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Building Permit Application
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number:: l I •�S l� o�J, P 'G £° '° - Building Permit Application Planning and Development Services ; Building and Code Regulation Division Commercial Residential 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax:(772)462-1578 PERMIT APPLICATION FOR: PROPOSED IMPROVEMENT LOCATION s��.a � I(.D c;S Address: -)q( O S Qc_��,.n �� Ur��� �0ri is-posev" B ec<<.t", Property Tax ID#: \ —000 — G Lot No. Site Plan Name: Block No. Project Name: DETAILED DESCRIPTION OF WORK: �s7., _Apr\ 1 � ` is� � l / r�c,��-� ScU,�-s New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply- -Mechanical _Gas Tank _Gas Piping _Shutters Windows/Doors _Pond _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ n �? Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR;` Name V a A\ �\e c Name: Address: )'I( b Company -ZX/Arfe�- / �J� City: State: Address: l Cwl > �� Zip Code: Fax: city: Cr-S/— -� State: L Phone No. 1 - ZL,1 - I S Zip Code: Fax: E-Mail: Phone No..__5a, " Q� 3,9667 Fill in fee simple Title Holder on next page(if different E-Mail 4C ifgV-" 401n from the Owner listed above) State or County License If value of construction is 2S00 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. C h SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION H - a _ DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St_ Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our N Commencement. . f�_ �_� Signature of Owner/Lessee/Contractor as Agent for Owner Signature of ntractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF . COUNTY OF Sworn to(or affirmed)and subscribed before me of Sworn to(or affirmed)and subscribed before me of Physical Presence or Online Notarization Physical Presence or Online Notarization this day of ,2020 by this day of 12020 by Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Hannah De Ruys solie NOTARY PUBLIC Commission No. (Seal) Commission No. 'ot �- STATE OF FLORID Comni#GG241993 Expires 7125/20220 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 'sue ' 1 JOANNE WAN, CLERK. OF THE CIRCUIT COURT - SAINT LUCIE COUNTY File Number: 1831745 OR BOOK 1320 PAGE 1536 Rmarded:08/11/00 12:45 AMENDMENT TO THE DECLARATIONS OF CONDOMINIUM OF SAND DOLLAR VILLAS CONDOMINIUMS A.B,C,D AND E. ST.LUCIE COUNTY,FLORIDA The Declaration of Condominium of Sand Dollar Villas Condominium A,B. C, D and E have been recorded in the public records of St.Lucie County,Florida at Official Records Book 324, Page 1952 et.seq., Official Records Book 327, Page 2576 et.seq., Official Records Book 332,Page 1133 eLseq.,Official Records Book 332, Page 1436 eLseq.,and Official Records Book 348,Page 1585 et.seq.,and Amended at Official Records Book 324, Page 2019 et.seq.,Official Records Book 328, Page 1060 et.seq.,Official Records Book 327,Page 2640 et.seq., Official Records Book 332,Page 1432 et.seq.,Official Records Book 332,Page 1501 et.seq.,Official Records Book 348, Page 1650 et.seq.and Official Records Book 619, Page 568 et.seq. The same Declarations of Condominium are amended as approved by the membership by vote sufficient for approval at a Special Members Meeting held on July 17,2000. 1. Section 8 is hereby amended as follows: 8. MAINTENANCE.ALTERATION AND IMPROVEMENT Responsibility for the maintenance of the condominium property,and restrictions upon its alteration and improvements,will be as follows: 8.1 Apartments. (b) By the Apartment Owners. The responsibility of the apartment owners will be as follows: Record and Return to: L C Cornett,Googe,Ross&Earle,P.A. P.O.Box 66 Stuart,Florida 34995 f^ f.•, OR BOOK 1320 PAGE 1537 4. Hurricane Shutters. For the purpose of protec ong the common elements and apartments,all owners of apartments above the ground floor are required, at their own cost and ex pense, to Install,maintain and replace hurricane shutters on all $ windows and on the perimeter of all balconies of apartments. Specifications about the : .� design,color and style of the shutters have been adopted by the board of Directors and must be followed. All Previously approved shutters in place as of the effective date of this .`' amendment will be grand-fathered in,however,replacement of any such grand-fathered shutters must be located along the perimeter of the balcony and in compliance with the. specifications adopted by the Board of Directors. All shutters must be in place prior to July 31, 2001. j (The balance of Section 8 remains unchanged) 1 2. The foregoing amendment to the Declarations of Condominium of Sand Dollar Villas Condominiums A,B. C. D and E was adopted by the membership by a vote sufficient for approval at a meeting held on July 17,2000. 3. The adoption of this amendment appears upon the minutes of said meeting and is unrevoked. 4. All provisions of the Declarations of Condominium of Sand Dollar Villas Condomin iums A B.C.D and E are herein confirmed and shall except as specifically amended herein. remain in full force and effect, IN WITNESS WHEREOF,the undersigned has caused these presents to be pigned in its name by its President,its Secretary and its corporate seal affixed this Q7 day o s y f ,2000. WITNESSES: SAND DOLLAR SHORES CONDOMINIUM ASSOCIATION, INC. By: WitnessY ll l� #1 Signature Richard Portante, President �fbn>,9s yt U,B l� V P Pr' ted Na a of ess itn i A s#2 Si tur Printed Name of Witn ss N i OR BOOK 1320 PAGE 1538 B • F Witness#1 Signature IMMS B . Secretary P 'nted Name of Witness i << a�'� It ss Sing • re =''x:©' :' df O �^f+s 'tip;.4��:•`�� rt Printed Name of Witne ss STATE OF FLORIDA COUNTY OF ST. LUCIE The forgoing instrument was acknowledged before me on A2&V s-r W 2000,by Richard Portante as President of Sand Dollar Shores Condominium Association,' Inc. [X)who is personally known to me,or[ )who has produced identification o [Typef Identification: �, t I t l � Notarial Se DAVID I,MOUTH Notary Public Pow Printed Name: RATr in „V,,,�WM, M Commission Expires:--uoc ? STATE OF FLORIDA COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before me on Av Gv sT y 2000 by Phyllis Brown,as Secretary of Sand Dollar Shores Condominium Association, Inc. [,M who is personally known to me, or[ ) who has produced identification [Type of Identification: Notarial Ss o� TM Notary Public I 21. Printed Name: AJ 1b /YI`C�AYN ADVAWA,O ',r Commission Expires: nk ;e -it�s.,v3 _ 14 .t1•h • . OR BOOK 1320 PAGE 1539 CERTIFICATE Sand Dollar Shores Condominium Association Inc., by its duly authorized officers, hereby certifies that the Amendment to the Declarations of Condominium of Sand Dollar Villas Condominiums A,B,C.D and E,a copy to which this is attached hereto,was duly and regularly adopted and passed by a vote sufficient for approval by the membership at the Special Members Meeting held on July 17,2000. WITNESSES: SAND DOLLAR SHORES CONDOMINIUM ASSOCIATION, INC. Q rP By: i Witness#1 Signature Richard Portante, President ,i�bmAs l�oa6 ✓>P P 'nted N e of fitness it # I let e Prin , Name--of��Witnn�sp�s --(J V J Witness#1 Signature �IB , Secretary � IvrAs�6 YPYP .Muum. *Pninteddme of Witness C0RP0R&;tVv-SEAL SIgnatt#6i;'- C Printed Name of Witfiess a w i OR MOK 1320.PAGE 1540 N STATE OF FLORIDA COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before me on 'i 2000,by Richard Portante,as President of Sand Dollar Shores Condominium Association, Inc. (04 who is personally known to me,or[ ]who has produced identification[Type of Identification: 1. on p».s ccrVAMPA�is l Y tic e:viaes�w+zc, Notarial Se , wr„oe Notary Public Printed Name:PRV i )y►`G Rl�r-µ Commission Expires: 7vNc 7-1� U.