° 1.914" 1-314" 119/4" r 1-114" 1-114" 1-114" 1-114° 1-1/4" 1-114" 2" 1-3/e" 1-3/6° (see note a) ACTUAL PRESSURE REQUIREMENT FOR THE •••••• • • 2 Anehore Q 4.77 Min O.C./Siardard or Offset Cup(R9.1): 380 Om 300 We 460[be 890 Ibe 1844 Ibe 7701be 280 Ibe 354 lbs 740 11m 488 Its 664 0m 11821be 328 u33 420 We Goo on OPENING,WHEN IT IS LOWER THAN THE MULLION .. ••' d T d! a Arrohcls(�1.15"tYibn o.c 1 Standard(or offer)Cffp(F►9 �: 48a ibe 700 ft WA WA WA WA 380 no WA WA WA WA PVA 652 lbs 840 lbs 1120 Ibis CAPACITY(FROM THE TABLE)OF THE SELECTED ••.•.. �3 4 Anahole®3"Min.0•C./(2)2x8 Angle(711ps/dig•3): Iso roe 780 Hm SBO ft 15M lbs 1898 lbs 540 Me sea lbs WA leo lbs 938 f eao 1� 2364 Ibe 052 lbs a40 lbs 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR : ' : • ' 2 Anchors 048"Min O.C./U•Cup,into 118"Alum.(Flg.4): WA PVA WA WA WA NIA WA NIA WA WA WA WA WA WA 718 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-M(Fig.5): 195 ft 195 Ibe 225 lbs 445 We 871 ups 135Ibs 140 Ibe 177 The 370 We 23411, 332 lbs 591 no 183 on 210[be 280 ft ADDITIONAL ANCHOR OPTIONS FROM THE . ... •••• 2 Anchors 1.18"Min O.CJ F-C1ip(Fig �: 240 350 Ibs WA PVA WA PVA 190 gas PVA WA PVA WA WA We uta 1 420 una 560 ft ANCHOR CAPACITY TABLE. •s e• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: O ! • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCT1tEV1SBD m complying with S60 Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Building Code j 1.000" r-' Acceptance No �- FIGURE 3: _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Eft 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. Mi a 'e prodtSct EleALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 2,000" THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •1 p �` O� ........M��1F���'� FIGURE 4• FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ` ��.• ��GENSQ*% YELLOW SOUTHERN PINE WITH AN SG OF 0.58.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 AT1"X 2"X.125"MULLION = NO.58705 f • • i LEAST A 250 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = *00m - OY THE MATERIAL •'• -11-freLu Z O Ole , SIONM-%% ' A.LYNN MiWgh, P.E. FL P.E.#58705 TABLE 2A 8 UNIon CaPacKy Table IbsW Opening Width(for varlicalV-spenNng mullioris)or Opening Height(for horizonto*spanning muillons) � 2 w M 90 M 70 M eo to 90 M 100 M 120 In 140 In ISO in CIL Rectangular Trap/Triang. Rectangular TowTda g. Reotanplar Trap/Triang. Rectangular TrapfWang. Rectangular Trepadanx Rectangular Traprl'riang. Rectangular Traplydeng. Rectangular Trap/Wang. Rectangular Trep/Trieng. 1 R 2x.375 Loading Loaft Loaft Loaft Loading Loatibtg Loading Loading Loading Loading Loading Loading Loading Loading Loading LoadingLoading Loading o` Alum.Tube o Y fit [ to 4 SE c. :8 < IE g lc SE 2E Q tr Z 42M 970.0 820 170.0 436 961.3 882 170.0 478 128.7 882 170.0 b� 113.6 982 1888 618 1�.9 862 189.8 517 80.8 892 186.9 617 75.7 882 168.8 817 84.8 882 188.8 517 68.7 882 188.9 517 0 48 M 121.8 607 138.0 418 901.4 b07 1192 410 88.8 607 108.7 403 78.0 607 102 8 398 87.8 607 89.6 397 80.8 607 89.0 396 60.7 807 09.0 389 43.4 507 89.0 398 38.0 soy 99.0 396 .J-I 60.825 M 103.7 468 114.8 378 88.4 458 98.8 371 74.1 Arg 80.6 384 84.8 458 84.8 3� 57.8 468 89.3 357 51.8 456 80.0 356 43.2 459 80.0 318 37.0 480 80.0 358 32.4 456 80.0 366 2 54 M" 85.4 400 93.3 338 71.2 401 80.9 328 81.0 400 72.7 322 53.4 400 87.3 318 47.6 400 64.0 316 42.7 400 62.3 314 35.6 400 61.8 313 30.6 400 61.8 313 26.7 400 81.8 313 m O 60 M 82.3 324 88.9 276 61.9 324 67.5 270 44.6 324 51.2 284 38.8 324 46.9 288 34.6 324 43.9 257 31.1 324 42.0 285 28.0 324 40.5' 283 22.2 324 40.6 263 12.8 324 40.6 253 03 M 53.8 204 67A 252 44.8 294 49.2 246 38.4 294 43.8 241 33.8 294 38.8 237 29.9 294 37.1 234 28.9 284 35.2 232 22.4 284 33.5 230 18.2 284 33.4 230 18.8 204 33.4 230 sre 88 M 48.8 288 48.8 230 38.0 288 42.4 226 33.4 288 37.6 221 28.2 288 34.1 218 28.0 288 31.8 215 23.4 288 28.8 212 19.5 288 2&0 210 16.7 288 27.7 209 14.8 288 27.7 209 Z 72 M 3&0 226 37.8 198 90.0 225 32.2 181 25.7 228 28.4 188 22.5 22b 25.8 185 20.0 225 23.5 182 I&0 226 22.1 ISO 15.0 225 20.3 177 12.9 225 19.8 176 11.3 226 19.9 178 78 M 30.8 202 32 0 177 2b.6 202 27.2 173 21.9 202 23.6 170 19.2 202 21.5 167 17.0 202 19.7 186 15.3 202 18.4 163 12.8 202 98.7 188 10.9 202 I&9 168 9.8 202 15.6 I68 � (LL L L 78 M2&3 192 28.6 188 23.8 192 26.1 188 20.2 192 22.0 182 17.7 182 1 10.7 189 9b.7 192 18.1 1157 14.2 192 98.8 IN 11.8 192 16.2 162 90.9 192 14.4 150 8.9 192 14.2 160 Q e- H 18.8 144 18.0 128 1b.4 144 1&1 128 �M 15.2 127 16z.8 113 •• 'z �' z i ••• ••• • C .. TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacbyr Table(Ibs) 0000.. .. � X .. Substrate 2.714 Concrete ANCHOR•CAP.,,,�� 3.6k Corns. Hollow CMU Filled CMU PT Wood Mets (DPS)X ) -ANC CAP.,, 000000 N Anchor CUp PaiterrG Armehor Type. 3118'Elco Uhrecon 114"EMo Utracon 5118"Elm 3/10"Elco Ultram 114'Elco Utrecon U4"SS l� 611W Elco 114"SS Elco 810 Steel 1192 Steel 812 Steel a •00060 •• X MULLION CAP.,,�,� .. • AggreWor LSNWM AggreGator Screw(G5) Sorew(G6) Screw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR •••• • .Q r •Q •Q Eat otatartce(M) r 2-1/21 9° 2112~ 3.1/8° 1' 2-u2' IN 2I/2" 2' 3.118" 21 0A8" o.b4" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN 0 0 0.0 a 0 Embed 4n]; 13/4' 1-314" 1-314° I-aw 2' 1-v4" 1-1/4" 1-1/a- 1-va" 1-9/4° 1-v4' 2' 9-319- 1-wr (see note 4) ACTUAL PRESSURE REQUIREMENT FOR THE .'..• •• •� 0 �O 2 Anchors Q 4.76°Min.O.C./Standard or Oaset Clip(Ffg 1): 3801be 390 Bre 450 lbs ago ft 1644 Ilm 270 Obs 280 lbs 354 IW- 74D Ibs 488 Itm 864 lbs 1182 lbe 328 Ibs 420 The 680 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION•••••• 4 Anchors®9.15-MM.O.C./Standard(or Offset)Clip(Flg 2): 480 IM 700 lbs WA WA WA MIA 380 IbS WA NIA WA WA NIA 852 lbs 8401bs 1120[be CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arrehora®3-MM.O.C.I(z)2x6 Angle Cups/(Fig.3X 780 lbs 780 Ubs No lbs 1560 lbs 1898 The 640 lbs No lbs WA 780 lbs 938 Ibs 880 Ibs 238498 862 Ibs 840 the 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR • :•••:• """ 2 Anchors @ 0.45"Min.O.C.I LLC*hbto 118"Alum.(Ftg.4r WA IWA NIA NIA NIA WA WAWA NIA WA NIA NIA WA .NWA 718 lbs--' CAPACITY WHICH MAY BE USED TO QUALIFY ' •'• ' •.••i I Amnon I F-CUp(Fig.5): 196 ON 195 ft226 Ibs 446 On 622 lbs 135 Ibs 140 The 177[be 370 On 234 on 332 Ibis 691 ft 163 We 210Ibs I 280 lis ADDITIONAL ANCHOR OPTIONS FROM THE ' • 0• • 2 Anchme®1.16'Min.O.CJ F-CUp ft qu 240 Us 350 Ibs I WA INlA NIA NIA ISO We WA NIA NIA WA NIA 328 Ibs 420 lbs I wo lbs ANCHOR CAPACITY TABLE. •• • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT as complying with the Fludda Building 0049 o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Acceptance N° t FFo SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1,000- r- iratio Ra<e ro 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE By FIGURE 3: Miow ode product' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2 000 „ �tittllt/rl ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN L THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. `\ • .,rF-NSF ,.....,••,. ` '� 4� •.'Q ANGLE CLIP MUST BE USED IN PAIRS. •, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" ��: FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -T = * o. 58705 =_ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' _ N 0 . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2"X.375"MUL1_IONLEA _ n �C THESMATERIAL.CK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �•U ill i d ��0.•' STA Of � A. Ll�N1�1411L1.tR,P.E. FL P.E.#68705 TABLE 3A Mullion Capacity Table(Ib s/ oil r*4 Opening Width(for vertica*apennhV mullions)or Opening Height(for harizontally sparming mullions) 14 efl In 70 to efl In 90 In 10o Fn 120 in 140 In 190 In 1 x 2.75 x RectanRectargufar TrepMhm& Rectangular TrapfTilang. Rectangular Trawmang. Rectangular TrapPidang Rectangular Thap/TrianB. Rectangular TraWTHarng, Rectangular Trap/Triang. Rectangular TrapfTdang. c Loadag Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading ^ 4 ) .375 Alum. v o Z` Tube .. .-. �, Mullion CNN ^ �� I � � . � 8a cis z a2 in 770.0 36 170.0 744 170.0 478 170.0 888 170.0 806 170 0 982 170 0 598 170.0 1118 170,0 621 970.0 1240 170.0 629 9a&7 1301 970.0 521 127.6 1301 770.0 621 711.6 1301 770.0 621 4810 170.0 624 178.0 850 170.0 584 17CLO 882 170.0 830 170.0 1133 170.0 881 957.8 9159 170.0 877 158.8 1139 170.0 880 113 9 1138 970.0 860 97.8 9139 170.0 880 854 1959 170.0 880 J 50.825 In 170.0 83 170.0 898 170.0 831 187.8 9052 170A 884 148.8 1032 1700 723 130.5 1032 170.0 747 117.4 1431 170.0 758 97.9 10312 770.0 768 838 1038 970.0 768 73.4 1032 170.0 768 s 541n 170.0 117112 181.3 807 970.0 881 1382 907 184.7 730 920.8 907 1628 720 107.6 907 145.0 714 96.8 907 141.1 710 80.8 907 140.0 709 69.1 907 140.0 709 80.5 907 140.0 709 m O .60 In 141.1 735 161.8 826 117.8 735 130.3 819 1o0,8 735 119.0 598 88.2 735 108.2 690 78.4 735 98.6 883 70.5 738 06.1 STS 58.8 738 91.8 874 50.4 735 91.6 674 44.1 735 91.8 674 � o 831n 121.8 988 130.0 670 101.8 868 111.5 567 57.0 888 98.9 547 78.2 See 90.1 538 87.7 888 83.9 631 90.9 888 79.8 526 50.8 888 76.8 821 43.6 898 76.6 521 3&1 888 75.6 521 V� 60 In 106.0 607 112.4 622 88.3 607 96.1 511 76.7 607 05.0 501 69.2 607 77.1 493 59.9 607 71.6 488 63.0 907 87.6 481 44.2 607 83.4 478 37.9 807 62.7 474 33.1 607 SZ7 474 Z d ^ J 721n 61.8 510 85.8 449 88.0 610 73.0 434 58.3 10 64.3 426 51.0 510 67.9 419 45.4 510 55.3 413 40.8 510 50.o 408 34.0 570 45.9 402 20.2 610 44.4 399 25.5 510 44.3 309 CL 78 in 88.4 458 72.5 400 67co .8 458 81.7 392 48.8 486 64.1 S85 43.4 468 48.8 378 3&8 469 44.8 373 34.7 468 41.8 388 28.9 468 37.7 382 24.6 468 30.0 389 21.7 459 35.7 356 J J 781n 64.2 436 87.0 381 63.5 436 56.8 373 45.9 435 49.6 368 40.1 435 44.7 300 36.7 435 40.9 355 32.9 435 38.1 351 20.8 435 34.4 344 22.9 435 328 341 20.1 436 32.2 340 901n 41.8 Sal 431 280 94.8 327 38.4 208 29.9 527 37.8 280 88.1 327 88.3 275 232 327 28.7 279 20.8 327 23.7 288 17.4 327 21.0 282 14.9 327 19.3 288 Q 99 In 34A 287 35.4 257 28.7 287 26.0 262 24.6 267 28.0 248 21.5 287 23.1 244 19.1 287 20.8 240 172 287 19.3 237 14.4 287 18.9 232 '• •Z ~ Z 108 In aa2 227 84.7 205 20.2 227 20.6 801 17.3 287 19.0 198 16.1 19.0 195 .. . . . 711 22.3 2'1b 22.7 184 78.8 215 18.1 191 15.9 218 18.8 188 • to goo qsj 120 In 17.8 184 17.8 187 � N �•• ' • • • X TABLE 38 ���� � if ANCHOR CAPACITY ADJUSTMENT FORMULA: 000000 • AncharCMacity Table pis) ANCHOR CAP:,,�,. foe Sub�reke; 2 Concrote &Sk Como. Hollow CMU Filled CMU PT Wood Metal (DP,�)X s ANCHOR CAP.,, , MULLION CAP•„ •••..• 5118•Elco 1141 SS Elco rrMB'Elco 114°SS Elea 010 Steel 012 Steel 012 Step • • • '7 Anchor Clip Patterns AraotrorType: 3119°Elco Ullracon 114°Elco Uliracon LRtracon 9118"Etw Ultrecon 114"Elco Ultraaren ggreGator Ultram A USE THIS FORMULA TO OBTAIN THE"ANCHOR ' A 99raGator Screw(t36) Scr�er(C,6) 3orew((i6j •••••• Edge Illatar�(In): 1° 2-1r�° r a-9r2° s-uea 1° 2-1rr 1• 2112^ 2^ 3.118^ 2• 0.461 0.54° o.32a° CAPACITY REQUIRED°CORRESPONDING TO AN • • . • •...•. Embedment.1 90 lb 7�/4• 1-3/8° 1-318° Z° 1-114° 9-1/4" 1-114° 1-914" 1-114• 1-114" 2• 1-318" 1-318" (see rota 4) ACTUAL PRESSURE REQUIREMENT FOR THE • • • ••• • • OPENING,WHEN IT IS LOWER THAN THE MULLION 4.75°Min O.C./Standard or oA9et Glp ft.1) 39011 390 lbs 450 Ibs 890 Iia 7844 Ibs 270 Ibs 280 Iia 364 lbs 740 lbs 488 uta 884 Ibs 11821bs 328 Ibs 420 Ibs 560 lbs •• • 4 Anelrore®1.18"Mtn.O.C.1 Standard(or offset)Clip(Fig.4. 480 0s 70003a wA WA wA WA 360 Iia WA NIA WA WA wA 662 lbs 840 lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors a0 3"Min.O.C.1(2)20 Angle(lips 1(FIB.3): 780 urs mum 880 Un 7880 The 1990 lbs 640 lbs 680 IIx wA 790 The 936 ws 880 lbs 2584 lbs TO-Un 840 lbs 1120 lbs MULLION, IT WILL YIELD A MINIMUM ANCHOR 2 Anchm®846•Min,O.C.r U-0p.Into 115"Aium.(Fig.4): WA WA NIA MA WA wA wA WA WA NA NIA wA wA I&A 716Iba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Andw I F-Cup(Ftg.5): 1950a 105 lbs 225 lbs 445 lbs 822 lbs 1 135 lbs 140 lbs 177 IW- 370 IIs 234 lbs 332 We 581 lbs 163 lbs 210 Ibs2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1.15°Min O.CJ F•C8p(Flg.9j; 290 Ibs 3601bs RVA wA wA wA 190 Iia wA NIA WA WA N/A 326 lbs 420 be 580 Iia ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. PRODUCT REVISED as complying with the Flory Building Code Acceptamce No FIGURE 1: FIGURE 2: LE NOTES: ''ationc•3�ate . • , . TAB1.00(r Q Q 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. HMiam Dade Product" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. IIII FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE ��ON•(•ILY• IV 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2.750" �� ��,•• �,\CENSE '•.F•Q �� ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN ' ! THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. = *: No.58705 ••. f ANGLE CUP MUST BE USED IN PAIRS. . E 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLEDa.t2 FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 378" (j 30 JA W YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'[DCTEND AT LEAST 3 SCREW THREADS BEYOND 1 STA E OF X11 (� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT " Qom••• Pt0RID Q:••'• LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL X 275"X.375"MULLION ••.•,,,•.• C� • THE MATERIAL. " ���• /,!0NAL y, A.LYNN 11hf1'-LER, P.E. FL P.E.#58706 TABLE 4A Mullion Capacity Table He ® � Opening Width(for%erlic agy-spanning mullions)or Opening Height(for hodmillell"panning mullions) 3� a 601n 60 In 70 to so In 90 to 900 trr 120 in 140 in ISO in a 1 x 2.78 x Rectangular Treptltler�. Reoienguler Tua�Trieng. ReatogWer TraPJirl�g RectenBWer TreplTriang. Rectartgutm TraPdTrians. REctar�ular Treg�l fiiarg• Rectervutar TrwTftm. Rectangular TOWTdang. Rectangular TrWTdanD f��D j. .650 Alum. L� ►►9 L Lig L� Loadh+g Loading Loa ft L�dng Loa ft Leading Leading Loading t o�rg Loading Ling loading Loading rp�° t3 w Multi n �+� >� a I N � ggco Z 421n 170.0 820 170.0 435 170,0 744 970.0 478 170.0 868 170.0 508 170.0 982 170.0 618 170.0 1118 170.0 521 17o o 124D 170.0 $21 170.0 1488 170.0 621 156.7 1820 170.0 521 139.8 1620 170.0 821 O J 48 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 660 121.5 1417 170.0 86D 108.3 9417 170.0 960 � S0825In 170.0 747 170.0 583 170.0 898 170.0 631 170,0 1048 170.0 684 170.0 1199 170.0 723 962.8 1268 170.0 747 148.3 1266 170.0 768 121.9 1288 170.0 756 104.5 1288 170.0 758 81.4 1286 170.0 758 W O 54 In 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1116 170.0 754 160.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 856 100.5 1130 970.0 861 86.1 1130 170.0 861 75.3 1130 170.0 Sol 1Im •- N 8o in 170.0 896 170.0 701 148.5 996 182.3 781 925.8 915 144.5 746 109.9 915 132.3 735 97.8 915 123.9 728 87.9 915 118.6 720 73.2 915 114A 715 82 8 916 114.4 716 54.9 915 114.4 715 � 63 In 151.8 8,90 161.9 710 128.8 830 138.9 894 108.5 ON 123.2 881 94.8 830 112.2 870 84.4 830 104.6 882 75.9 830 99.4 858 631.3 SW 94.5 849 54.2 830 94.1 049 47.4 830 94.1 849 66 In 132.1 757 140.0 660 110.0 767 119.8 639 94.3 757 105.9 624 82.5 757 98.1 614 73.4 757 89.1 808 89.0 757 84.2 SW 66.0 757 79.0 593 47.2 757 78.2 691 41.3 757 76.2 591 Z d J 72 to 101.7 638 108.8 552 84.8 638 81.0 540 72.7 836 �.1 530 83.8 838 72.2 629 58.8 638 89.6 514 50.9 638 82.3 508 424 030 67.2 800 38.3 638 $6.3 497 91.8 630 66.2 497 3 76 In OILS 571 90.4 498 729 571 78.8 489 8 . 71 87.4 479 54.1 571 60.8 471 48.0 571 65.5 464 43.2 671 61.8 459 38.0 571 47.0 461 30.9 $71 44.8 447 27.0 571 44.6 448 JQ 781n 80.0 642 83.4 474 08.7 542 70.8 486 57.1 542 8.1.1 459 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.6 437 33.3 642 429 428 28.8 642 40.6 426 25.0 542 40.1 423 Z a N 90 in 621 407 63.7 391 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 321 336 28.0 407 29.6 334 21.7 407 28.1 327 18.8 407 24.1 322 16.3 407 23.0 399 • Lgj Z >38 In 429 358 44.1 320 35.8 368 37.2 314 30.7 368 324 309 28.8 388 28.8 304 23.8 368 28.1 300 21.5 358 24.0 296 17.9 356 21.0 289 16.3 358 19.2 284 • ••• • •y X •• IM •• • • 106 30.1 253 30.8 255 26.1 2831 25.9 261 29.6 283 71.5 247 18.8 283 18.8 244 18.7 283 98.0 240 95.1 283 98.6 237 • � • 111 In 27.8 287 28.3 242 23.1 287 23.8 238 19.8 287 20.8 239 17.3 287 98.3 231 16.4 267 18.5 228 • 04 120 in 22 0 228 22 3 209 18 3 229 18.8 205 15 7 229 1S.2 20'1 •••• • F� X •• • •••• • • TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••••• �' .Z 'Q Anchor Capacity Table(lbs) ANCHOR CAP. •••••• � •:': •• '�• Substrate: 2.7k Concrete 3.6k Cana Hollow CMU Filled CMU PT Wood Metal �P,�)X{ FAO�TBL� ANCHOR CAP.... •••••• "� 6116"Elco 114"S8 Elco 61`10"Elco 114•SS Elco #10 Sled 812 Steel #92 Steel MULLION CAP.../ • Amhor Clip Patterns Arrehor Type X16'Elco Ultraoon 9/4"Elco Ultrecon Uhre� 3118"Elco URrecan U4"Elco tAtraaon A ret3ator Ultamm AggreGator Screw(G6) Screw(G6) Screw(46) p gg CAPACITY EQUIRED"CORKS OND NG TO AN : .•. '••••• •••••• USE THIS FORMULA TO OBTAIN THE nANCHOR Edge beDIstenze meat M): 1" I-sl 9" 1-W4" 3.119" 1" 2-1/2' 1" 2-114" 2" 3.114" 7 048" 0.64" (see We 4) ACTUAL PRESSURE REQUIREMENT FOR THE •• ;•; �•••• Emb�mant prr): 1-3/4" 9314" 1-314° 1-3/4" 2" 1-114" 1-114" 9-11� 1-1/4" 1-1l4" 9-'U4" 2" 1-318" 9-316" 2 Anchors®4.75"Mm.O.C.1 standaat or offset Clip(Fig.1): 390 lba 390Iba 460 lbs 800 lbs 1844 lbs 270 lbs 280[be 354 lbs 740 lbs 466 The 654 lbs 1182 lbs 326 Iba 420 lbs 660 Ikre OPENING,WHEN IT IS LOWER THAN THE MULLION •• • 4 Anchors®1.16"Min,O.C./Standard(or Oftet)Clip(Ftg.2r 480 on 700 ibs WA WA WA NWA 380 Ibs WA WA NIA NIA WA 662 iba QLOI 1120 on CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @ 3"Min.O.C.!(2)2x5 Angle Cups/(Fig.4 780 lbs 780Ibs 890 On 1680 lbs 1898 The 540 The 860Ibs WA 760 Ibe =ft 860 Ibs 2364 lbs 652 Ibs1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR 2 Anchors®0.46"Min.O.C.I U•Cllp,Into 118"Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA 716 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Up(FIg.4 195 lbs 195 The 225 The 445 The 8221bs 135 lbs 140 Ox 177 lbs 370 lbs 234 lbs 332 lbs 689 lbs 163 lbs 210 The 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15"Min.O.CJ F-Clip(Fig.6):j 240 The 1 360 On WA WA WA WA 190 lbs WA WA WA WA WA 326 lbs 420 lbs 880 lbs ANCHOR CAPACITY TABLE. PRODUCTREVISED 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 21. As cmuplying with the Fkff14P Bulldiag Code FIGURE 1: FIGURE 2: TABLE NOTES: Acceptatme No )� ' 1 A00° lOnUate 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. By 0 O 0 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi9mi ei a ProductCdi�o 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3• �QxxX , .., 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE SHEETS 18-20. 2.750° �� '� , '•• EN F ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN .� ��.. '•�,�G SF• •..�Q �� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. Z. * = * ' No.5870.5 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 650" -p gr FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125" -� �- Tit 0011 CICU` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK(18 GAUGES STRUCTURAL STEEL TO BE AT ' 0 LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1°X 2.75"X.650*MULLION fi••••.�CORtOp;.•' ���� THE MATERIAL. 'is�ORIAI,. A. LYNU MILUE'ER,P.E. FL P.E.#68705 TABLE 5A � Mullion Capeft Table PbsM ® �� Opening Wdtlh(for verlice*spannirtg moons)or OpenIn Height(tor hodwritally-spanning muMons) � 'a 50 In e0 M 70 in in BO In IOU in 120 In 140 in 180 In C Redowww Trep/TRana. Radangdar Trep/TfkM Rectangular Tmp/Tda-. RecWVL4w Trep/Tda* Redangu►ar Trep/Tdang. Rector Ww Trap Tft-o Rectangular Tropmang. Rectangular TrwTdang. Redarqufar TreprTdang. 4 In x 3.125"x Loadbg Loading Loading Loading Loading Leading Loafing Loading LoadUp loading Loadinig Loading Loading Loading Loading Loading Loading Loading c. .500"Alum Tube Mull ac 2 21 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 SOB 170.0 892 1700 518 170.0 1118 170 0 621 170 0 1240 970 0 621 170 0 94� 170.0 529 970,0 979$ 170.0 821 164.4 9802 170.0 821 0 J 48 b1 '170.0 706 170.0 524 170.0 860 170.0 684 170.0 892 170.4 830 170.0 1133 970.0 881 170.0 9275 170.0 877 970.0 1417 170.0 880 157.7 1b77 170.0 860 135.1 1877 170.0 880 918.2 1877 170.0 880 � 50.625 In 170.0 747 170.0 W3 170.0 89B 170.0 839 170.0 1048 170.0 884 170.0 1186 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 141.7 149$ 170.0 758 121.5 1495 170.0 756 108.3 1485 170.0 756 g Uj 54 In 170.0 797 170.0 812 970.0 958 170.0 891 170.0 1998 170.0 754 170.0 1275 170.0 803 ISM 1401 170.0 837 148.6 1401 170.0 We 124.8 1401 170.0 881 108.8 1401 970.0 861 8314 1401 170.0 861 m BO hl 170.0 88.5 170.0 701 170.0 108;1 170.0 797 158.5 1158 170.0 878 138.7 1168 167.0 928 123.3 1166 188.5 917 111.0 1158 149.7 810 0,5 1156 144.6 903 78.3 1156 144.6 809 89.4 1158 144.5 903 m 831n 170.0 830 170.0 746 158.8 1049 170.0 850 137.0 1048 155.6 8O 119.8 1049 141.7 848 106.5 1049 132.0 838 95.9 1049 125.5 6'18 79.8 1049 118.3 = 68.5 1048 118.9 819 69.9 1049 118.8 819 co 00 In 968.8 955 170.0 788 139.0 8b6 151.3 SM 119.1 856 133.7 788 104.2 956 121.4 775 92.8 865 112.6 785 83.4 956 108.4 767 88.6 855 98.8 748 89.8 855 .7 748 621 855 88.7 748 Z_ m 72 b1 128.