-3 STATE OF FLORIDA COUNTY OF ST.LUCIE The foregoing instrument was acknowledged before me on AJ 6JST y 2000 by Phyllis Brown,as Secretary of Sand Dollar Shores Condominium Association, Inc. [,<J who is personally known to me, or[ ] who has produced identification [Type of Identification: 1. o . MTH Notarial Se ocn�a 4 0 zCC84M Notary Public ADVAWAM ,�'„ Printed Name.�1 CRA"f N Commission Expires: SvNa 7-1,zor3 Record and Return to: Comett,Googe,Ross a Earle,P.A. P.O.Box 66 Stuart,FL 34995 -Last Page- File Copy OPdC.COfPf. •�, _7v_k: � .. r STORA4E ROOM 8 _ _ S..r• �Y,'�" TfhCµ SY04AGI - . - . - 9( - its 107 . 10, 0e7 d� I ____ _.p..•t_�\ ya„�IT S-V I •� 11 ba EpVI � N 105 FL.f.Y+ J=. C1AL1L y umm fr SLR sofas ! P%--.Jrgmrvb 1 d , i • f 1 Lx- SAND DOLLAR VILLAS CONDOMINIUM "D" c FIRST ELOO� PLAN = i EXHIBIT A --4 -" '`�`k,�r + �`� "'" ',,+"'`+"`S"�iMd rP 'F,vu°d'`�•'�`D ' �, a '.� 9' ,'�2F tr+@ k+ r �.� t'A ��kq ,g x��• +My'��u' F d„t�� a�`xgt�y, �h,. M1�i r}� �.y�r� mn'l�a"��v "L�x'p m'� �gn pt. +o` th,+ 'y�,ati,♦,t�l d$��'4" �"T'�`y ��ml�K�"4+�"a�k�4 T'����y' ��lmib-"�+�`p��Tj *'' ,'�,F A4G�,.�V'�ti�FR h.2�4�vTy`��) � Fux f n 9 4 YtJ � f sr,.r �e lM File Copy MIAMI•DADE � ���S11 MIAMI-DADE COUNTY © MW EVI E D FOR PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECON O FIANCE Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DAWOT. L CIE CO U p�t!9�TAT(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) I www.miamidade.gov/eeonomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted b Miami-Dade County RER - P Y ty Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid,after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade.County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH7600A"Aluminum Single Hung Window—N.L APPROVAL DOCUMENT: Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(NI)",sheets 1 through 12 of 12, dated 04/01/18, with revision A dated 03/11/20, 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 approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#18-0430.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. Oti�� NOA No.20-0401.12 MIAMI•DADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 1 S PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.07 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install N), sheets 1 through 12 of 12,dated 04/01/18,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 4&59 Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC Wh Edition(2017),dated April 24,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(NI)", sheets 1 through 12 of 12, dated 04/01/18, with revision A dated 03/11/20, 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 ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 6'Edition (2017) and FBC 71 Edition (2020), dated 03/10/20,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. �l Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6"Edition(2017)and FBC 7' Edition(2020),dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.07, issued to PGT Industries, Inc. for their"Series "SH7600A"Aluminum Single Hung Window—N.I."approved on 08/23/18 and expiring on 08/23/23. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-4 SERIES SH7600A NON-IMPACT RESISTANT SINGLE HUNG.WINDOW A,7-13/16"MAX.O.C. 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 8 MAX. THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. f!t:7!S 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE 17-3/4" SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN:KSI PER (17-1/4"BUCK) MA (9"MAX.BUCK)MAX. ANCHOR TYPE. B.SEE . _ O.C. (9"M D SEE SHEETS 8&9 SHEET 1C 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X A,SEE C,SEE WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS SHEETS 8&9 SHEET 1C DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE �- DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD EQUALLY BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SPACED ARCHITECT OF RECORD,(AOR). ANCHORS PER ANCHOR EMBEDMENT TO BASE TABLES 6&7 I ' / 17-3/�MAX.O.C. 84" 5 MATERIAL SHALL BE BEYOND WALL DRESSING OR O I STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' + MAX. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR TIP WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE , 12-1/16"MAX.O.C. TO SCOPE OF THESE INSTRUCTIONS. X ' 14 TIP EQUALLY SPACED I , / HEIGHT 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ANCHORS PER i I 13-5116"MAX.O.C. NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. TABLES 6&7 y 7)DESIGN PRESSURES: 9-1/2"MAX. I O.C. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM (9"MAX.BUCK) , E1300. A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING 411 AND GLASS PER ASTM El300. NO ANCHORS AT SILL C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,.ASD. B 1 �-►� 53-1/8"MAX.TIP TO TIP WIDTH'J� 1."WEEP NOTCH 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS AT EACH END CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ELEVATION FOR TYP. FLANGE FRAME ELF NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO SHOWN WITH EQUAL-LITE CONFIGURATION CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLE 1:ALLOWABLE GLASS TYPES 10)REFERENCES:TEST REPORTS FTL 18-7835.1 8118-1835.2;ELCO ULTRACON NOA; nType Description (Listed from Exterior to Interior) DPDEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN Table# SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL 1 1/8" Annealed 2 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 2 13/16" IG: 1/8"Annealed Cap, Airspace, 1/8"Annealed 3 3 3/16"Annealed 3 4 13/16" IG: 3/16"Annealed Cap, Airspace, 3/16"Annealed 4 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 5 1N' Tempered 5 -�� WIDTH WIDTH WIDTH 6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5 f T I� 7 3/16" Tempered 5 �• I.-No TABLE 2: Bottom Sash Design Pressure(lbs/fe)for Glass Type 1 Description Sash Height for Given Range Range(in) Tip to Tip Width 18" 25" 33" 37" 41" 45" 49" 53-1/8" 24" Equal-lite 12,464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.1 +60.0 -113.8 +80.0 -103.1 +80.0 -93.9 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -104.0 +80.0 -95.5 +80.0 -89.1 +80.0 -84.2 +80.0 -81.4 +74.8 -74.8 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -127.0 +80.0 -86.9 +76.0 -76.0 +66.7 -66.7 +60.7 -60.7 +57.2 -57.2 +53.5 -53.5 Shortest 12.464-12,993 +80.0 -130.0 +80.0 -124.0 +80.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 -57.2 +52.4 52.4 +49.1 -49.1 Equal4ite 19.652 +80.0 -130.0 +80,0 -124.0 +80.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 -57.2 +52.4 -52.4 +49.1 -49.1 Standard Proview 15.944-19.651 +80.0 -130.0 +60.0 -110.0 +80.0 -80.6 +70.3 70.3 +60.2 -60.2 +52.2 -52.2 +46,8 -46.8 +41.0 -4110 38-3/8" Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -102.0 j+7 .2 -78.2 +68.7 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 A6.2 +40.0 -40.0 t L Custom Size 14.131-15.130 +80.0 -124.0 +60.0 -98.5 .1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 -46.1 +39.9 -39.9 Shortest 12.464-14.130 +80.0 -118.0 +80.0 -95.2 .4 -75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 -46.1 +40.0 -40.0 EXTERK Equal-lite 22.964 .+80.0 -130.0 +80.0 -110.0 .0 -80.6 +70.3 70.3 +60.2• -60.2 +52.2 -52.2 +46.8 -46.8 +41.0 -41.0 Custom Size 20.1.31-22.983 +80.0 -124.0 +80.0 -98.6 +77.1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 -46.1 +39.9 -39.9 Standard Proview 18.594-20.130 +80.0 -118.0 +80.0 -95.2 +75.4 -75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 -46.1 +40.0 -40.0 45" Custom Size 16.131-18.593 +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +55.7 -55.7 +50.4 -50.4 +45.3 -45.3 +40.0 -40.0 Custom Size 15.131-16.130 +80.0 -98.0 +80.0 -81.9 +68.1 -68.1 +60.6 -60.6 +54.6 -54.6 +49.7 -49.7 +44.8 -44.8 +39.9 -39.9 Custom Size 14.131-15.130 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 -59.2 +53.6 -53.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 Shortest 12.464-14.130 +80,0 -89.4 +74.6 -74.6 +62.1 •62.1 +56.3 -56.3 +51.1 -51.1 +46.7 -46.7 +42.7 -42.7 +38.6 -38.6 Equal-lite 24:964 +80.0 -130.0 +80.0 -102.0 +78.2 ,78.2 +68.7 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 -46.2 +40.0 -40.0 t Custom Size 22.131-24.963 +80.0 -112.0 +80.0 -92.0 +73.5 -73.5 +64,8 -64.8 +57.9 -57.9 +51.0 -51.0 +46.0 -46.0 +40.0 -40.0 Standard PrWew 20.194-22.130 +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +55:7 -55.7 +50.4 -50.4 +45.3 -46.3 +40.0 -40.0 a 49" Custom Size 18.131-20.193 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 59.2 +53.6 �3,6 +48.7 �8.7 +44.3 44.3 +39.7 -39.7 o Custom Size 16.131-18.130 +80.0 -89.4 +74.8 -74.6 +62.1 62.1 +56.3 . 56.3 +51.1 -51.1 +46.7 46.7 +42.7 42 7 +36.6 38.6 _a Custom Size 14.131-16.130 +80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.8 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 Shortest 12.464-14.130 +80.0 -81.9 +64.0 -64.0 +56.4 1 -55.4 +51,0 1 -51.0 +46.6 46.6 +42.3 -42.3 +39.4 -39A +36.0 -36.0 Equal4ite 26.777 +80.0 1 -124.0 +80.0 1 -98.5 +77.1 -77.1 +67.4 -67.4 +58.9 1 -58.9 +51.5 1 -51.5 +46.1 -46.1 +39.9 1 -39.9 Custom Size 24,131-25.776 +80.0 -112.0 +80.0 -92.0 +73.5 -73.5 +64.8 -64.8. +57.9 -57.9 +51.0 -51.0 +46.0 1 -46.0 +39.9 1 -39.9 50-5/8" Standard Proview 20.844-24.130 +80.0 -98.0 +80.0 -81.9 +68.1 =68.1 +60.6 -60.6 +54.6 -64.6 +49.7 -49.7 +44.8 -44.8 +39.9 -39.9 Custom Size 19.131-20.843 +80.0 -92.6 +77.0 -77.0 +64.1 -64.1 +57.7 -57.7 +52.3 -52.3 +47.7 -47.7 +43,8 -43.8 +39.2 -39.2 Custom Size 16,131-19.130 +80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +46.8 -48.8 +44.8 44.8 +40.9 40.9 +37.6 -37.6 Shortest 13.089"-16.130 +80.0 -80.6 +61.7 -61.7 +55.1 1 -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-lite 31.964 +80.0 1 .95.5 +79.4 1 -79.4 +66.4 -66.4 +69.2 -59.2 +53.6 -53.6 1 +48.7 A8.7 +44.3 -44.3 +39.7 -39.7 63" Custom Size 28.131-31.963 +80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.9 +44.8 -44.8 +40.9 1 -40.9 +37.6 -37.6 Standard Proview 25.794-28.130 +80.0 -80.6 +61.7 -61.7 +55.1 -55:1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 +38.6 38.6 +35.1 -35.1 Shortest 25.049•-25.793 +80.0 -80.6 +61.7 -61.7 +55.1 -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35,1 Equal-lite 34.964 +80.0 -86.5 +72.2 -72.2 +60.6 -60.6 +55.0 -55.0 +49.9 -49.9 +45.8 -45.8 +41.7 -41.7 +38.1 -38.1 69" Custom Size 33.131-34.963 +80.0 -83.1 +66.7 -66.7 +57.8 -57.0 +52.1 -52.1 +47.6 1 -47.6 +43.5 1 -43.5 +40.1 -40.1 +36.8 -36.8 Shortest 31.049"-33.130 +80.0 1 -80.6 +61.7 -61.7 +55.1 -55.1 +49.8 -49.8 +45.6 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-late 36,964 +80.0 -83.1 +66.7 -66.7 +57.8 -57.8 +52.1 -52.1 +47.6 -47.6 +43.5 -43.5 +40.1 -40.1 +36.8 '-36.8 73" Custom Size 36.131-36.963 +80.0 -81.9 +64.0 -64.0 +56.4 -56.4 +51.0 -51.0 +46.6 -46.6 +42.3 -42.3 +39.4 -39.4 +38,0 36.0 Shortest 35.049"-39,130 +80.0 -80.6 +61.7 -61.7 +56A -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 41.3 +38.6 38.6 +35.1 -35.1 76" Tallest 38.464• +80.0 -80.6 +61.7 -61.7 +55.1 -55.1 +49,8 49.8 +45.5 -45.5 +41.3 �1.3 +38.6 -38.6 +35.1 -35.1 *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-37.536 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-36.536 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-37,951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-36.961 TABLE 3: Bottom Sash Sash Height Design Pressure(lbse)for Glass Types 2&3 Description Range(in) Tip to Tip Width for Given Range j 18" 25" 33" 37" 41" 45" 49" 53-1/8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.81 AIR Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -121.6 +80.0 -109.6 +80.0 -99.5 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -109.3 +80.0 -102.6 +80.0 -93.0 Shortest 12.464-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0. +80,0 -113.8 +80.0 -103.0 +80.0 -94.3 +80.0 -88.4 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.8 +80.0 -102.8 +80.0 -92.2 +80.0 -83.3 5 OR Standard Proview 15,944-19.651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A25.0 +80.0 1 -108.4 +80.0 -94.0 +80.0 -84.2 +73.8 -73.B EXTERIOP .38-318" Custom Size 15,131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -114.0 +80.0 -101.0 +80.0 -90.6 +80.0 -81.6 +72.0 -72.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80..0 -97.7 +80.0 -87.1 +78.8 -78.8 +71.8 -71.8 Shortest 12.464-14.130 +80.0 -130.0 +90.0 -130.0 +80.0 -124.0 +80.0 -107.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9 Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.1 +80.0 -104.4 +80.0 -91.7 +80.0 -81.8 +73.6 -73.6 35 OR( Custom Size 20.131 -22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.7 +80.0 -87.1 +78.3 -78.3 +70.3 -70:3 Standard Proview 18.594-20.130 +80:0 -130.0 +80.0 -130.0 +80.0 -124.0 +80.0 -107.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9 45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -112.0 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +62.5 -62.5 Custom Size 15.