$ 803 194 8 897 107.0 803 114.9 8B2 91.8 803 101.1 870 ems 8ffS 81.2 859 71.4 80 83.9 849 642 803 78.6 842 63.5 80S 722 832 46.8 843 89.8 628 40.1 803 89 7 827 D' J = NL L L 781n 908.2 721 174.1 828 81.0 721 97.0 818 78.0 721 85.1 805 88.3 721 76.5 595 60.7 721 70.1 686 54.8 721 85.4 579 45,$ 721 •59.4 689 39.0 721 58 8 584 541 721 1511 b83 -t J r : 781n 101,0 884 105.4 We 84.2 684 89.4 587 722 884 78.4 578 63.1 684 704 W 58,9 664 84.4 668 50.5 684 59.9 551 421 884 $4.9 541 301 684 b9.S 638 31.8 884 50.8 634 W) Q �In 65.8 514 87.8 468 54.8 614 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 98.5 514 40.5 427 328 514 37.9 421 27.4 614 33.0 412 23.5 694 30.4 405 20.8 614 28.0 403 • • � Z � 88 In 54.2 452 65.7 404 45.2 452 47.0 399 38.7 452M298 452 36A 384 30.1 462 32.8 378 27.1 452 30.3 373 22,8 452 26.8 365 19.4 462 24.2 359 18.9 452 228 356 � •'• •• •� � '• 108 In 36 9 367 38.9 32'1 31.7 917 32.7 397 272 357 357 252 308 21.9 967 22 7 303 19.0 367 20.8 299 95.8 357 18.0 283 13.8 357 18.2 267 11.9 387 15.0 283 •••••• •• •� LO • rL • ••• �a Cm 911 to 351 398 35.8 SOB 28.2 338 �.9 301 25.0 338 338 23.1 292 19.5 338 20.8 268 17.5 338 18.0 284 14.8 338 18.5 278 125 E2280 6 94.8 273 11.0 338 13.6 288 •••••• •� � • �G ••• 120 In 27.7 288 28.2 283 23.1 269 23.7 258 19.8 288 288 18.1 262 13.4 289 18.3 248 13 9 289 14.9 248 11.8 288 i28 240 8.9 11.4 230 8 7 289 10 4 232 •'•"• • K 'Q $ •••• • •.� r •� 40 TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: ;• . ••• ' Anchor Capachy Table(Ibs) ANCHOR CAP. •• '� Substrete: 27k Concrete 9.6k Conc. Fmoa+CMU F016d CMU PT Wood mew {DPS)X� FAD1"•" =ANCHOR CAP..,,. •••••• 5/18°Etoo 1/4"SS Elco 6116°Elco VW SS Elco 010 Steel #12 Steal 8'12 Stasi MULLION CAP.,.,,,,/ • • • •••••• Anchor Clip Patterns Anchor Type; 5118°Eno Uig-lir 911.F�UIUas�on ummon 3198'Ete:o Uib�on 114"Elco ultra<xn AWaGator Ulbaeon AggmGaW Screw(05) Screw(GS) Screw(G6) USE THIS FORMULA TO OBTAIN THE"ANCHOR � �••••• . Edge Dlstarroe pn} 9" X112° 1° 2-lir 3.1180 9° 21/7 1° 241r r 3.1/8° 2" 0.48° 0.54° 0324° CAPACITY REQUIRED"CORRESPONDING TO AN '. ' : . ... •••• Embedowd Co. 1-314" 1-3/41 1-3/4° 1-VIC r 1414' 14M 1-1w 1-1141 9-w 1-Iw r 9-318" 9-3/8° (sem note 41 ACTUAL PRESSURE REQUIREMENT FOR THE • • • .• • 2 AnClwre Q4.76°min.O.C./Standan;l Clip(fig.1): 3901 390 lbs 4501ba MM 9844 Ibs 270 lbs 280 Pm354 Ibs 7401bs 488 ros 884 Ibs 1982 las 32a Ibs 420 lbs No� OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahom @ 1.15°Min.O.C./Standard Cup(Fig.2): 480 lbs 700 lbs WA WA WA WA sm 5a! WA WA WA WA WA 652 lbs Baa Ibs 1120 ftCAPACITY(FROM THE TABLE)OF THE SELECTED 4 And=®3°Min•O.C./(2)2x6 Angle 01ps(Ftg.3): Mite 780[be 880 lis 1680 Ibs 9896Ibs 540 lbs ISM Ibs WA 760 Ibs 938 Ibs Mon 23M ft 662 lbs 840 Ibs 1120 ft MULLION. IT WILL YIELD A MINIMUM ANCHOR 3 Anchors®UW Min.O.C./U•Ctip,cdo 11B"Arum CAPACITY WHICH MAY BE USED TO QUALIFY (Fl9.4): WA WA NIA WA WA WA WA WA WA WA WA WA WA NIA 907416a 9 AncIw I F-CIIp ft 5):11 196 Ibs 195 ft 225 Ibs 445 On am m 135 Ica 140 Ibs 177 Ibs 370 Ibs 234 The 332 Ibs 591 lbs 163 Ibs 210 Ibs 280 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2 AndMin.O.C.Q 1.16°MO.C./f-l2ip(Fig.6): 240 Ibs 350 Ibs NIA WA WA NIA 190 Ibs WA NIA WA WA WA 326 Ibs 4201 6Bd 8�s ORODUC°T REVI J NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. as complyingwith ttas Fwdft 1.1.000°•-I BoAdii*Calc Accepotum No FIGURE 1: FIGURE 2: TABLE NOTES: E • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. By O 0 i' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ode Product ��Itlttrr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3• 3.125" ���� ONS•,:.•..,M�1� ��i� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 18-20, ����'��,••'�GENSF '••F'Q �� ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 'lk .• N0. 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED ° ro ti 30 �fJ�z FIGURE 4: FIGURE b: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60MT5 AND BE A MINIMUM OF.125 � tC/ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 3.125°X.6"MULLION i/'O•'• STA E OF • %,��5••PLOR101"••�Cj•��� � LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) THE MATERIAL %,,//ONAX- A. LYNU MIE'A,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table pbeW) •Opening Width(for verllcally-sparming mugiorre)or Opening Height(for hodzonIe*S anrd mumorls 11a 4 g A n8 ) � 50 in 80 in 70 In 80 In I 90 In 100 in 120 In 140 in 180 l8 il t Rectangular Tiap/Tdeng. Rectangular TmpdTriang. Rectangular Trapnftng. Rectangular Trawmang. Rectangular Tr WTftM. Rectangular TmWdang. Rectangular TmWTdana. Rectangular TraplTdang. Reatargiular 7tapridang. 7 X 4 X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading d Mullionr .. ,. a G N j N Q . 11 z 42 M 170.0 820 170.0 436 170.0 744 970.0 478 170.0 868 170.0 508 170.0 882 170.0 $19 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 14BO 170.0 521 145.6 1469 170.0 521 127.6 1488 170.0 621 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 113.9 170.0 889 170.0 1275 170.0 877 15&3 1303 170.0 860 130.3 1303 170.0 680 111.7 1303 170.0 eW 97.7 1503 170.0 M _j 80.06 In 170.0 747 170.0 589 170.0 896 170.0 8.91 170.0 1048 970.0 884 970.0 1196 170.0 723 188.1 9236 170.0 747 940.6 9296 170.0 768 197.1 1236 970.0 788 100.4 1235 170.0 758 87.8 1256 170.0 758 g 54 in 170.0 797 170.0 612 170.0 958 170.0 681 170.0 1998 170.0 754 154.4 1158 170.0 803 137.2 1166 170.0 837 123.5 1168 170.0 8th 102.8 1168 170.0 861 88.2 1166 170.0 881 77 2 1168 970.0 889 m In 170.0 885 170.0 701 188.7 1042 970.0 797 142.9 1042 161.1 832 125.1 1042 146.7 895 111.2 1042 136.8 801 108 Q 1042 930.2 791 83.4 1042 125.1 782 71.5 1042 126.1 782 82.5 1042 125.1 782 (O 83 h1 170.0 930 170.0 74$ 151.2 982 183.8 B18 128.8 902 144A 799 113.4 992 131.0 782 100.8 992 121.4 768 987 882 114.8 768 75.8 092 108.4 745 64.8 982 108.0 744 68.7 992 908.0 744 68 In 186.4 947 170.0 789 137.8 947 148.0 786 118.9 947 130.3 768 103.4 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 z 72 in 138.9 849 1427 737 193.2 849 129.8 722 97.0 849 108.9 708 84.9 849 98.4 888 75.5 849 88.7 8B8 87.9 849 82 7 675 68.6 849 75.3 659 49.8 849 72.6 652 426 849 72.4 651 = d p LLJ 76 In 115.6 782 120.7 885 98.3 762 102.8 862 82.6 782 $0.0 640 72.2 762 00.9 628 e4.2 762 74.2 820 67.8 782 89.2 813 48.9 762 62.8 602 41.3 762 59.9 597 39.1 782 59.4 698 t. 70 In 108.9 724 111.4 834 89.0 724 04.0 821 76.3 724 82.9 809 We 724 74.4 M 59.4 724 88.1 591 33.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 53.4 724 $3 6 Cdr 90 k1 89.8 643 71.8 483 66.0 843 60.7 474 40.7 548 62.9 468 43.5 543 47.1 458 36.6 643 42.6 462 34.8 543 39.5 448 20.0 543 34.9 438 24.8 643 321 430 21.7 543 30.7 428 Z • • 96 to Al 57.3 478 58.9 427 47.8 478 48.7 499 40.8 478 43 2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 396 23.9 478 2a.1 388 20.5 478 25.6 380 17.9 478 24.2 378 • • • • • oom • • • 1 in 40.3 $77 d1.9 941 33.5 377 34.8 28.8 377 30.0 330 26.2 377 28.8 325 22.4 377 24.0g3AJ7 22.0 317 16.8 377 19.0 310 14A 377 17.1 304 •• • • • • •� •••••• • Wi X ••• •� 1111n 37.1 357 37.8 323 30.9 387 31.8 318 28.$ 387 27.6 313 23.2 367 24.4 309 20.8 967 22.07 28.1 301 15.9 337 17.4 294 �•••••120 N 29.3 308 28.8 279 24.8 308 28.1 274 21.0 306 29.7 270 18 3 308 99.2 287 16.3 308 17.5 X i•• • 744 in 17.0 292 17.2 198 •�••�• i• •� r •� TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••.• go Anchor Capacity Table(ills) ANCHOR CAP. •••••. ..a Substrate 27k Concrete 3.6k Cora;. Hollow CMU Fillet CMU PT Wood Metal DP.)X{ "10Y�"`)-ANCHOR CAP.,, • : • • ..•.•• • b MULLION CAP.,,,,,,,�,s 6/16"Elco 114 SS Elco 5116•Elco 114 33 Elco 610 Steel 912 Steel #12 Steel s••••• Amhor Clip Patterns Arctcr type: 3118"EIS Ultracan 9i4"Elco UMraoon unlacon 3116"Elm Ultrecon 914"Fico Ultrecott Ultascon AggreGetor Screw(Ca5) Screw(05) Screen(G6) USE THIS FORMULA TO OBTAIN THE°ANCHOR p CAPACITY REQUIRED"CORRESPONDING TO AN ' • ••• • Edge Dlstanw d=rd pn} N 2-112• 1" 2-9/2" 3-115° 1" 21/2" 9" 2112" 2" 3-118" 2" 0.48" 0.84" 0.324" ACTUAL PRESSURE REQUIREMENT FOR THE •• Embedment Qn): 1-3/4' 1�/4" 1�/4" 1.914" 2• 1-1/4" 1-114" 1-114" 1-9/4" 1-114" I-Ile 2" 1-318° 1-3/8" (see note 4) OPENING,WHEN IT iS LOWER THAN THE MULLION 2 Anchore @ 4.76"Min.O.C./Standard Citp(Fig.1 or 2): 390 We 390 Ibs 450159 890 Ibs 1644 Pas 270 lbs 260 The 364 lbs 740 ft 466 Ills 664 lbs 1182 Ibs 328 The 420 Ibs 580 be CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archon;@ 2.23"Alun.O.C./Standard Clip(Fig.3): 700 itis 700 On 580 The 1410 The 952Ibs WA 680 Ibs N/A 630 lbs NIA 680 lbs NIA 652 We 840 ills 1120 Ibs MULLION. IT WILL YIELD A MINIMUM ANCHOR 8 Anftm®1.16"Min.O.C./Standard Clip(Fig.,* 960 lbs 1400 Ills N/A WA WA NCA 760 Ile NIA N/A N/A N/A NIA 1304 Ibs 1680 lie 2240 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips(Fig.$j: 780 Ibs 780 lbs SOD Ills 1780 lbs 3268158 640 Qe 580 Oe 708 Ills 1480 ills 936 lbs 1328 lbs 2384 I)s 852 Ibs $40 on 1120 Ills ADDITIONAL ANCHOR OPTIONS FROM THE 6 Anchors®3"Min.O.C./(2)20 Angie ClIp(Fig.4 il"M 1170 We 1020 Ibs 2340 Ibs 28440)9 810 We $40 lbs NIA 1140 lbs 14041bs 1320 We 3546 ills 978 ffis 1260 ft 1680158 ANCHOR CAPACITY TABLE. Pkb'5�REVISED Alu O.C./U-C 0.45 Mi 4 Anchas complying with Cho Flori3'a ors an. lip,into 1/8" m.(Fig.7y: WA NIA N/A NWA NIA N/A N/A NIA NIA N/A NIA NIA NIA 143214s 13uiidiing Coda 2 Archws a 2.25"Min.O.C./F4C6p(Fig.8X 350 Ue 350 lbs 290 Ibs 705 Ills 476 Ills WA 280 lbs NIA 315 ILL0 lbs 440 Ills 0 Ills 1 326 lbs 1 420 ills 560 ft Acceptan1Vo ce . 4 Anchor$@9.95"Min.O.C./F-Cllp(Fig.9) 480 Ills 7DD lbs WANIA WA WA 380 Ills NIA N/A NIA NIA N/A 852 Ills 840 lbs 1120 Ile -"� 1.000" �- piretiottXW NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BY FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: TABLE NOTES: Minta 1'>rod'aict • o o ° • o o • • o o • • • • • o • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE ``\ ��t W i•I l i t/�� SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `� �p •• �� �� o 0 o 0 0 0 • • o • ,•• \GENS, '••. a • o o • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��• -'•, 4.00(° � :• No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL FIGURE 5. FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD - LLQ • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. �.-O It 3o t% •: LIJ S Ti-OF • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125° ioiC�••' R(ORWO�'••' .��� • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW �i �` ••.•...••'�� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL ��i SS �.` ANGLE CLIP(FIGURES 5&6)MUST.BE USED IN PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK " ���/���A�' 1 X 4 X.125°MULLION A.LYNN MILLER, P.E. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FL P.E.