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85.4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80,0 -83.5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +.80.6 -81.2 +74.8. -74.8 +67.7 -67.7 +59.6 -59.6 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -114.0 +80.0 -99.1 +80.0 -86.7 +77.0 -77.0 +69.1 -69.1 Custom Size 22.131-24.963 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 -92,2 +80.0 -82.1 +74.2 -74.2 +66.3 -66.3 Standard PrWeW 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -112.0 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +62.5 -62.5 49' Custom Size 18.131-20,193 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83.5 +76.8 76.8 +69.7 -69.7 +60.6 -60.6 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -127.0. +80.0 -99.8 +80.0 -90.7 +80.0 -81.2 +74.8 -74.8 +67.7 -67.7 +59.6 -59.6 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72.9 -72.9 +65.8 -65.8 +58.7 -58.7 ;= Shortest 12.464-14.130 +80.0 -130.0 +80.0 1 -112.0 +80.0 -89.1 +80.0 -82.3 +76.9 -76.9 +70.5 -70.5 +64.2 -64.2 +57.6 -57.6 Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.2 +80.0 -84.9 +75.4 -75.4 +67.5 -67.5 z Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 A04.0 +80.0 792.2 +80.0 -82.1 +73.8 -73.8 +66.0 -66.0 a. : Standard Proview 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85.4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 EXTERI, CL 50 5/8" Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +60.0 -83:5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6 Custom Size 18.131-20.130 t80.0 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +80.0 -81.2 +74.8 -74.8 +67.7 -67.7 +59.6 59.6 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72:9 -72.9 +65.8 -65.8 +58.7 -58.7 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 -82.3 +76.9 -76.9 +70.5 -70.5 +64.2 -64.2 +57.6 -57.6 Shortest 12.464-14,130 +80.0 -130.0 +80.0 -108.0 +80.0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +63.5 -63.5 +57.0 -57.0 Equal-lite 31.964 +80.0 -130..0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83.5 +75.4 -75.4 +66.1 -66.1 +58.6 -58.6 Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72.9 -72.9 +64.1 -64.1 +56.7 -56.7 Standard Proview 25:794-28.130 +80.0 -130.0 +80.0 -108.0 +80.0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +63.5 -63.5 +57.0 -57.0 Custom Size 24.131-25,793 +80.0 -130.0 +80.0 -105.0 +80.0 -83.5 +79.0 -79.0 +74.8 -74.8 +68.2 -68.2 +.62.3 -62.3 +66.6 -56.5 63" Custom Size 22.131-24.130 +80.0 -130.0 +80:0 -99.8 +80.0 -80.2 +75.9 -75.9 +71.4 -71.4 +65.9 -65.9 +60.6 -60.6 +55.4 -55.4 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -93.4 +76.8 -76.8 +72.9 -72.9 +68.2 -68:2 +63.8 -63.8 +58.9 -58.9 +54.0 -54.0 Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 -69.5 +65.1 -65.1 +61.1 -61.1 +5T3 -57.3 +52.1 -52.1 Custom Size 16.131-18.130 +80.0 -129.1 +80.0 -83.7 +69.7 -69.7 +65.8 -65.8 +62.3 -62.3 +58.9 -5B.9 +55.7 -55.7 +50.8 -50.8 Shortest 13.194'-16.130 +80.0 -125.5 1 +75.8 -75.8 +63.7 -63.7 +61.1 -61.1 +58.9 -58.9 +55.9 -55.9 +52.3 -52.3 +46.6 48.6 Equal-lite 38.464 +80.0 -130.0 +80.0 -108.0 +80:0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +60.7 -60.7 +53.2 -53.2 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -102.0 +80.0 -81.8 +77.4 -77.4 +73.1 -73.1 +67.0 -67.0 +60.0 -60.0 +52.5 -52.5 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -96.7 +78.5 1 -78.5 +74.4 -74.4 +69.8 -69.8 +64.8 -64.8 +59.7 -59.7 +52.7 -52.7 76" Standard PrWew 30.994-34.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 -69.5 +65.1 -65.1 +61.1 -61.1 +57.3 -57.3 +52.1 -52.1 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -86.2 +71.6 -71.6 +87.7 -67.7 +63.6 -63.6 +60.0 -60.0 +56.5 -56.5 +51.4 -51.4 r.,.,«...,e:.,_ no 1,24 an 1Qn man n 1,37 a -an n _a1 n .a97 0 .27 a a RA n _RA n 1 .94 A -91 A r.7 0 -9;7 0 1 irA a I _FA r. .man 4 _90 4 TABLE 4: Bottom sash Sash Height Design Pressure(lbs/fe)for Glass Type 4 Description Range(in) Tip to Tip Width for Given Range 18" 25" 33" 3T' 41" 45' 49" 53-1/8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 =130.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 AIF Shortest 12.464-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Standard Proview 15.944-19.651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.0 +80.0 -112.0 38-3/8" Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.6 125 OR( Shortest 12.464-14,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.0 Equal-lite 22.954 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.6 -117.7 EXTERN Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.3 +80.0' -112.5 a Standard Proview 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -129.1 +80.0 -116.0 46' Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -112.5 35 OR( Custom Size 15,131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.4 +80.0 -110.7 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.5 +80.0 -109.1 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.9 +80.0 -107.3 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +86.0 -110.6 Custom Size 22.131-24.963 +80.0 130:0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 *80.0 -118.7 +80.0 -106.3 Standard Proview 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.3 +80.0 -108.6 49' Custom Size 18.131-20.193 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.8 +80.0 -108.1 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -121.9 +80.0 -107.3 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 1= Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -116.6 +80.0. -103.7 Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -108.1 Q, Custom Size 24.131-25.776 +80.0 1 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.1 +80.0 -105.7 0 Standard Proview 20.844-24.130 +80.0 1 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -116.7 +80.0 -104.3 is 50 5!8" Custom Size 20,131-.20.843 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80+.0 -107.4 Custom Size 18.131-20,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131-18,130 +80.0 -130.0 +80.0 -130.0 +80.0 =130.0 +.80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 Custom.Size 14.131-16,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.6 +80.0 -103.7 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.7 +80.0 -114.3 +80.0 -102.6 Equal-lite 31.964 +80.0 -130.0 +80.0 -130:0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0. -105.7 +76.2 -93.8 Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +80.0 -102.6 +73.7 -90.8 Standard Proview 25.794-28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 =130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -92.6 Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.8 +80.0 -106.3 +76.4 -94.0 6T Custom Size 22.131-24.130 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -128.5 +80.0 -118.6 +80.0 -107.4 +77.0 -94.8 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.8 +80.0 -114.8 +80.0 -106.0 +78.3 -96.3 Custom Size 18.131,20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +80.0 .103.1 +79.9 -93.8 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -125.5 +80.0 -118.4 +80.0 -112.1 +80.0 -106.0 +80.0 -100.3 +80.0 -91.4 Shortest 13.194*-16.130 +80.0 -130.0 t80.0 -130.0 +80.0 -114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.5 +80.0 -94.1 +80.0 -87.8 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.5 +78.9 -97.1 +68.1 -85.1 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -111.7 +78.1 -96.1 +68.2 -84.0 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -13M +80.0 -125.6 +80.0 -112,1 +78.4 -96.5 +68.5 =84.4 76" Standard Proview 30.994-34.130 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +78.7 96.9 +68.7 -84.5 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +80.0 -128.9 +80.0 -121.9 +80.0 -114.5 +80.0 -106.0 +80.0 -99.0 +70.2 -86.4 r..