#68705 TABLE 7A ® N Mullion Csoaclty Table so � Opening Width(for veroca*spanrdng mullions)or Opening Height(for horizontally-spanning mullions) w in 60 In 70 in 80 in 90 In 100 In 120 la 140 In 180 in uyaa Rectangular Imp/Tdong. Rectangular TrWTdeng. R�tarrgular TrspiTdsng. Rectangular TWO 9. Rectangular TraprTdaro Rectangular TnVTdang, Rectangular Mep/Trtarng. Rectangular TropJMang. Rectangular Trap/Trtang. p G Alum.Tube Loading loading Loading Loading Loading Loading Loading Loading Loading Loading LOW" Loading Loading Loading Loading Loctlln9 Loading Loading �` _ Mullion Z 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 886 170.0 608 170.0 892 170.0 618 170.0 1118 170.0 621 170.0 12440 170.0 621 170.0 1488 170.0 529 170.0 1735 170.0 621 170.0 1983 170.0 521 0 48 In 1 170.0 708 170.0 624 170.0 860 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 ml 170.0 1275 170.0 877 170.0 1417 170,0 860 170.0 1700 170.0 880 170 0 19@3 170.0 880 151,8 2024 970.0 880 J 50-M In 170.0 747 170.0 583 170.0 808 170.0 831 170.0 9048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 970.0 1484 170.0 758 170.0 1793 170.0 758 166.0 1919 170.0 758 136.5 1019 170.0 768 2 Ix 54 in 170.0 797 170.0 612 170.0 858 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 a37 170.0 1594 170.0 858 169.8 1798 170.0 881 137.1 1789 170.0 551 120.0 1799 170.0 861 W (n 1h 80th 170.0 896 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 9594 170.0 898 186.6 9899 170.0 1033 129.8 1819 170.0 1063 111.0 1618 170.0 1083 97.2 1619 170.0 1063 to W In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.01016 158.7 1542 170.0 1078 141.0 1542 170.0 1122 117.6 1542 168.5 1958 100.7 1542 187.9 1167 88.1 1642 187.9 1167' "6�r 8810 170.0 874 170.0 788 170.0 1168 170.0 903 170.0 1384 970.0 1002 960.8 1472 170.0 1065 1428 1472 188.8 1148 128.6 1472 168.8 1130 107.1 1472 147.8 1108 91.8 1472 145.0 1104 80.3 1472 146.0 1104 Z 721n 170.0 1063 170.0 878 170.Q 1275 170.0 1009 160.8 1320 188.2 1101 1320 1320 149.8 1082 117.3 1320 137.8 1088 105.8 1320 128.6 1049 88.0 9320 117.0 1024 76.4 9320 112 8 1093 88.0 1320 112.5 1012 78 in 170.0 1122 170.0 937 148.8 1184 Uj 158.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 69.8 1184 107.6 052 74.8 1184 97.8 835 84.1 1184 WA 927 68.1 1184 913 826 � �L "r& 70 In 166.1 1124 170.0 MY 138.4 1124 147.0 986 118.6 1124 128.8 947 103.8 1124 115.6 031 92.3 1124 105.8 918 83.0 1124 98.6 9� 09.2 1124 89.0 890 68.3 1124 84.3 881 61.9 1124 83.2 878 -i r 90 In H J f' 108.1 844 111.8 750 80.1 644 94.5 738 77.2 844 8'1.1 724 87.8 844 73.3 712 80.1 844 88.8 702 64.0 844 81.4 883 45.0 844 64.2 878 38.8 844 60.0 888 33.8 844 47.7 882 • Z � Q 98 in 89.1 742 91.5 883 74.2 742 77.2 652 63.8 742 67.2 841 66.7 742 58.8 831 48.5 742 64.1 822 44.5 742 49.8 814 37.1 742 43.8 800 31.8 742 39.8 $80 27.8 742 37.5 584 •• .�- g Z • • • (n • 108 Ut' 82.8 688 83.9 530 521 686 63.8 621 44.7 SBB 48.6 613 39.1 68$ 41.4 608 34,8 bag 37.5 488 39.3 588 94.2 492 28.9 668 29.8 481 22.5 566 28.8 472 18.6 668 24.7 408 •• • • • 119 67.8 565 58.8 503 48.0 555 49.5 496 41.2 656 42.9 487 38.0 665 38.0 480 32.0 655 342 473 28.8 666 31.3 467 24.0 556 27.1 457 20.8 555 24.3 448 18.0 555 22.4 442 ••• •• • X i- A 120 In 45.8 476 46.4433 38.0 478 39.0 426 32.8 476 33.7 420 26.5 478 29.8 414 26.3 475 28.8 400 22.8 478 24.6 404 19.0 476 21.1 306 18.3145xIn 26.4 330 28.7 305 220 330 22.4 301 18.9 330 18.3 287 98.6 330 17.0 283 • • •TABLE 7B P ANCHOR CAPACITY ADJUSTMENT FORMULA: •• •_ c °r ac Table Ibs) ANCHOR CAP. •••••• Substrete: 27k Cor�rete 3.6k COrrc Hollow CMU Filled CMU PT Woo! Metal {DPS}X t MULLION )-ANCHOR CAP..,. • • • •••i? 5/16° on ° ° 114"SS Elco fd'16"Elco 1/4°SS Elco #10 Steel 612 Steel #12 Steel .•••." Anchor Clip Patterns ��� 3116°ON��" t/a•Elco Ultracon Ultracon 3118 Elam Ultreomn 1/4 Eltx UltracOn USE THIS FORMULA TO OBTAIN THE"ANCHOR : .'• ;.,••; Aggregator Recon AggreGaior Screw(G6) Scmw(G6) Sow(G5) CAPACITY REQUIRED"CORRESPONDING TO AN • • •• age • • Edge bedr n nt(in• 1" 2-U2° 1" 2-112" 3916" 1° 2112" 1" 2-1W 21 3-116 2° 0,40° 0.64" 0.324° ACTUAL PRESSURE REQUIREMENT FOR THE •• • Embedmerrt(In): 1.314" 1.314° 1-314° 1�/4° 2° 1-1a" 1-114.° 1414" 1-1/4" 1-14° 1414" 2" 1-3/8" 1-/8" (am note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors®4.75°Min.O.C./Standard Clip(Ftg.1 Or 2): 380 Ibs 380 Ibs 460%s 880 Ibs 1844!be 270 Us 280 Ibs 354 lbs 740 Ibs 488 IBS 864 Ibs 1182 Ibs 328 ft 420 Ibs 580 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anciroos @ 221T Mln.O.C./Standard Clip(Fig.3p 700 lbs 700 Ibs 680 b8 1410 Ibs 952 Ibs WA 6m Ibs WA 630 lbs NIA 080 Ibs WA 662 lbs 840 lbs 1120 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Anchors @ 1.15°Min.O.C./Standard ClIp(Ftg,4): 950 Is 1400 Ibs WA WA WA WA 760 Ile NIA WA WA WA WA 1304 lbs 1660 Ibs 2240 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchore®3°Min.O.C./(2)2x5 Angle Clips(Fig.b): 760 Ibs 760 Ibs 9001be 1780 Ibs 3288 lbs 640 0x3 560 lbs 708 Ibs 1480 Ibs 936 on 1326 IbS 2384 Ibs 652 lbs 8401bs 112011s ADDITIONAL ANCHOR OPTIONS FROM THE 8 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips(Fig.6): 11709A 11701bs 1020 Ibs 2340 lbs 2844 Ibs 810 Ibs 640 Ibs WA 1140 lbs 1404 Po 1320 Ila 3540 Ibs 978 Ibs 1260 lbs 1680 Its ANCHOR CAPACITY TABLE. PRODUCT REVI5GD 4 Ar�hore 0.46 Mir O.C.!tM21p,htto 118°Alum (Fig 7): WA WA N/A WA WA WA N/A N/A WA WA WA WA wA WA 9432 Ibs as cornplyir*with the Plarida 2 Anc m @ 226°Mh O,C.1 F-Cllp(Fig.8): 350 Ibs 350 IIs 200 The 705 Ibs 476 On WA 200 Ibs WA 315 Ibs 0 lbe 440 Ibs 0 lbs 328 Ibs 420 Ila 680 Ibs Buildrug Code Acceptance No • 4 Artahoos®1.16°Miff.O.C.I F-Clip(Ffg.9}: 480 IIs 700 lbs WA WA WA NIA 3801bs WA N/A NIA NJA WA 8521ba 8401be 1120 lbs ""'� 1.000° � Ex 'ratfOn�te f�u NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: ho of Prods • o • • • • • • • • `�tttllll/t1/ 0 0 0 0 0 0 • • o • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE `\�� ONS .•.��� SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. +�'t',.•''•CI�NS F �� o ° ° • ° ° ° o • o o • • • • • O • • • 4,000" . til F •'•.'Q 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. '• •'•. > * PI°.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL - FIGURE 5: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. �� 'iolll LC! • • • • :� ST TE OF tV` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE �0'�••'•., PLORV0 . • • BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE ,375" �i .`� WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM ONAL ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. �� GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A38.ALL ANCHORS INTO 1°X 4°X.376°MULLION A. LYNN 1 tee E'R,,P.E. METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL FL P.E.#68705 TABLE 8A 104 Mullion Cs ac 1bs Table 9IR Opening Width(forverucally-spanning minions)or Opening Height(for horizontally-spanning mullions) te�- so In 60 in 701n 80 M 80 in 10014 120 in 140 in 980 in 1.26"x Rectangular TWTdmV. Rectangtdar Trap Mang. Rectanguler Towns ng. Rectangular TfapJTdong. Recfargatar IwTdang. Recterguler Trap/Trhug. Rectangular TieWdang. Rectangular Trapnftr p. Rectangular Trap/rrtang a Sep Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 3.788 x LdiJ� ^ w W .286„Alum .. .. .. .... ^ ^ ^ ^ .. N Tube Mug � d� � � � >� � � qc u N 42 M 170.0 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 608 170.0 992 170.0 519 170.0 1916 170,0 521 170.0 9240 170.0 521 170.0 1488 170.0 621 1700 1735 970.0 521 151.6 IM 170.0 521 0 J 4814 170.0 708 170.0 524 1700 850 970.0 884 970.0 992 170.0 830 970.0 1133 770.0 881 170.0 7276 170.0 877 170.0 1417 170.0 880 954.8 1548 170.0 880 132.7 1548 770.0 880 118.1 9546 970.0 860 60.825 M 170.0 747 1700 M 170.0 898 170.0 639 1170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1346 170.0 747187.0 1488 170.0 768 139.2 1488 170.0 788 119.3 1488 170.0 766 104.4 1488 170.0 768 64 In 170.0 797 1700 612 170.0 958 170.0 881 170.0 1118 170.0 754 170.0 12°76 170.0 803 163.1 1376 1700 637 148.8 1378 170.0 856 122 3 1378 770.0 881 104.8 1378 970.0 881 91.7 1378 170.0 881 m Q 80 in 970.0 88S 1700 701 170.0 1Q63 170.0 787 158.8 1158 170.0 878 138.0 1168 187.4 93Q 129.8 1188 158.8 818 111.2 1168 160.0 912 92.7 1158 144.8 906 79A 1158 144.8 905 69.6 1158 144.8 906 � V (flj 631n 170.0 9W 170.0 745 180.1 1051 1700 860 137.2 1051 955.9 882 120.1 1051 142.0 846 108.7 1051 132.3 837 98.1 1051 125.7 830 60.1 1061 719.6 82'1 88.8 1851 199.9 821 80.0 1051 119.1 821 � p,. 66 M 167.1 957 170.0 769 139.3 857 151.8 805 118.4 957 934.0 790 104.4 967 121.6 777 92.8 887 192.8 767 63.8 867 106.8 759 68.6 967 100.0 780 59.7 967 98.9 746 62.2 967 96.9 748 � J 72 In 126.7 804 135.2 698 107.3 804 115.2 884 81.8 804 101.3 871 80.4 804 89.4 880 71.6 804 84.1 850 64A 604 78.8 643 53.6 804 723 833 48.0 804 89.8 829 40.2 804 89.8 828 sm 761n 908.4 722 194.9 830 81.2 722 87,2 816 78.2 722 85.3 806 88.4 722 76.7 688 BQ,B 722 70.9 588 64.7 722 86.6 580 46.8 722 58.5 570 39.1 722 68.7 685 34.2 722 58.2 684 J 70 M 101.21 885 105.8 800 84.4 886 89.8 688 72 3 686 78.5 $77 89.3 886 7Q.6 668 58 2 886 64.6 560 50.6 686 60.1 553 42.2 886 64.3 543 36.2 OSS 61.4 537 31.8 886 50.7 638 ¢ to � H N 90 In 85.9 815 88.0 487 b4.@ 818 67.5 449 47.1 518 50.1 441 41.2 816 44.7 434 38.8 615 40.8 428 33.0 61S 37.4 422 27.5 615 33.1 413 23.5 518 30.6 407 20.8 515 29.1 404 Z 98 M 54.3 463 85.8 404 46.3 453 47.1 397 38.8 453 41.0 399 33 9 463 38.4 385 30.2 463 33.0 379 27.2 463 30.4 374 22.8 483 26.8 368 18.4 483 24.3 380 17.0 463 22.9 366 • •1t�-h 00 z 00 108 In 36.1 368 39.0 323 31.B 358 328 316 27.2 358 28.4 313 23.8 356 26.2 308 21.2 358 227 304 19.1 358 20.6 300 18.8 358 98.0 283 • ••• • 00 • • •• • r • V) • 111 36.1 338 36.8 306 28.3 388 30.9 301 25.9 938 28.4 287 22.0 338 23.2 293 18.5 938 20.8 288 17.8 338 18.1 Z66 •••••• •. •• • • !r x 27.8 290 28.3 284 23.2 290 23.8 260 18.8 290 Z0.8 258 17.4 290 18.2 253 16.4 290 18.4 249 � •• • 14414 18.1 201 98.3 186 •••••• i• P •Q •� TABLE 8B ...... .. vi ANCHOR CAPACITY ADJUSTMENT FORMULA: •••••' :" - • ren Anchor Capacity Table(Ibs} ANCHOR CAP. ` •••••• Substrate 2.7k Concrete 3.5k Cont "CHOW CMU FI6drd CMU PT Wcal Metal (DP.)X . )-ANCHOR CAP... • • • 000000 Anchor CPp Patterns Anchor type: 3H6'Elim t8tradxur 1/4"Ehm Ultaacon 418447 3118"Elco unfecon v4"Boo U lawn ul 1/4"SS Elco Otis"U1Elm v4°SS Elco NII Steef 012 5teel d12 Steal %MULLION CAP.,..,,. • :••..• AggmGator Uuracon AggreGat� Sarew(G6) Scnnv(O6) Screw{C35} USE THIS FORMULA TO OBTAIN THE°ANCHOR • . • :....; Edge Distance pn): 9° 21/2° 9■ 2-112" 1" 2 r 2-1/2" 2" 3•va" 2" 0.46° 0.640 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN ' • .' :'; • • Embedment On): 1-314° 1-314• 1-314" 14W1.114" 1.1/4" 1.114° 1-1149 1-1/4° 1-114" 2" 1-318" 1-316 ACTUAL PRESSURE REQUIREMENT FOR THE •• • {see rn%e 4} OPENING,WHEN 1T IS LOWER THAN THE MULLION 2 Anchors Q 4.75"Min.O.C.13tarxiard CBp(Fig.1. 380 Ilea 390 Ibs 450 lbs 890 The 270 Ibs 280 We 354 Ibs 740[be 468 Ibs 884 Ibs 1982 Ibs 328 Ibs 420 We 580 Ibs 4 Anchors @ 1.95"WrL O.C./Standard Clip(Fig.2): 480 The 700 lbs WA WA MLA WA 380 urs WA WA WA WA WA 652 rod 840 Ibs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @ 3"Min.O.C./(2)2x5 Angle COps(Mg.3): 780 lbs 780 Ibs 880 Ibs 1680 We 1888 lbs 640 Ibs 690 Ibs WA 760 Ibs 936 on 680 Ibs 2384 lbs 852 Ibs 840 On 1120 We MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhwa C 0.46"Mtn.O.C,I 5U•Clip,into 9/8"Alum.(Fig.4 WA WA WA WA WA WA WA WA WA WA WA WA NIA WA 1432 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F4C10(Fig.5):1 195 We I 18b Ibs 225 Ibs 445 The 82.2 We 13511m 140 We 177 lbs 370 Ibs 234 lbs332 Ibs 591 Ibs 163 Ibs 298!bs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arrchore 1.95`1414.O.C./F-CUp(Fig.e) 240 ft360158 WA WA WA WA 190 It WA NIA WA WA WA 328 Ibs 420 The ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complyiq with the Fladda FIGURE 1: FIGURE 2: Building Cade . • a TABLE NOTES: �1.2�°� AcceptanceAfo Exf natio to 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 0 0 ON LOADING.SEE SHEETS 2Sy ' -4 FOR GENERAL INSTALLATION METHODS. Mi ase Frodttct'Conlral ��lttllll/// FIGURE 3• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \,�� O ff.(••••••;.•.l1C tt�� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" �'<�.•''\'\GENSE •F'Q sir • CLIP MUST SHEETS 18-20.ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. Q BE USED HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. •• No. 58705 IN PAIRS. 285" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDlY FIGURE 4: FIGURE 6: FIGURE 6: BGE OUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL �'d '• �{t �� 141 SSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��0 STOF ,• ��� 0 8083-T6 AND BE A MINIMUM OF.126"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,(�'•., F P,••' . .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126°THICK AND A36.ALL 1.25"X 3.188"X.286"MULLION �� •. CORK?,, • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4"W MULLION) ��ttsS'jON AL A.LYNUIUI rLL. 'R, P.E. FL P.E.#58705 TABLE 8A Mullion Capeft Table Ibslft$ Opening Width(for v9rUc a*spanning mullions)or Opening Height(for hoftntally-spanning mullions) 6o in 60 In 70 In Bo In N in 100 In 120 in 940 In 180 in a Rectangiiar Tarp Varig. Recran ww TrapnWang. Rectangular Trep/Tnem. Rectangular Trep/Trhmg Rectangular Trapriflang. Rectangular Trap/Tdang. Rectangular Trepmdang. Rectanguler Trap/Tdeng. Rectangular Trep/171ar►g. O 2 x 4 x.25 Loafts Lcaft Wading Lcadlr• Loading Loading Loading Loading U380M Loadbg Loadkg loading Loadbg Loading Loading Loa•ng Loadbtg Loading 4. Alum.Tube v Mullion *d`� .. � � b � .. .. ., IN 13 � gT N �S a 3E � a >t do: 1 < g ac eta g a � � Z ao: (/) M . 42 h1 170.0 820 970.0 436 170.0 744 170.0 478 170.0 898 970.0 508 170.0 982 170.0 619 170.0 1118 170.0 521 970.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1736 170.0 521 170.0 1883 170.0 521 0 491n 170.0 708 170.0 624 170.0 850 170.0 694 170.0 902 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1704 170.0 8� 170.0 1883 170.0 680 970.0 2267 174.0 660 0 .r 50.6261n 170.0 747 170.0 693 170.0 898 170.0 831 170.0 1098 170.0 864 170.0 11K 170,0 725 170.0 1346 170.0 747 970.0 1494 170.0 7b8 770.0 1793 178.0 768 170.0 2092 170.0 758 170.0 2391 170.0 758 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1684 170.0 868 170.0 1819 970.0 86t 170.0 2231 170.0 881 170.0 2654 170.0 981 W 80 in 170.0 685 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1594 170.0 988 170.0 1771 170.0 1033 170.0 2126 170.0 1083 170.0 2479 170.0 1063 180.8 2880 170.0 1063 rim M 631n 170.0 830 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1016 170.0 1673 170.0 1076 970.0 1889 170.0 1122 170.0 2231 170.0 1169 186.7 2563 170.0 1171 145.9 2663 170.0 1171 r to 88 h1 170.0 e74 170.0 789 170.0 1189 970.0 903 170.0 1364 970.0 1002 170,0 1668 170.0 1088 170.0 1783 !70.0 1966 170.0 1948 170.0 9210 17&0 2338 170.0 1275 151.9 2437 170.0 1268 132.8 2437 170.0 1286 J 72In 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 1387 945.8 2184 170.0 1488 124.8 2184 170.0 1528 109.2 2184 170.0 1530 Z 76 M 170.0 9122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 9208 170.0 9794 170.0 1322 185.1 1960 970.0 1421 148.6 1960 170.0 1806 123.8 1880 981.8 1648 108.9 1960 164.0 9636 82 9 9980 152 7 9b31 2 ♦3. J Ts 781n 170.0 1159 170.0 867 170.0 1381 170.0 1918 170.0 1811 170.8 1260 170.0 9842 170.0 1368 162.7 1881 170.0 1474 157.4 1881 193.9 1500 914.5 9861 147.3 9473 98.2 1881 139.9 1468 86.9 1881 137.8 145490 In 170.0 1328 970.0 1944 148.1 1388 158 0 1218 127.$ 9398 138.0 1198 111.8 1388 121.3 1178 99.4 1398 110.2 1162 89.6 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 66,9 1398 7&9 108698 J In 147.4 1229 169.6 1098 122.9 1229 127.8 1079 105.3 1228 111.2 1081 92 1228 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1018 61.4 1229 72.2 993 62.7 1229 65.9 977 46.1 1229 62.1 967 •� � Z • • • • •• Ice In 1 871 106.8 877 88.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 826 51.8 971 56.5 816 4&1 971 49.0 798 37.0 971 44.0 782 32.4 971 40.8 771 • • • •• • N 119 1n 95.4 919 97.3 832 79.6 91ti 81.9 898 99.9 918 70.9 808 b9. 999 62.8 784 63.0 919 66.7 784 47.7 918 61.8 774 39.7 818 44.8 7b8 34.1 998 40 2 742 29.8 999 37.1 732 • .00000 •W v •. • 120 In 76.5 786 76.8 718 62.9 766 84.6 706 63.9 786 65.8 996 47.2 768 40.4 889 41.8 768 44.4 877 37.7 788 40.5 668 31.6 788 34.9 853 27.0 789 31.0 841 23.6 788 28.4 631 •0 0••• d •• 144 In 43L .7 648 442 504 38.4 648 37.0 488 31.2 648 31.9 491 27.3 b48 28 2 486 24.3 646 25.3 479 M-11 648 22.9 474 18.2 546 19.5 484 16.8 548 17.2 466 13.7 648 15.6 448 • • i 0(~j X ' 0000 • TABLE 96 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Iba) .. •. . 0.c. .. ANCHOR CAP...,. Suf�trata; 2.7k Concrete 3.5k Cont. Hollow CMU Mad CMU PT Wood Metal (DRO X =ANCHOR CAP.... •••••• 5/1V Elco MULLION CAP..,,..) • • • Anchor Type: 3!981 Ek•Uitracm 1141 Elco Uitrecan 3116"Elw Wracm 1!4"Ek o llitracon 1141 SS Elco 5118°Eloo 1l4"SS Elco 010 Steal 012 Steel 012 Steal • ••• Ar�hor Clip PattamsAloreGator U twmn AggreGator gay(05y goy,(� Screw(� USE THIS FORMULA TO OBTAIN THE"ANCHOR Osseo* Edge Dlatence pn 9" 2-9/21 1" 2-Me 3.118" 9" 2-1/7 1" 2-9/2" r 3 1l8" 2" 0.48" 0.59" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN ' •• • ••• :*see: Embedn ant On): 14W 1-314" 1.%V4" 144" r 9-9/a" 1-1/4" 1.1141 1-9141 1-114" 1-1/4" 21 118" �, ACTUAL PRESSURE REQUIREMENT FOR THE • • • SM note 2 Anchors®4.76"MIM O.C./Standard Clip ft.9 or : 390 ft 390 We 450 lbs 890 lbs 1644 Iba 270 lbs 280 lbs 354 ft 740 lbs 4681bs 964 The 1182 lbs 3281bs 4201ba ( 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchore Q 2.68"Mho O.C./Standard Clip(Fig.4 740 Ws 740!bs OW ft 1485 lbs 1424 ft WA 860 Ibe WA 695 lbs N/A 86d lbs WA 652 lbs 840 lbs 1120 WoCAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors®1.71"Min.O.C.!Standerd C5p(Fig 4) 885 Ibs 050 I 7580% 1848 lbs WA WA 705 Um WA 799 ib WA WA WA 978 On 12801bs 1880 ibe MULLION. IT WILL CAPACITY WHICH YIELD A MINIMUM ANCHOR USED TO QUALIFY 4 Anchone 0 W Min.O.C./(2)2x6 Angle Cups(Flg.5): 780 lbs Ibs 680 lbs 1560 lbs 1896 Ibs b401 580 lbs WA 780 lbs noun 680 Ibs 2364 lbs 652 Ibs 840 ft 112D lbs ADDITIONAL ANCHOR OPTIONS FROM THE 6 Anchors Q 3"Min.O.C./(2)2x5 angle Clips(Fig.0. 1170 91s 1170 The 1028 Ibs 2340 lbs 2644 Ibs 81 lbs 840 lbs WA 1940 lbs 1404 lbs 1328 lbs 3546 lbs 976 lbs 1260 ft 18 1 lbs ANCHOR CAPACITY TABLE. 3 Anchors @ 1.94"Mh O.C./U-Clip,Into 1/8"Alum.(Fig.7): WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 0741 PRODUCT REVISED 8 Anchoas®0.84"Min O.C.!U-Clip Into 1/8"Alum (Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 lbs as complying with the F10Ritl�r 2 Anctwre Q 2.69"Min.O.C./F-Cllp(Fig 9): 370 ft 370 ft 315 R• 743 Ibs 792 lb8 WA 290 lbs WA 34611m WA 440 lbs WA 328 lbs 420 lbs 580 lbs Build ng Code j 3 Anchone-@ 1.71"Min.Q.C.t F-Cllp(F�•10)1 390 Itrs 390 The 340 lbs 780 lbs 998 lbs 270 ibs 280 Iba WA 380 lbs 488 The 440 lbs 1182 lbs 328 Itxe 420 Acs 6 lbs Acceptance Na /' th", �'. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. �IiiationI IO FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: BY • 00 0 • o o • • o o • • o o • TABLE NOTES: 2,pOp" adeProduat,� ltlllll ! 0 a * 0 0 0 0 0 0 0 0 0 • o o • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\���0�.(•LY•.••41 O o o • O o o 14 O • o o • • o o • �� .t`t`,••'�C,ENSF•''`F� ���,, FlGU�5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. v • • . • 250" 4.000" No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 1&20.ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON � �� • • SHEETS 18-20. '• FIGURE 7: FIGURE 8: FIGURES: FIGURE 10: w ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT !0 STA E O •� o • • • o o • o o • CMU ����••''�,PCORIDQ:•'• (FIGURES 5&6) (CMU) CONFORM TO ASTM C-S0.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �� • o • • 0 0 0 0 0 • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 2"X 4"X.25"MULLION �i S �G IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ,S/ONA, o • • • o o • o o • THREADS BEYOND THE MATERIAL A.LYNiv IUfILL' R,P.E. FL P.E.#68705 TABLE10A Mullion Capacity Table(ftKe) ® R sR a Opening Width(for verlically-spenrilng mullions)or Opening Height(for horlmnite ly-spanning muMons) 50 in so in 70 In In 90 In 100 in 120 In 140 In 160 In Rectangular 7raplTriarrg. Rectangular TraplTriang. Rectangular TrepuTriartg. pular TWVTtlang. Rectangular TrepiTrtarsg. Rectangular Trep/Trieng, Rectangular Traplrdang. Rectangular TrapiTdang. Rectangular traplTdang. o 2 x 8x26 Loading Loading Loading Log" Laxiing Loading La ding Loading Loaft Loaft Loading Loading Loaft Loading Loading Loading Loaft Loading c Y q Alum.Tube Mullion � � � {t��QSy, !{�q+, � p ��pp� lk� le all, a1=1 � . 4 �c 6 2i a 2f 4 or 21 c eC a: 31 1 2 ' a! 421n 170.0 620 170.0 435 170.0 744 170.0 478 770.0 am 170.0 608 170.0 992 170.0 518 170.0 9118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1933 170.0 521 Q 48 In 17MO 706 170.0 524 170.0 850 170.0 564 170.0 882 17MO 830 170.0 1133 170.0 661 170.0 1275 170.0 677 970.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 68D 170.0 2287 170.0 680 J $0.628 in 170.0 747 170.0 553 170.0 886 170.0 031 170.0 1048 170.0 884 170.0 1165 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 758 170.0 2082 170.0 755 170.0 2391 170.0 756 64 in 170.0 797 170.0 812 170.0 858 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 ON 170.0 1434 170.0 837 170.0 1594 170.0 866 170.0 1913 170.0 881 170,0 2231 170.0 661 170.0 2550 170.0 861 W to 80 in 170.0 �$ 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1584 170.0 888 170.0 1771 170.0 1033 170.0 2126 170.0 1063 970.0 2478 170.0 1063 170.0 2893 170.0 1063 � � 89 in 170.0 830 170.0 745 110.0 1118 170.0 850 170.0 1302 170.0 840 170.0 14W 170.0 101$ 170.0 1673 170.0 1078 170.0 7858 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2876170.0 1171 g Go In 770.0 974 170.0 789 170.0 1989 170.0 �3 170.0 1384 170.0 1002 170.0 1558 170.0 9086 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 9286 72 in 170.0 1083 170.0 8791 170.0 1278 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170 0 2550 170.0 1488 170.0 2075 170.0 1528 170.0 3400 770.0 1534 • ' • .