�+...,,comae 70 491 an ion �on n _4vn n on n tQn n -an n .477 n ion n _41r 2 Ion n .44n F on n 4nA 1) -an n no 4 l7n A oa c TABLE 5: Bottom Sash Sash Height Design Pressure(Ibslfe)for Glass Types 5-8 Description Range(in) Tip to Tip Width for Given Range 18" W. 33" 37" 41" 45" 49' 53-1/8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0. -130.0 +80.0 A30.0 31" Standard Pro%iew 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -13.0.0 +80.0 -130.0 +60.0 -130.0 +80:0 -130.0 Shortest 12.464.-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 EXTI Standard PrNew 15.944-19,651 +80.0 -130.0 1 +80.0 -130.0 1 +80.0 -130,0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -122.0 +80.0 -112.0 38-3/8" Custom Size 15.131-15,943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 22,964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.7 Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 ,125.3 +80.0 -112.5 Standard Proview 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.1 +80.0 -116.0 45' Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -113.7 Custom Size 15.131 16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.6 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.5 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.7 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size 22.131-24,963 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 �0 Standard Protiew 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.3 +80.0 -108.6 49' Custom Size 18.131-20.193 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.8 +80.0 -108.1 EXTEF Custom Size 16.1.31-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123,5 +80.0 -110.31 G Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.8 +80.0 -112,1 Shortest 12.464-14.130 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.2 1 +80.0 -114.9 35 C Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -120.6 +80.0 -108.1 =a Custom Size 24.131.-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -118.1 +80.0 -105.7 0 Standard Proview 20.844-24,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -116.7 +80.0 -104.3 a Custom Size 20.131-20.643 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -107.4 i= 50-5/8" Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 A21.7 +80.0 -108.5 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -124.2 +80.0 -110.5 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.8 +80.0 -113.4 Equa1-11te 31.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -105.7 +76.2 -93.8 Custom Size 28.131-31.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.6 +80.0 -102.6 +73.7 -90.8 Standard Proview 25.794-28,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6. +75.2 -92.6 EXT Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.8 +80.0 -106.3 +76.4 -94.0 < 63" Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 .107.4 +77.0 -94.8 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -109.4 +78.3 -96.3 Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.4 +80.0 -112.0 +79.9 -98:3 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -115.1 +80.0 400.7 Shortest 13.194'-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.2 +80.0 -118.8 +80.0 -103.5 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.5 +78.9 -97.1 +69.1 -85.1 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -111.7 +78.1 -96.1 +68.2 1 -84.0 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.1 +78.4 -96.5 +68.5 -84.4 76" Standard Proview 30.994-34.130 +80.0 -130.0 +80.0 130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.0 +78.7 96.9 +68.7 -84.5 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -115.2 +80.0 -99.0 +70.2 -86.4 no A941 7n 414n �.an n tan n -an n 4Qn n tan n -ion n ..on n Tin n _-.an n ..A4n n .tan n .iif. -an n _009 17n A ..aR R TABLE 6: Anchor Quantities Required for Tip to Tip width "Through-Frame"Installation 18" 26' 3T 3T' 41" 46' 49" 53-1/8" u ing Glass Tv es 1-3 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Bottom Sash •0 � M v � g v g 2 v � 2 'a � 2 •o g � v Sash Height Q 2 y y m m Description Range(in) >o .o x a' � x > 9 $> x o for Given Range Z a) .cc�� a� -0 .$ 8 a m a N 0 $ m TABLE 6b: Q co ¢ m m ¢ in Q m Q oo Q m Q m G Descri tior 24" Equal-life 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type ype p Equal-Ate 15.964 1 2 1 1 2 1 1 2 1 1 2 21 1 2121 1 2 2 1 2 2 1 2 2 1*' 1/8"Annealed 31" Standard Pro%iew 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 13116"IG: 1/8"Ar Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3116"Annealed Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 **TIP TO TIP SIZE FOR Standard ProHew 15.944-19.651 2 2 1 2 2 1 2 2121 2 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 LIMITED TO 53-1/8"X 71 38-3W Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 212 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 212 2 2 Shortest 12.464-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal-lite 22.964 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.963 2121 1 2 2 1 2 2 2 2 2 2 2 2121 2 2 2 2 21.2 2 2 Standard ProHew 18.594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 46' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15,131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 12121 31 2 2 3 2 2 Equal-lite 24.964 2 12 1 1 1 2 12 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard ProHew 20.194-22.130 2 2 1 2 2 1 1 21 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 49' Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 121 21 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 21 21 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14,131-16.130 3 2 1 3 2 1 3 2 1 3 2 121 3 2 2 3 2 21 31 21 21 3 2 2 Shortest 12.464-14.130 3 2 1 1 1 3 1 2 1 3 2 1 3 2 2 31 21 21 3 2 21 3 2 21 3 2 2 ' Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 = Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a Standard ProHew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i= 50-5/8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 21 11 3 21 21 3 2 2 3 2 2 3 1 2 2 3 2 2 Custom Size 16.131-18.130 3 1 21 1 1 3 1 2 1 3 2 1 3 2 21 31 21 2 3 2 21 3 2 1 21 3 2 2 Custom Size 14.131-16.130 3 21 1 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 21 31 21 2 Shortest 12A64-14.130 3 21 1 1 3 2 1 3 2 1 3 2 21 3 2 •2 3 2 2 3 2 2 3 2 2 Equal-lite 31.964 2 31 1 1 2 3 1 2. 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 *.GLASS TYPE 1: Custom Size 28.131-31.963 3 3 1 3 3 1 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 MINIMUM SASH HEIGHT FOR.FLANGED WINDOWS IS:TIP TO TIP HEI Standard ProHew 25.794-28.130 3 211 3 2 1 1 3 12 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 1 1 3 2 2 3 12 121 3 12121 312 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS: 63' Custom Size 22,131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 21 ?IZ12121 3 2 121 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADII Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2121 3 2 2 3 2 2 3 2121 3 2 2 *GLASS TYPE 2&3: Custom Size 18.131-20.130 $ 2 1 3 2 1 3 2 1 3 2 213 2 2 3 2 2 3 2 213 2 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEI MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 21 3 2 2 3 2 2 3 2 21 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: Shortest 13.194*-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADII Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 r.-f-Pi- Ad 1q1-qR iqn q q i q q 1 A q i A A 7 A A `J q :� 7 TABLE 7: r ' i u' to Ti Width Anchor Quantities Required for P P q "Through-Frame"Installation 18" 25" 33" 37" 41" 1 46' 49' 53-1/8" using Glass Ty 4-8 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb � iu iv a aD Bottom Sash v a g a g g a g g v a g v g Description Sash Height o o = _ _ o o = for Given Range Range(in) �o .8 1 $ 0 � a) TABLE 7b: m ¢ m m ¢ m ¢ m ¢ m ¢ m ¢ m 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Descriptt Equal-lite 15:964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 4 13/16"IG;3116 31" Standard Proview 12.994-15:963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 5 1/8"Tempered Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"IG: 1/8" Equal-lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 7 3/16"Tempere( Standard ProHew 15.944-19.651 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 13116"IG:3116 38-3/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Equal-lite 22.964 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard PrNew 18.594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 46' Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2. 3 2 3 3 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 24.964 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 22.131-24.983 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard ProHew 20.194-.22.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 24.131-25.776 21 2 1 1 1 2 2 1 2 2 2 2 3 21 Z 1 3 2 2 3 2 2 3 2 2 3 2 a 0 Standard Proview 20.844-24.130 2 21 1 2 21 1 1 2 2 2 2 2 2 2 3 21 2 3 2 2 3 2 2 3 2 a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 31 2 2 3 3 2 3 3 Custom Size 18.131-20.130 3 2 1 3 2 1 3 21 21 3 2 2 3 2 2 3 2 31 3 3 1 3 3 2 3 Custom Size 16.131-18.130 3 21 1 3 2 1 1 3 2 21 3 1 2 2 3 2 2 3 2 31 3 1 21 31 3 2 3 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 21 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 1 21 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 31.964 2 3 1 2 3 1 2 3 2 2 3 2 2 3 21 2 3 2 2 3 2 2 3 2 Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 2 3 3 2 .3 3 2 3 3 2 3 3 2 3 3 2 Standard Pro%lew 25.794-28.130 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 3 3 21 3 3 2 3 3 3 Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 3* 3 3 3 2 3 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 3 4 2 3 3 2 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Shortest 13.1W-16.130 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Equal-lite 38.464 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 r` ct.,.n CG�c '2A 141_'.iR 19A R R •1 1 1 1 1 7 1 1 7 1 d 9 1 d 7 1 1 7 1 1 9 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 I INSTALLATION ANCHORED THROUGH FRAME AN( OPTION I. EDGE DISTANCE _--_��---__ DIRECTLY INTO CONCRETE/CMV. B1 ANCHORED THROUGH r EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. I EMBED- I 4 SASH VISIBLE MENT V.a _ EDGE m LIGHT WIDTH DISTANCE 1/4"MAX SHIM r 19 26 FIXED VISIBLE L — — ----I----� LIGHT WIDTH 1 SEE TABLEkE •'<`'' a •. •, NOTE B.,FOR 30 18 HEAD TYPE ° A TYP.ANCHOR TYPE, FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER "" ° LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 OR 5B 32 TIP TO TIP WIDTH TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A4 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. 1/4"MAX.SHIM 46 55 DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING TIP 43 OR STEEL STUD.MAY BE VERTICAL OR TO 13. HORIZONTAL.SEE SUBSTRATE TIP 68 USE EITHER 1 PROPERTIES,TABLE 8. HEIGHT SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS INSTALLATION OPTION 4 SASH ANCHORED THROUGH VISIBLE LIGHT FRAME INTO METAL HEIGHT TABLE 8: EXTERIORng I I Anchor Substrate Min. Edge Min. Distance Embedment 33 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" NOTES: 15 10 # 0'4 to Aluminum,6063-T5 min. 3/8" 0.063"18-8 1)USE c OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLE; SILL SHOWN.SEE Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) INSTALL 1"'WEEP 42 " SHEET 10 FOR Concrete(min.3.35 ksi) 1' THE Wit •1/A AAA CC _ _.._..... INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME AN OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. E ANCHORED THROUGH r ��--r —_—^_—�--, EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. Q EMBED- I SASH VISIBLE I MENT `' ' . LIGHT WIDTH +, ri EDGE �'•a �.,•. .,,•. DISTANCE 1/4"MAX SHIM 19 26 FIXED VISIBLE SEE TABLE LIGHT WIDTH 3 NOTE B,FOR 30 18 HEAD TYPE , TYR ANCHOR TYPE, a ° FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PERLIGHT 4 HEIGHT SUBSTRATE,SEE . zx. R 5B TABLE 8. BUCK WIDTH 32 TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-j 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. �+-- 1/4"MAX.SHIM 46 55 I DADE APPROVED MULLION,FBC 43 BUCK 13 COMPLIANTALUMNUM/STEEL FRAMING HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE MIDSPAN OR 2 PROPERTIES,TABLE 8. BOTTOM LOCKS SASH INSTALLATION VISIBLE EQUAL OPTION 4 LIGHT LEG/BOX ANCHORED THROUGH HEIGHT FRAME FRAME INTO METAL SHOWN EXTERIOR TABLE 8: Anchor Substrate Min. Edge Min. 33 Distance Embedment NOTES 15 12 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum,.6063-T5 min. 3/8" 0.063" 1)USE OPTIONAL HI-RISE 18-8 or 410 TABLE SILL SHOWN.SEE A36 Steel 3/8" 0.063" 42 SS Screw INSTAL 1"WEEP SHEET 10 FOR Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) THE W INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE �-�- EMBEDMENT i , U EDGE U DISTANCE 1/4"MAX SHIM 5 SASH VISIBLE r LIGHT WIDTH 19 26I IL �1/4��MAX EMBEDMENT FIXED VISIBLE R;Ai;c 2 SHIM LIGHT WIDTH 30 18 TYP,ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, VISIBLE SEE TABLE 9. LIGHT HEIGHT 31 5 OR 5B I� BUCK WIDTH 32 HORIZONTAL SECTION C-C 45 DADE APPROVED MULLION,FBC 14 . COMPLIANT ALUMINUM/STEEL FRAMING 1/4"MAX.SHIM OR STEEL STUD.MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 9. 