��7$to �� 170.0 9122 170.0 837 170.4 1348 170.0 1080 170.0 1$70 970,0 1208 170.0 1784 170.0 1322 170.0 2018 170.0 1421 170.0 2249 170.0 1608 170.0 2892 170,0 1829 1700 3140 970.0 9894 170.0 3588 170.0 1705 ' • • LU 11-•• • ° °� 70 In 170.0 1151 170.0 987 170.0 9381 170.0 1118 170.0 7819 170.0 1250 170.0 1842 170.0 1388 170.0 2072 170.0 1474 170.0 2302 170.0 1$84 970.0 2783 970.0 1700 970.0 3223 170.0 1777 170.0 9863 170 0 1788 ••• •• •• • J °°° •O4•'- so in 170.0 9328 170.0 1144 170.0 1594 170.0 1328 770.0 1859 170.0 1498 170.0 21M 170.0 9659 170.0 2391 170.0 1793 170.0 28M 170.0 1918 170.0 9186 170.0 2128 156.0 3415 170.0 2273 138 5 3413 170.0 2361 •°••°° °Z J _ ; vs 98 M 170.0 1497 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 2287 170.0 1784 170.0 2550 970.0 1852 174.0 2895 170.0 2085 180.0 3188 170.0 2336 137.1 3789 186.8 2470 120.0 3989 956.1 2428 °•�°�° �° °� L • lA °• C 108 in 970.0 1$84 170.4 1409 170.0 1813 970.4 1847 170.4 2231 170.0 1870 170.0 2$50 174.0 2078 184.8 2761 170.0 2271 148.3 2781 161.9 2333 123.8 2789 140.4 2281 105.8 2761 125.8 2234 927 2781 718.0 2190 •••••• • Ly ° • • • •• • '. 711 In 170.0 1838 170.0 1454 170.0 1�6 170.0 1700 170.0 2293 170.0 1832 174.0 2821 170.0 2148 751.8 2832 182.3 2245 136.8 2832 148.4 2218 113.8 2832 128.4 2788 87.8 2832 115.9 2128 86.4 2832 148.3 2086 °• °• • X••• •Y 12D In 170.0 1771 170.0 1888 970.0 212b 170.0 9858 164.4 2252 759.8 199'1 135.1 2252 141.4 1864 120.1 2252 127.2 1938 108.1 2252 196.1 1995 84.1 22$2 89.8 1872 77 2 22$2 86.9 1838 67.8 2252 89.a 9808 • • • 0 • • • '�j • 1a4M 10.1 9584 9�6 144b 704.3 1584 9061 1425 89.4 IMM 81.5 1407 782 1564 80.7 130 68.5 1584 72.3 1373 826 9684 85.7 1358 62.1 1564 58.0 1330 44.7 1584 49.2 1305 39.1 1564 44.4 1283 • ° °' ¢ N •.TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA.- Anchor Capacity Table(lbs) ANCHOR CAP. 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metes (DP.)X t }a ANCHOR CAP. ell. 6°Elco 11C SS Elva 8118°Elco 114°SS Elco #10 steel int Steel 812 Steel MULLION CAP.,,,,,,,,, Anchor Cls Patterr� Anchor Tye 3198°Elco Ultrecon 114"Elco Ultrecon UHrecwn 3116°Elco Uitracon 114"Elco Ultraaon Gator Ultracon AggreGator Screw(GM Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Clip CAPACITY REQUIRED"CORRESPONDQdG TO AN Edge Distance{Iny 1° 2-1/2 1° 2-1/2" 3-118" 1° 2-112° 1° 2-112" Z° 3.7/8" 0.54° 0.324° Embedment On): 9-314° 1.314" 1-314° 13/4" 2" 1-1140 1-1/4' 1-1/4" 1-1/4" 1-Im 1-1/4" 2" 1318" 1-31V (see nota 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75°Min.O.C.I Standard Clip(FIg.1 or 4. 390 Iba 390lbs 450 Oss 89a 1be 1644 lbs [�WF [be 280 Ins --3-64ft 7401bs 4881bs 684 Iba 1182 lbs 3281be 420 lbs 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arohcre a.880 Min.O.C.t Stemtasd Clip(Fig.3): 780 Ins 780 lbs 900 lbs 9780Iba 3004 lbs 580 lbs los lbs lava fns 838 lbs 1104[be 2384 ILS 852 The 940 The 91201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors 01.71"Min.O.C.1 Standard Clip(Fig.4y 1180 lbs 1400 lbs 10101bs 2595 Ora WA 940 lbs NIA 1006 WS N/A WA WA 1304 ft 10001b 2240 lbs MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Anchors @ 30 Min.O.C./(2)2x8 Angle Clips(Fig.By 7601ba 780 WS 000 lbs 1660 lbs 1896 on 540 Dre 580 lbs WA 760168 936(ba 880(b8 2364 The 652 lis 8409a 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Analare Q 3"Mtn.O.C./(2)2x5 Angle Clips(Fig.8): 1560 ft 15m m 1360 lbs 3120 lbs 37821 Mo[be 1120 lbs WA 1520 lbs 1672 lbs 1760 lbs 4728 Ina 1304 Ibs 1880 lbs 2240 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors Q 7.8'MM.O.C.t(2)2x5 Angle Clips(Fig.7): 1880 lbs 2100 Iba 1440 The 3760 lbs NIA NIA 1320 Ibe WA 1600 lbs WA NIA NIA 1958 lbs 2520 Ibs 3380 On ANCHOR CAPACITY TABLE. PRODUCT REVISM 4 Anchors Q 1.34"Min.O.C./U-Glp,Into 9/8°Alum.(Fig.8y WA N/A WA NIA WA WA NIA WA WA NIA WA NIA WA NIA 1432 lbs as complyin;with the Flodds 8 Anchors @ 0.64'Min.O.C.I U-Clip,Into 116"Alum.(Flg.9y WA NIA WA NIA N/A WA NIA WA WA WA I WA WA WA WA 2884 lbs f-�-2.000"-'1 Building Code t acceptance No 2 Anchors 4.88°Min O.C./F-Clip(Fig.10y 390 lbs 300 lbs 450 lbs 680 lbs 15321bs 2701 280 Iba 354 lbs 740 ibs 488 Iba 652 Um 11821ba 328 The 420 lbs 580 lbs Ex ;ratio bate 4 Anchors®1.71"Min.O.C./F-Clip(Fig.11y 590 lbs 700 lbs 505 Iba 1288 lbs WA WA 470 The WA 533 Iba WA WA WA 652 ft 01b8 1120 lbs .250" homBY -" Product' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: TABLE NOTES: • 00 0 • 0 • • 00 • • 6 • o• s• • 00 • 00 � O�� LT.Niv l<< 0 0 0 0 0 0 0 0 0 0 0 0 • o o • • o •• 0 0 0 • 0 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON ` 't� •'�10ENSF•'•.F� LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.0000 '.• •'•, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. = * No.58705 0 0 0 0 0 o a o 0 0 0 0 • o o • o • • • 0 0 0 • 0 0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHE 18-20. 0 0 0 • 0 0 0 o s o o • • o o • • o •• • o o • o o ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED FIGURE 5: FIGURE 6: FlGURE 7: IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. .0 V, p t� W 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FQ.LED " �J '• 1 • • • • • • • • CLIP ANGLE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED Q ST E O N (FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" �� �• ''••........LORIUP.•��j; • • • • • • • • 5-7) THICKSTEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �i��,$ MUST BE BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW �l/I�Q��t t%%` • • • • • • • • USED IN THREADS BEYOND THE MATERIAL. 2"X 6"X.25" A. LYNN ALLER, P.E. PAIRS. MULLION FL P.E.#58705 TABLE 11A Mullion Capacity Table Ibs '(g Opening Width(tor verilce*spanning mumons)or Opening Height(for horizorft*spanning muMons) a 60 in 80 in 70 In 80 in @o in 100 in 120 In 140 In 980 in Rectangular TrepfRiang. Recta www TrepRriang. Rectangular TmWTrWg. Rectangular Tmp/Trlang. Rectangular 71mm/Wang. Rectanplar Tr Wftng. Rectangular Tnap/Trlang. Rectangular TnWTdwM.' Rectangular Trap/Uarg. d10, 1.26"x 2.11" Ling Loading Loading Loading Load Loading Loading Loading Loading Loading Loading Lcadtng Loading Loading Loading Loading Loading Loading x.126"Alum Tube Mud a c0 1 � Cv all 11 11111. 11. 111 co t z 42 b1 144.2 b28 187.0 428 120.2 528 148.9 419 103A 828 138.9 414 90.1 526 134.6 411 80.1 525 134.1 411 721 828 194.1 419 80.1 828 134.1 411 61.8 828 134.1 491 46.1 6� 134.1 411 0 .J 481n 98.8 403 108.0 S93 80.8 403 84.7 32b 88.0 403 88.4 320 80.4 403 81.4 397 89.7 403 79.1 316 48.5 403 78.8 314 40.3 408 78.8 314 34.6 443 78.8 394 90.2 403 78.8 394 --I 8A82b In 82.3 382 91.0 309 88 8 392 79.3 294 68 8 3t 71.9 289 81.6 382 g72 28B 46.7 382 84.0 284 412 382 83.6 283 34.3 382 63.5 283 29.4 362 83.6 283 25.7 382 83.6 283 64 b1 67.8 398 74.1 287 58 B 918 84.2 281 46 8 318 67.7 288 42 4 318 65.fi 283 37.7 396 80.8 280 33 8 998 49.8 240 28.5 318 48.1 248 24.2 318 49.9 248 212 318 49.9 248 Lij 601n 49.8 268 63.1 218 412 258 45.7 214 38.3 268 40.7 210 30.9 258 372 207 27.8 258 $4.9 204 24.7 268 33.4 203 20.8 258 32.2 201 17.7 268 32.2 201 1b.b 269 32.2 209 t/� M �F (j `fl e 427 234 46.8 200 56.8 234 59.1 198 30.8 234 34.7 192 28.7 234 $1.8 1B9 23.7 234 29.4 186 21.4 234 28,0 184 17.8 234 28.8 183 16.3 234 26.6 183 13.4 234 28.6 183 LU 66 in 37.2 213 39.4 983 31.0 213 33.7 17@ 28.5 213 29.8 176 23.2 213 27.0 173 20.8 213 28.1 170 16.8 213 23.7 189 98.6 213 222 187 13 3 213 22 0 188 19.8 213 22 0 188 N • 721n 28.8 179 30.1 165 23.9 179 28.8 162 20.4 178 22.6 149 17.9 979 20.3 147 15.9 179 18.7 145 • • • 78 In 24.3 181 28 4 140 20.9 181 21.8 1S7 17.4 181 19.0 136 1b2 981 17.0 133 • • • •• • • •�i 7810 22 8 952 23.6 153 18.8 962 1@.9 139 18.1 152 17.6 128 • •�r • •••••• • to ••• •� TABLE 11 B .I- �+•Q ANCHOR CAPACITY ADJUSTMENT FORMULA: •••• •• Z X• •alp Anchor Capacity Table(Ibsj ANCHOR CAP. ••..• •• Substrete 2.7k Concrete 3.5k�, Hollow CMU DP "�' Q Filled CMU PT Wood Metal ( �)X{ )=ANCHOR CAP.,, • • SMS"Elm ° MULLION CAP. ,,,,,, woo Arrehar Types 3118"Eldre Ultracon 1/4"Elco Uttracon 3/18"Elco Ulirecan 114"Etco Uitrecon 1t4"�Elco 6118"Elmo 114 SS Elco 010 Stmt 1112 Stad4 1/12 Stoat •�••� :• •r � Anchor Clip Pattetne ult�on AWeGator Ultracon AggreGator Screw(G8) Screw(G5) Screw(G6) USE THIS FORMULA TO OBTAIN THE*ANCHOR ' •• LLI ••• •� Edge olateme pa}: 1• 2-1/2' 1" 2-1/2" 3-u8° 1° 2112' r 2-112" 2° 3-116" za o.asa o.64° 0.324° CAPACITY REQUIRED°CORRESPONDING TO AN ••;•; • ix X �y Embednnard r 9-3/4" 7-3l4• 1-3/4" 1-914° 2° 1-114° 1-114' 9-1/4° 7-1/4" 1-114" 1-1/4" 2" 1-318" 13/8 {eee note 4) ACTUAL PRESSURE REQUIREMENT FOR THE N.. .r? OPENING,WHEN IT IS LOWER THAN THE MULLIO ••• �-•07 O 4 5°MB► O.C./(2)2xb Angle cups(FW 1x 780 Ibs 780 lbs 660 Ibs 1560 Ibs 989816a 640 Ibs 560 lbs WA 780 lbs 938 Iia 880 lbs Z U lba 662 lbs 840 lha 1432 Ws CAPACITY(I=RON THE TABLE)OF THE SELECTED • • • 0 .. A. MULLION. IT WILL YIELD A MINIMUM ANCHOR '.• �^ CAPACITY WHICH MAY BE USED TO QUALIFY .� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. REVISED SEE SHEETS-2-4 FOR GENERAL INSTALLATION METHODS. "'1.261r l PRODUCT CT as cornplying vifth the Floida Building Code FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. AcceplAm No I' EVale �v 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 214g• Misnni ale P 1 7 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. , ANGLE CLIP MUST BE USED IN PAIRS. 125„ 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 T ���� ON4 -\,YN.,4f, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125" 1 �'� .•'�,\GENS�r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 128°X 2.11"X.126,MULLION Q >ar LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *;' No.58705 THE MATERIAL. --o � � !t 30 [1 • w� ��0•• STA E OF :''C-0 A.LYNN MWL'ER,P.E. FL P.E.#68705 TABLE 12A . Mullion Capacity Table(lbelRe) ® �x� � m OpeningWidth forvertica -s enrd munions or ( pY P � ) �n�9 Height(for horizontally-spanning muUioraga) � 60 In a0 In 70 In a0 in 90 In 100 In y Rectangular TrapfTrlaip, Recterpuler TmWTdang. Rectangalar Tia 1201n 140 in 180 G 3.26"30 L�rp Loading LoadbV Loading Loadm Loading uxwft Tra�Me. Recce Trep/Trlang. Rectangular TnLoadnq Rectangular Trep/iHerp. Rectangular Tiep affina . Re Loading TYeplTriang 4 LaecOne Loadb� Loafing LQadin9 Loadfrlg Loading Loadrp LaseBng � DEG.AL _ +_ _ _ _ _ � �i _ ,i± .. A 6 BAY MULL IS 121 211 � � d N 42 In 170.0 820 170.0 435 170,0 744 170.0 478 170.0 We 170.0 808 170.0 992 170.0 618 170.0 1118 970.0 621 170.0 9240 170.0 521 170.0 1488 170.0 521 170.0 1736 170.0 621 148.1 1740 170.0 521 0 48 170.0 7� 170.0 524 970,0 850 470.0 584 170.0 992 170.0 830 470.0 1933 170.0 881 171LO 1275 170.0 877 170.0 1417 970.0 880 162.2 1522 170.0 MO 130.6 1522 170.0 060 114.2 1522 170,0 880 SUM In 170.0 747 170.0 583 170.0 096 170.0 831 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 4345 170.0 747 164.2 1443 170.0 756 138.9 1443 170.0 7a6 197.3 4443 170.0 788 102.6 9449 170.0 758 W O 54 hl 170.0 797 170.0 812 170.0 958 170.0 691 170,0 1118 170.0 754 170.0 12M 170.0 803 100.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 889 103.1 1353 170.0 881 90 2 1363 170.0 881 i J M 80 In 170.0 885 170.0 701 170.0 1083 170.0 797 187.0 1218 170,0 878 948,1 1218 170.0 944 128.9 1218 169.8 938 118,9 1218 15'2.1 024 87.4 1218 148.1 913 83.5 1218 146.1 913 73.1 1218 148.1 913 fn 63 In 1700 M 170.0 745 170.0 1118 170.0 850 150.2 1150 988.8 933 131.4 1150 183.0 914 118.8 1150 141.8 898 105.1 1150 1342 $85 87.6 1150 126.7 871 76.1 1150 128,2 670 85,7 1150 128,2 870 = Lu 66 In 170.0 874 170.0 788 1524 104$ 165.8 884 430.8 1048 148.6 804 114.3 1046 1311 850 101.8 1048 923.4 839 01,4 1048 118.8 830 76.2 1048 909.4 821 65.3 1048 108.2 818 67.1 1048 1082 818 9 •z • m 72 In 140.8 860 147.9 784 117.4 880 126.0 748 100.8 880 110,$ 734 88,0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 59.7 880 79.2 899 50.3 880 78,5 M 44.0 880 70.4 888 �'• • • J' •• • •• • • m a 78 In 118.7 T� 428.1 880 89.8 780 908.4 878 85.5 790 93.3 WS 74.8 780 83.9 852 86.6 790 78.8 84.9 58.9 7� 71.7 835 49.8 790 85.1 824 4Z.8 790 821 619 37.4 790 61.fi 897 -*04 � •••••• '�tt ••• •s' +� 78 bl 110.61 780 115.5 867 92 3 7� 98.1 844 78,1 750 85.9 832 89.2 760 77.1 821 61.6 750 70.8 612 65.4 750 65.7 605 48.2 750 59.4 594 39.6 750 58.2 588 34.8 750 86.5 688so •••i•• r In 721 683 74.4 600 8D.1 863 82.9 491 59.5 569 64.8 483 46.1 669 48.9 475 40.1 683 44.4 468 38.1 5W 40.9 482 30.0 583 38.2 452 25.8 583 33.3 446 22.5 583 31.8 442 000000 :• • m 0 z • i, 96 •••• �� LU Z In 89 4 49b 81.1 443 49.5 495 61.8 4Sb 424 495 44.8 427 37.1 495 30.9 421 33.0 495 38.9 415 29.7 495 33.2 409 24,8 495 28.1 400 21.2 495 28.6 304 98.8 495 25.0 3� •••••• • W • Q 108 h1 41.7 391 .428 353 34.8 399 35,8 948 28.8 399 54.1 342 281 381 27.8 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4. 391 18 7 321 94.9 981 17.8 99b • • •• • (� •• •. .. • W (7 •.• •i 111 in 38.4 370 39.2 335 32 0 370 33.0 330 27.6 370 28 8 325 24.0 370 26,3 320 21.4 370 22$ 318 19.2 370 20,8 312 16.0 370 18.1 305 ••••.• •ir W • • • •� 920 to 30.4 S17 �.9 Z89 25 3 317 28.0 284 21.7 317 22 5 280 18.0 317 19.8 278 18.8 347 1. 9 273 •• • 944 in 17.8 220 17.8 20.9 i •o• • Q co i` • 'TABLE 12B •, , hor Capacityi Table(69) ANCHOR CAPACITY ADJUSTMENT FORMULA: AncANCHOR CAP. Substrate: 27k Concrete 3.6k Cono. Hoaow CMU Filled CMU PTWood Maul {DPS,)X{MULLION CAP.�,,,m �=ANCHOR CAP., - bl18°Elm V4"Ss Ecco 6d18"EIco 114°SS Elco #10 Steel 012 steal #12 Stem USE THIS FORMULA AP OBTAIN THE ANCHOR Anchor Type: 3/f8"Elco Ultlacon 114°Etoo Uaracon 9/18"Elco UlUacon 114"Ecco tJltracon " Anchor Clip Pattem Wkraeon AWre�ator Lfitm n AggreGator Screw(GS) Screw(GS) Screw(G5) CAPACITY REQUIRED" OBTAIN THE OAN TO AN Edge Distance(hl}: 1° 2-1/2' 1" 2112° 3-UB' 1' 2-1121 1" 21W r 3-118° 2" 0.48' 0.64" 0.324" CAPACI PRESSURE REQUIREMENT FOR THE Embedment Mx 1.3/4" 9-3/4' 1-314' 1-3/a" Za 1-414' 1-4d4" 1-114° 1-•U4° 9-we 1-914" Y l-NW 4.3/8 (see rrote 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anthea(�5°Mtn O.C.!(2)2x6 Able Gaps(Fig.91 380 Ibs 380 Ibs 450 ii• 890 Ibs 1700 Ibs 270 Ibs 280 354 ibs 740 lbs 468 Ibs 720 lbs 1182 lbs 328 lbs 420 Ibs bB0 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 nohm 2.7f Mlle.O.C.i(2)2x5 Angle C*(Fig.3y 780 Ibs 750 Il• 790 Ibs 1670 lbs 2525 Ibs 640 abs 680 The WA 1120 Ibs 936 Ibe 8a0 lbs 2384 lbs 652Ibs 940 lbs 1120 ft MULLION. IT WILL YIELD A MINIMUM ANCHOR BArtclais®271°Min O.C. (2)2x5 Angle Clipa(Fig.3} 1120Ibs 1120 We 9581)s 2246 lbs 2254 We WA b40 Ibs WA 1060 Um WA 4320 Ux WA 978 On 1280lbs 168D Ibe CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT � FIGURE 1: ANCHOR CAPACITY TABLE. SED as complyift with the Fib • • TABLE NOTES: A N � fI • J 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. sell vw� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 1Miam ade Prod;tic a rol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ti t i i 1111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. •125" • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED W `� ••••''•• �F �� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 300 � Q,:• � 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° ' :• N0. 58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 806345 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 08 GAUGE).STRUCTURAL STEEL TO BE AT3(r,' � STAT�ZIP w� LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Y �. M IWON E O • • THE MATERIAL iO�• '•.,PCOR1Op:••'��.� ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. ` A. LYNN I&LER,P.E. FL P.E.#58705 TABLE13A Mullion Capmelity Table obsme • Opening Width(for verticall"parming muglons)or Opening Height(for hodwrila*spannirg mut6ons) so In- OD In 70-In In so Ur100 in 120 in 140 In 180 In �• Rectanguler Tmp/Tdam 'RecWj la Tmp/Tnva Rectangular Tiop/meng. Recterpuler Trap/Tderg. Rectangular Trap/Tdarg. Rectangular Tasp1'triarg. Rectangular TFT Triarg. Rectangular Trap TrIanp. Rectangular Trap/Trleng. a 3.26"45 ►ng Lcedtrg Loading Loading Loaft Loaft Long Loading L= t8 Loaft LOW" Castling Loading Loading LWAM Loafing Loading Loading s DEG.AL BAY MULL ��µp¢ �({up�j` qp yp yp tl_1 a_ _ _ a . � G 04 2 g a~ ! Ii N , fix 21 jai: ae: ao: >_ sot a a �G a 4z Qc� ,� a � QK r� aa-' �' � jG �C Z 42 In 170.0 M 170.0 1 436 170.0 744 170.0 478 170.0 See 170.0 � 170.0 992 Vox 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 529 170 0 1735 770.0 521 180.3 1879 170.0 521 0 481n 1700 708 1700 524 1700 65D 170.0 594 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 877 1700 1417 1700 ON 163.7 1637 170.0 680 140.3 1837 170.0 680 122.8 1837 170.0 880 J b0.025In 170.0 747 170.0 583 170.0 $08 170.0 631 170.0 1046 1700 084 170.0 1195 170.0 723 170.0 1345 1700 747 170.0 1484 1700 755 147.1 1552 170.0 756 128.1 1552 170.0 756 110.4 1552 170.0 758 i 54 in 170.0 707 1700 612 170.0 888 170.0 691 170.0 1118 170.0 754 170.0 1275 1700 803 170.0 1434 1700 837 155.2 1485 170.0 858 129.3 1465 170.0 881 9108 1458 170.0 881 87.0 1455 170.0 881 Lu Rp e0 to 1700 888 170.0 701 170.0 1003 1700 787 1700 1240 170.0 978 167.1 1309 170.0 944 139.7 1309 170.0 996 928.7 1309 183.5 994 104.8 13� 957.1 982 89.8 7309 157.1 802 78.8 1309 157.1 982 83 in 170.0 m 1700 745 170.0 1118 170.0 OW 1628 1247 170.0 940 142.5 1247 164.5 983 128.7 1247 152.8 M 114.0 1247 144.3 852 95.0 1247 136.2 ON 81.4 1747 136.7 935 71.3 1247 135.7 935 2_ W 86 In 1700 974 170.0 788 170.0 1189 170.0 903 148.4 1190 183.7 885 9�.9 1190 147.9 945 t75.4 11� 93$5 828 70:19 11� 128.4 914 88.8 1190 118.6 898 742 1990 11$.1 893 84.8 1180 1161 893 IL • •'3t J F 72 in 189.8 1010 188.8 877 134.7 1090 144.8 868 115. co 4 1010 127.2 642 901.0 1010 174.7 � 89.8 7090 105.6 817 80.$ 9010 98.8 807 87.3 9010 90.8 785 87.7 1010 87.8 7� 50.5 1010 87.7 789 • • • •• J • • • • 78 b1 937.4 908 143.8 782 774.8 906 9220 775 88.1 90$ 107.1 789 86 9 908 00.2 749 78 3 906 08.2 738 88.7 908 823 728 57.3 908 74.7 718 49.1 906 712 710 429 806 70.8 708 •• • • •• •••�•• •• • } •• •µ r°$ 78 M 127.1 l�9 732.8 784 105.9 881 112.5 738 80.8 887 N.8 725 78.4 881 88.8 793 70.8 887 81.0 703 89.8 869 75.4 894 83.0 869 88.4 p1 48.4 861 84.6 875 38.7 881 89.7 872 go In •••••• 827 848 85.4 574 88 9 848 721 864 591 848 8'19 554 51.7 648 58.1 US 48.0 649 60.8 537 41.4 846 47.0 830 34.6 648 41.5 519 29.5 846 38.2 511 25.8 $46 38.5 am •••• •• m ' ' • • • • 88 n 88.2 688 70,1 608 58.8 588 58.1 499 48.7 508 51.4 481 42.8 So 45.8 483 37.0 568 41.4 476 34.1 868 38.1 470 28.4 588 33.4 459 24.3 am 30.5 452 21.3 586 28.7 447 •••• • • � • � 708 to 47.9 448 48.9 405 39.8 448 412 3� 34 2 449 35.7 393 29.9 448 31.7 387 28.8 449 28.8 362 23.8 449 28,1 377 20.0, 449 22-7 968 17.1 449 20.4 369 95.0 449 18.9 358 •"'•• • • • •• • •• •• • •� W •• • 111 44.9 428 45.0 365 38.8 428 37.9 ]3"731.5 425 32.8 373 27.8 425 W-1 387 24.5 425 28.22 221 426 24.0 358 184 425 20.7 350 15.8 425 18.$ 343 ••••••120 h1 34.9 384 95.8 339 212 8.7 384 28.8 24.8 384 �.$ 321 Z1.8 364 22.8 997 184 384 �b 319 17.8 384 16.7 908944 in 20.2 253 �.4 233 18.8 263 17.1 • • • Q • :TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: •' �� Substrate: 27k COncreta Anchor Capacity Tabs(ft) ANCHOR CAP...... rX 3.511 Corn. Hallow CMU (DP X a Ffiled CMU PT Wood Metal �•) } ANCHOR CAP., ,, MULLION CAP.,�,,,,� Arlt C Pat6ems Anchor�: 3118"Elco tnbum u4°Elco Ultmmn 5/10°Elm 3118°EICO Ultracon 1/a°Elco I tracon 1/4"SS Elco 5/16°Elco 114°SS Elco 010 Steel #12 Steel #12 Steel ° �P u1bacon AggreGetor Uitnecon AggreOetor Screw(GS) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Distance ft 10 2-- r 2-Wr 3-1/8° r 2-Wr 1" 2-vr 21 3-7/$° r 0.48* o.b4° 0.324° CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(inn 1-314° 1-314° 9-3/4" 1-314" 2° 1-1/4" 1-11a" 1-114" 1-714° 9-U4" 1-114° 2° 1-3/8° 1-3/8 ACTUAL PRESSURE REQUIREMENT FOR THE (see rrote a) OPENING,WHEN IT IS LOWER THAN THE MULLION 2Aach0m @ r Mtn.O.C./(2)tub le Clips(Fig.1}: 3901be 390 Ibs 450 Ibs 890 Ibs 1700 Ibs 0_6 Ibs 280 Ibs 354 II• 740 Ibs 408 Ibs 720 lbs 11-82 1be 328 lbs 42011• 5811 lbs CAPACITY{FROM THE TABLE)OF THE SELECTED 4 Ar>Chate 3.6"Mtn.O.C./(2)2x5 Angle Crips(Fig.2p 7801be 780 lbs 790 Ibs 1670 lbs 2825 1 b 640 Ibs 580 Ibs MIA 1120 lbs 936 Ibs 860[be 2364 lbs OR Ibs I 640 lbs 11201be MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 Anchors @ 2.71°Min.O.C./(2)2x5 Angle Clips(Fig.3} 11201be 1 1120 lbs 959 Ibs 2248 ft 2254 On WA 040 Ibs MIA 1058 The I N/A 1 1320 The MIA 978 Ibs 1 1250 Ibs 16601!• CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE pRCiDUCf I2EdI86D FIGURE 1: ANCHOR CAPACITY TABLE, as complying with the Florida TABLE NOTES: Bm7dfim Cade Acceptor m No .d • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Expfiatfan.49ft SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M ade No �Itllllt// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. fin • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN ,125" 45° 4N(•%"••••MilCE`'��i� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ��••'•GENS • 'P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" : N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.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 �'p LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°BAY .'p Tp E OI` • • THE MATERIAL. MULLION �•.'•. S \ � O •• CORIOA••' ��� ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. NAL A.LYNk MILIA,P.E. FL P.E.#58705 1.000" on --� 1.000" f-- -y 1.000° .125° .125" n " .125" .125° 2.750" 2.750" .125" 3.125" .125 3.188° b 2.000" 2.000" .125" Go 2.118" .125" .265" •g 375" G,75" .55000650" " r .125" O y 1 1 .900" 1 1"X 2'X.125"MULLION 1"X 2'X.376°MULLION V X 2.76"X.3750 MULLION 1'X 275°X.650,MULLION 10 X 3.126°X.5"MULLION 1.25"X 3.188"X.21W MULLION 128"X 2.11'X.125°MULLION 8063-T8 ALUM. 8083-T8 ALUM. 8003-T8 ALUM. 8003-T8 ALUM. 6083-T8 ALUM. 8463-78 ALUM. 6083-T8 ALUM. Q X-SECTiON X-SECTION X-SECTION X SECTION X-SECTION X SECTION X-SECTION W o 111 TABLE A 4 U-CLIP 8003-T8 ALUM. Dimension Value (In) For Mullion: � co STANDARD CLIP I X-SECTION 2X6 ANGLE CLIP Z LU 2.000" 6063-T8 ALUM. 2.126" 8003-T8 ALUM. A 1.$25 • • 2 . "" x-SECTION 2.000" x SECTION B 2.654 1"X 2"X.125" ••••; •.5 a I I C 0.885 Aluminum ...... V .. .� .125° .125" D 0.740 Tube Mullion E .450 Min. •••••• ;• Z • .125" I f� I A 1.125 •••• • •1» Q . • .740" t-- •.•... Z " B 2.404 1"X2"X.375" •••••• •• • 0 . 6.600 C 0.$35 Aluminum ;••;•; •� � 3.125° CUT HERETO .376" .375" -"r_CREATE F-CLIP,SEE MIN. .338"MIN. 6.000" .375"MIN. D 0.480 Tube Mullion •• :• • • MMI. DETAIL F,SHEET 4 • U-CLIP E 0.450 •..• : . .a • LIN USED FOR ALL 1 uX 2"AND A A 1.875 " � •• •� � IN. I -}- A A I E _ _ _ _ 1"X 2.76°MULLIONS. B 3.000 1 X 2.75 X O.C. SHEETS 68 0.312" C 0.757 .375 Aluminum '-- 0.312" 0.225' ' TOPVIEW 3000"MIN. D 1.118 Tube Mullion STANDARD CUP 2X5 ANGLE CLIP E :450 Min. 8063-T8 ALUM. 8083-T8'ALUM. A 1.312 TOPVIEW '17TOP\REW B 3.000 1"X 2.75'X .338"MIN. C 0.476 '65" U-CLIP TABLE B Aluminum 6003-T6 ALUM. 1'X 3.125"X.600" PGT Part# D 0.838 Tube Mullion PRODUCT REVISED p► MULL ONLY.SHEET 9 Mull Dimension deet E .450 Min. 5.500" .375" I { #} as comQ1Yift with the Flfdde .375" MIN. E TOPVIEW Mullion Std.Clip Offset Clip U-Clip Angle Clip A 2,000 Building C xIc MIN. 1"X 2"X.126"(5) 6=5 666113M 86611 IBM 666243M 866511 M B 2.$37 1"X 3.125"X Ecce�ce i1"X 2"X.37&-(6) 866006 666114M 8861118M 866244M 866512M C 0.863 .500"Alum BY 1.15" D 1,137 Tube Mull Miami Prod MIN. 1"X 2.75"X.375"(7) 66807 66611.5M 6661120M 666245M 666513M O.C. tlllilr! 0.312" B .338"MIN. 1"X 2.75'X.650"(8) $6608 666116M 8661121 M 886246M 666614M A '` t 51n. ``� N� Ly IN IV U-CLIP �� �O .• ........ !� i 8003-T8 ALUM. 1"X 3.125"X.500" (9) 66637M 6661116M 6661114M 666242M W6515M B 3.2$2 1.25"X 3.188" .� �'� '��CENSF '•.,�A �� 126"X 3.188"X.266° 1.25"X 3.188"X.265"(12) 66641 M 6661117M 6661113M 886241 M $6B516M C 0.862 X.265"Alum Q '• ••'• D A MULL ONLY,SHEET 12 Tube MUII _- * NO. 58705 TOPVIEW 1.28"X 2.11"X.12&- (15) $9370 NIA NIA NIA 686517M D 1.782 I E .450 Min. I C ELIZ OFFSET CLIP .125 NOTES: 1.28"X 2.11"X :• a It 3d 11 A 1.813 •.121"Alum ��p STATE OF ;• ki 80TOP ALUM' "-I..-) _ , 1 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.IF NEEDED i •'•.•ALORIOP•'' �\ TOPVIEW .740 I�' ) HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. Tube Mull �� c+s ......... //, IpNM- 2)SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. A.LYNN MILLELR,P.E. FL P.E.#58705 -� 1.000" 1.000° f-- .740" rt n Irt .126"F -+-J I•�.125' ��� i I .126" Id 4.000° 4.000° 2.000° 2.125" 2.000° b .125° .126° 1 .125" I .125" .126°� Z � . STANDARD CLIP U-CLIP 2X5 ANGLE CLIP .125" 6063•T6 ALUM. 8083-T8 ALUM. 8�i-T8 ALUM. .376" X-SECTION X-SECTION X-SECTION W 1"X 4°X.125° 1°X 4•X.375° � 5.500' � � MULLION MULLION 8D8 SE ALUM. 806 SE ALUM. .375° 3.125°---f _CREATE F-CLIP,SEE .375"CUTHERETO S.�Op .375° 0 X-SECTION 2.881 X-SECTION MIN. j DETAIL F.SHEET 4 MIN. g 07 1.377°'a ° .125" I .338" Z W 1.15° ("� .375° • IN.,'�/ �0.312° MIN. 0.312 .. d • I O.C. I ( • ••• •° •� J P F V .. .` .125' 2.875"� - T - - � F � o 30° r F �••••� i •� iC O .. o 3250" O O 2.71-*Ai -O.0 0 •• • 30°BAY MULLION J • 8483-T8 ALUM. r O (BA)l�IftLU) X-SECTION i O O 3arlmiN.i7C. ;° �~ • •oo+► (1"x r MIUS) - K0.225" .. . • �'C8 STANDARD CLIP U-CLIP 2X5 ANGLE CLIP •� • 608348 ALUM. 6083-T8 ALUM, SW348 ALUM. � 8,409' TOPVIEW USED FOR ALL 1" TOPVIEW X 4"MULLIONS. 1.877" .72� SHEETS 10 S 11 TABLE C 6.600" TOPVIEW .375° 376" Dimension Value On) For Mullion: MIN. F 3.687 " " " I 1X4 X.125 G 1.000 Aluminum '125" 45" 1'16° + H 2.680 Tube Mullion MIN.„/ PRODUCT Rwfth ti y O.C. + `0.312" F 3.187 " " i with lite Florida I 1 X 4 X.375' �m�Y� 46°BAY MULLION 3.260" 2.260" i 3A00° G 0.757 Aluminum $uil'�8�° 1111+I Ac=PUu=No• •�1 646SE ALUM. I H Tube Mullion E am l�ii X-SECTION I H 2.430 I {� O F 2.813 30°Bay Mull sp 0F 2.875 45°Bay Mull M'ag'i Fro .226"� �--.981' , . t l i I lilt Rj$ �\\ -i VYNN /yj // 125" TABLED �` � ��GENSt- <<F�'Ile �: .740" Mull Dimension PGT Part# ;'• '•.• {sheetMullion Std. Clip Offset CII p U-Clip Angle Clip *: No.58705 NOTES: OFFSET CLIP 6063-TB ALUM. 1°XV X.125"(10) 6M 666111 M 6661122M 666241M 666518M jr 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED AND TOPVIEW 1"X4°X.375"(11) 66610 686112M 6661123M 666242M 866518M ••'•, ST 3E lit F '• �: CONTAIN UNUSED HOLES.IF NEEDED, HOLES MAY BE DRILLED IN Q ?; THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 30 Degree(16) 6$848 N/A N/A N/A 8665110M •''• �'tORtpQ•'• T_.._._ __..___....._ 45 Degree(17) X850 NIA WA NIA 6665111M •;SS/ONAL�.• 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. L/19/IUfNAX-,P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Part 0 ri (sheets Mullion Std. Clip U-Clip Angie Clip �' '125° --j�--.125• 1 14 2"X 4"X.25°(13) 66602 666261M 666271M 6665112M p I STANDARD CLIP I { 2X8 ANGLE CLIP 4 L2' 8°X.2&'(14) 86604 866262M 866272M 6865113M 8083-Te ALUM. 2.000" X-SECTION 2.125° 8Q83-T8 ALUM. 8083-T6 ALUM. NOTES: I I XSECTION 2.000" X-SECTION " LL ItV 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED •1250 i .125• .125" � AND CONTAIN UNUSED HOLES.IF NEEDED,HOLES T Z N MAY BE DRILLED IN THE FIELD FOLLOWING 1 i to DIMENSIONS GIVEN ON THIS SHEET. 1.490• I--1.490•-►I Q J 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION 5.500" -j METHODS. CUT HERETO W U o 2.000° 3.500° CREATE F CLIP, 5.000° .375° rir_SEE DETAIL F. .375 .375° 3.000°MIN.O.C. L N MIN. SHEET4 MIN. 0.226° .375° Z MIN. U) 0-7 ° ' •6UJI � I 1.344 I 0.3120-P z 1.715 2.688• O.C. i : .•. .. F3in 1,L 4.000° MIN.O.C. i •• • ..I a • . .. ..+ l, .260° 2"X 4"X 25° 3.438" � 'I` 3.436° � - Q-- - - •..... FJ � MULLION 0.312° I &4W Z Q • Q 6063-T8 ALUM. •••••• •• • ...• ; .� Q X-SECTION :••: :• Z • O IF o O O�� , Mme... .. o .. -21fi••i•i •��• _j •p 2.620° L- .637"MIN.O.C. • • i• • • •p .260° • • • • STANDARD CLIP U-CLIP 2X5 ANGLE CLIP •• •• • ' • 6083-T8 ALUM. 6063-T8 ALUM. 808348 ALUM. • TOPMEW USED FOR 2•X 4° TOPMEW 5.5000 _MULLION.SHEET 13 CUT HERETO TOPMEW .375" 3.500° CREATE F-CLIP, .376° 6.0000 MIN. SEE DETAIL r-SHEET 4 F. MIN. 0.225" 3.000• ,.375" MIN. I t O .375" 1.715" 1.344" MIN.O.C. � O.C. iPRODUCT REVISED Q I Q 1hq a complyltrg with the Florida Buiildhis Code 0.312° Acceptance No -0 250• ' 6.000° - - _ _ _ 4.868" _ _ - Ex � 6.436• By 5.438" I 5.438° Miamiads!'toduc`��tylil �� 2"X6°X 2 �� MULLION O ► O . �pN • ... ���� N ' 6063-T8 ALUM. , 00E X-SECTION I .b i i Y .375" '� No.56705 O 0 0 O MIN. _ L L11 Lfj: 250° 2.820° 637"MIN.O.C. ��p'. ISTAOFT '_�� U-CUP i�•••'••.FLOR10p;••��� STANDARD CLIP 6053-T6 ALUM. 2X5 ANGLE CLIP s ���` 8063-T8 ALUM. USED FOR 2"X 8' 6063-T8 ALUM. " i/js�ONA�-1"'0 TOP VIEW MULLION,SHEET 14 TOPMEW A.LYNN MILVEI R, 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 2-114".THE OPENING REQUIRES A DESIGN PRESSURE OF+$0.0/-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1-=65".REFERENCING SHEET 22,THE COLUMN USING -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,0%60,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 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 q FENESTRATION DET ' NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT`S SHEETS APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULUON(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION L 04 ENGTH A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 1f ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL. (0 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 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE .I r 2.9 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Ix IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W G� NO ANCHORS IN WiN�W SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: I M --�32- tU OPENING wr�ro WIDTH (60 PSF)X{ 1 BS )Q 524.8 LBS (MAYBE USED TO QUAUFY#10 STEEL SCREWS FROM TABLE 4S) Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A DESIGN PRESSURE OF+50A/45.0 PSF. • • FOR THE VERTICAL MULUON: " ' •�r 1)INITIALLY ASSUMING THAT Ala WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72-+1"=105-AND THE OPENING WIDTH IS 36"+36"+1"=73-.REFERENCING SHEET 22, ••• •• a 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 •... .. J 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. ••,..• ; • y MULLWIDTH 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 .••o: • a- " ' �C AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 0 •• •tri FROM TABLE 9A,SHEET 13,THE 2'X 4-X 250"MULUON(LENGTH=108-,OPENING WIDTH a 80'HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ' ' • • SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. • :• DETAILS,SEE • • • '�► V• , FENESTRATION 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"+38"+2"=74-,NOT 73"AS PREVIOUSLY •• • •• -? PRODUCTS 2'3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-1/2-+35-1/2'+2-=73'). j ' r 2)USE TABLE 98 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED Vlo _ _ CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. �-SEE SEE 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 DETAILS, ppp_ THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR 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 HORMION MULLION TYPE COULD BE CHOSEN. ION RODUCf REVISED is with tim FUrI � �// 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72-+20=106-.REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE C°mPl � USED.FROM TABLE 9A,SHEET 13,THE 2'X 4"X.250'MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE wT�ng Code aceptettca No SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. �) e DETAILS, 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" p SHEETS WIDE.IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH 2-3 (4)3/16"ULTIZ4CON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED r�W 11 I I I I I t ANCHOR CAPACITY OF 521 LBS. 38',HORM II 3r.HORIZ. ,••. I---- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 9B FOR THE U-CUP SHOWS THE ANCHOR 't •��GENSLc '•.F'Q �� MULLLENGTH 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 •'•,•i1C OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. C NO 58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION: CA 1L' +/--170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; r o t•U +!-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION) �� STA +1 .: "z' THE LOWEST DESIGN PRESSURE IS+/.fi4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 0i(�•'•.,. FCORWpP,•��� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONO �..• ` NAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNNI IM�IW� 4,"P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 R /_ ;I1/ � � !I / �\=,�i..:.:..:�:•��-:�iiiiiii� ��,�iirrrii�=�i..:ii-iii' III, ,� 1 �I ►i � � -� /// � ,I "�' / iiii� t j I! t � IIIIIi/ t �/ �// II i� • � 1 e 1 Ili � °l� �//moi /// °�, - - _ '��► ,� - �I! ! �� '�� i l �--- ��__ /�•_� f� /Irk//.► -01 --- f� IN li_ I - !p \l �– - II __ -- -------- ----___ -- HINGED DOOR fl: • •" i • • 58705