43 - BUCK 13 HEIGHT 63 USE EITHER 1 WEEP LATCH @ #10 OR#12 STEEL SWEEP L 2 46 55 SELF-DRILLING MIbSBOTTOM LOCKS SMS(G5),SEE TABLE 9. 00 SASH VISIBLE LIGHT 00 INSTALLATION HEIGHT OPTION 7 oo ANCHORED THROUGH INTEGRAL FIN INTO METAL 16 STANDARD SILL EXTERIOR SHOWN.SEE 33 SHEET 9 FOR 42 8 OPTIONAL HI-RISE 1"WEEP SILL.NOTCH TABLE 9: AT EACH END 1/4"MAX Anchor Substrate Min. Edge Min. tsmr _. Distance Embedment 2.560" 3.1 2.848" �- 2.848" �-- .062" 1.125" 2.848" .062" .062" - 2.112" 2.724" 1.489" " .062" .062" .062" �- t lp_ � - LL . i LE 1O FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD aO FLANGE FRAME JAMB O INTII JAN 2.798" � 2: 2.798" ---n.l 2.798" 2.798" -� 2.841" 3.466" 2.341" 3.508" .062" .062" L .062" 062" 1.125" 1.125" O FLANGE FRAME SILL O EQUAL LEG FRAME SILL 10 HR"SE FRAME SILL _ OINTEGRAL FIN s FRAME SILL I SILL 2.273" ----� 11 SILL-f 1.300." 2.273" -►1 120" :sl= 1� STRUCTURAL POLYISOBUTYLENE .170" 2.772" WITH 2.211" 2.105" DESICCANT 2.150" .062" .062" EXT.GLASS .062" -►1�- 1.300" 1.300" �-- 70 15 KODISPA 14 13 SASH TOP RAIL FIXED MEETING RAIL SASH GBOTTOM RAIL- 16 SASH BOTTOM RAIL TABLE 11: Item PGT Part# Description Material 51 1 642001 Head, Flange Alum. 6063-T6 2 642017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal-leg Alum. 6063-T6 a 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin(Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal-leg Alum.6063-T6 6A Jamb, Equal-leg(Used For Alternate Radius Top Head) Alum, 6063-T52 40 HEAD 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 INTERIOR 9 624029 Sill, Equal-leg Alum. 6063-T6 10 624003 Sill, Hi-Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi-Rise, Integral Fin Alum. 6063-T6 12 .624030 Sill, Hi-Rise, Equal-leg Alum. 6063-T6 4 14 13 624006 Sash Top Rail Alum. 6005A-T61 IN 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum. 6063-T6 JAMB 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum.6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624023/24 1/8"& 3/16" Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for#624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for#624009򘖋 Vinyl SAS 32 724046 Sweep Latch(@ Top Rail) Cast Zinc 4 33 624049 Bottom Latch(@ Sill) Alum. 6063-T6 SID 34 Setting Block (1/8"X 1/2"X4") Neoprene JAMB RAC 35A IG Setting Block(1/8"X 3/4"X 4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 17 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 37 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene a 43 Weatherstrip, .270"X.187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170"X.270", Fin Seal (@ Sash Side Rail) 00 45 1 Weatherstrip, .170"X.18T', Fin Seal (@ Top Sash Rail) 46 1 varies Balance with Cover&Trim Rigid Vinvl File Copy M1AM1•DA. .A MUM-DADE COUNTY F& PRODUCT CONTROL SECTION �e q� E Ga 1 p N C E 118051VIS am2i,FL 33 Street Rom 20 DEPARTMENT OF REGULATORY AND Et1 �6R �ROES BOARD AND CODE ADMINISTRATION D N U C 1 E COUNTY T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE www.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. �'•""' NOA No.20-0406.03 '0 MIAMI•DADE COUNTY -r 7�;� . . Expiration Date: May 26,2026 �a��,�; i�;.��t :� 08/20/2020 Approval Date: August 20,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6'h Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 04/14/16 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020 prepared b , p p Y manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017) and with FBC 7th Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-61h Edition (2017) and FBC-7th Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued-by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 11/09/17 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION T( FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SI' EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OF MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OT FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMAN MULLIONS / -� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING,AND DO NOT NEED TO BE DIRECTLY ATTACHEI A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. _ SHEETS 2-4 SHAPE 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.TH IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EV. 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS E INSTRUCTIONS. SEE DETAILS A THRU G; I I! / III I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRC / V SHEETS 2-4 I _ III __ I SEE DETAILS - I - --_ A THRU G; ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 2 _ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH SHEETS 2-4 I I I i I I j PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. VERT. OPENING MULL HEIGHT IG T 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STI SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL / AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GAT( PRODUCTS MAY BE OF ANY TYPE. g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIF MUST BE MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS AF BY CGI• FENESTRATION PRODUCTS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SEE DETAILS HORIZONTAL A-D,G.H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDES MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF l LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE'REQUIREMENT(LBS/FT2)FOR THE OPENIN( MULL OPENING WIDTH ~-HORIZ.MULL LENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF LENGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" HEIT E GH NING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A TI• OPENING MULL /,/ �/ FOR THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THI HEIGHT LENGTH N qH HORIZ. VERT. MULLION CAPACITY(LBS/F P)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE MULL /� MULL STEP 1). LENGTH j5) FROM THE:SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X OR WOOD FRAMING (OFFSET CLIP SHOWN) WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) II I MULLION h I I 11 l i d p d d I SEE SHEETS I EITHER THE p I 1 1 21-23 FOR HOLE d STANDARD OR d I' LOCATIONS ° OFFSET MULL p EDGE ° CLIP MAY BE I ° DISTANCE a' a INSTALLED I I I FOR WOOD / THIS METHOD,D, d °d SCREWS p• �.259'MAX FOR ° 4-- ALL MULLIONS 4 O d C d ° d d °•a - p . ; a EXTERIOR a d p 'd a. EDGE d a DISTANCE FOR a p MASONRY THE OFFSET CLIP IS ANCHORS (f RECOMMENDED FOR EXTERIOR d ° FIN-FRAMED ° .4 WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 16-166 SEE TABLES 1 B-16B �DISTAN ND CE SEE TABLES EMBEDMENT BUCKSTRIP 1B-138 AND EMBEDMENT' ` y: p ATTACHMENT ' ..�.• BY OTHERS, • .a:�• '. - + .t. ••<'.' SEE NOTE 1, ,. a... •� q SHEET 1. ' ,� ,s ..6. •ems n SIDE VIEW FRONT VIEW DETAIL C: --I f---12s°MIN. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) 'VARIES BUCKSTRIP I NOTCHED TO —t-- PROVIDE IBUCKSTRIP CLEARANCE I FOR MULL I AND. TOP VIEW CLIP. I ATTACHMENT I BY OTHERS, I SEE NOTE 1, VARIES SHEET 1. I I I 1 —MULLION 1 I I °' I I � ° ° I I ITYP.ANCHOR c EITHER THE I d I° I I THE OFFSET CLIP IS PER SUBSTRATE, STANDARD OR 1 I Id' I RECOMMENDED FOR I v I I I I SEE TABLES 1B-136 OFFSET MULL a ° I• ° I I � + I' FIN-FRAMED INTERS . CLIP MAY BE I WINDOWS,BUT MAY INSTALLED BY °. c Ij 4.1 I e' EDGE DISTANCE ALSO BE USED FOR U-CLIP THIS METHOD. 4 FOR MASONRY OTHER FRAME TYPES. ANCHORS .44 I ° I EXTERIOR °a 4 ° a ° FRONT VIEW . ° EDGE DISTANCE d FOR MASONRY v 4 ANCHORS 4 ° TYP.ANCHOR MULLK TYP.ANCHOR PER SUBSTRATE, E PER SUBSTRATE, SEE TABLES 1B-138 STAND, SEE TABLES 1 B-138 ( BUCKSTRIP STRUCTURE AND ATTACHMENT TYP.ANC e:• • BY OTHERS, _ ---' PER SUB EMBEDMENT' e ' •;e • SEE NOTE 1, " � P• �e "' � SEE TAB' a SHEET 1. • n. . a• EDGE Ic _DISTANCE MIN 2.7 KSI CONCRETE OR CMU SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW INRTAI I ATInN nInTFC- DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. MULLION O O O O O O O O 1 n SIDE VIEW SHOWN WITH 1"X4"X.125' I TOP VIEW MULLION I I EXTERIOR b I STANDARD MULLION CLIP I TYP.ANCHOR I \ MODIFIED FIT FIELD I PER SUBSTRATE,I SEE TABLES IS-14B i CONDITIONS.S. I MULLION I I 2"X5"X.125" I I I I ANGLE CLIP, I I I I 2 PER MULLION END, MUST BE INSTALLED i INSIDE OF MULL. I I I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B INTO WOOF STEEL,ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR O �O ANCHOR -C O I O INTO WOOD,STEEL, I ® ® ALUM,CMU OR MASONRY 1 O EDGE DISTANCE ,PER P�� TABLE 1A Mullion Capacity Table Ibs/lt2 Opening Width(for vertically-spanNng mullions)or Opening Height(for horizontally-sparring mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in Rectangular 7rap/Tdeng. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular TraplTdang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trap/Tdang. hRec 1 x 2 X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube _ Z' Z' � Y w _ Mullion o a s cc a a a `g CL n C c a a v a s m m n m m H m u N c3 o r3 S 0 0 o R o_G 4 CL v Ii n a.� m m C� U U cJ U a U U U U 4LIp U (� U U U U v U U m m 10 m G {Qa CL M � 'a°_ G LO O O G~ O C dC C �_ C Q U U U U U U U "Kr _ _ _ L 7 _ L 7 O t '� O.'C O + O O ._ p O O t 7 C t pI L ' �. N 7 �. C fU 7 C m 0. 7 .O C O C y 7 U ; .py U O' y f'C.l y [•0 rr - t•C.1 � C 'C Cr _� � Q R- G Q (Y G Q d' 2 G Q R- �G' Q a Q Q' L v Q x ^2 G Q IC v Q G Q Ir 2 G K � ^L C. Q rY L� v Q. � �G 42 in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 48In 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 50.625 in 63.9 281 70.6 .234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 284 49.3 219 26.6 281 49.3 219 22.8 ti 54 in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 m60 in 38,4 200 41.2 170 32,0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 J 63in 33.1 181 35.3 155 27:6 181 30.3 152 23,7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 3 66 in 28.6 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 761n 18.9 125 19.7 109 15.7 125 16.8 107 78 in 1.7.5 118 18.2 IN TABLE 1 B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity yam' Ultracon p ty Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2' 1" 2-1/2" 1" 2.112' 1" 2-1/2" 3.1/8" 1`. 2-112' 1" 2-1/2" 1" 2-1/2" 1" 2-11" Embedment(in): 1-3/4" 1-314' 1-314' 1-3/4" 1-314" 13/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/, 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 1 310lbs 630 Ibs 220lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 4801bs 700 Ibs N/A WA 1 320 lbs 1260 lbs 370 lbs WA NIA WA 380 lbs N/A N/A NIA 740 lbs N/A N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.8): 780 lbs 780 lbs 680 Ibs 1560 lbs 620 lbs 1260lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 2 Anchors @ 0.45"Min Q.C.1 U-Clip,into.125"Alum.(Fig.4): N/A NIA NIA WA N/A WA NIA N/A NIA NIA WA NIA WA N/A NIA NIA NIA 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 446 lbs 155.lbs 315 lbs 110 lbs 435 lbs 822lbs 135 lbs 140 lbs 177 lbs 370 lbs 116 lbs 185 lbs 160 lbs 29011 2 Anchors @ 1.15"Min.O.C.!F-Clip(Fig.6): 240 lbs 350 lbs N/A N/A 160 lbs 630 lbs 185lbs WA WA WA 190 lbs I WA N/A N/A 370 lbs N1A N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • 1 IL 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR.EXACT DIMENSIONS,SE F-e O a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS.SHOWN ON TABLE 2A Mullion Capacity Tab Ibsffiz Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 901n 100 in 120 In Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Traprrriang. Rectangular TraplTriang. Recta 1 x 2 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube i*,. Z, Z, 2.1 Z, Z� Z. ;a 41 Z, s _ �_ � a _ a_ o cS .� '& ci n S r. ci 'o T� o c+ '% o .� �. ci v m to �. �. n a.� a .� Mullion y la° a o Min a ii b° o >g ii c. a a `6 a M `� n n L a `�' n m m G m m y m m G m m G m m C G m m G m G m vv o Ov o 0 .0 oo a a a a� ci _ cis ci $ c `o d c o` �+ c `o c `o _ c $ c i . c `a d c 5 v c ii a c 4 s r c°- t t � � t o L o f o � { o a c 9 t o v n rB a o �' n iu c u c m c c a o .� c iu .n � 12 Nam. � W g� �o: � � � � � � .2 42 in 170.0 620 170.0 435 161.3 662 170.0 478 129.T 662 170.0 506 113.5 662 1 169.5 518 1 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.9 48 in 121.6 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 1 507 102-6 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7' 507 99.0 396 43.4 50.625in 103.7 456 114.6 379 86.4 455 99.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 s 60in 62.3 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 C 63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 m 66 in 46.6 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 7 72 in 36,0 225 37.9 1 196 30.0 225 32.2 191 25.7 225 28.4 188 2a5 225 25.6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 78 in 28.3 192 20.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 90 in 18.5 144 19.0 128 15.4 144 16.1 126 %in 15.2 127 15.6 113 TABLE 2B _ Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3/16'DeWalt 114"DeWalt 5il6"Elco 3/16"Elco 114"Elco T16"DeWalt 114'DeWal Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ulttacon Ulltacon Uliracon Ultracon+ Ultracon+ (lbs) Edge Distanc e(in): 1" 2-1/2' 1" 2-1/2' 1" 2-1/2" 1" 21/2' 3-1/9, 1" 2-112' 1" 2-1/2" 1" 2-1/2' 1" 2- Embedment(In): 1.3/4" 1-3/4" 1-3/4" 13/4" 1-314" 1-3/4" 1-314" 1 914" 2' 1-114" 1-1/4" 1-1/4" 1414' 1-114" 1 1/4' 1-1/4" 1-- 2 Anchors @ 4.75"MIn.O.C.i Standard or011sel Clip(Fig.1): 390 Ibs 3901bs 450 lbs 890 lbs 310 lbs 630lbs 220 Ibs 8701bs 1644 Ibs 2701bs . lbs 354lbs 7401bs 230Ibs 370Ibs 3201bs 58C 4Anchors @ 1.15"Min.O.C./Standard(or Onset)Clip(Fig.2): 480 lbs 700 lbs NIA MIA 320 lbs 1260 lbs. 370 lbs N/A N/A N/A 380 lbs NIA MIA NIA 740 lbs N/A N 4 Anchors @ 3"Min.O.C_/(2)2x5 Angle Clips I(Fig.3): 780 lbs 780 lbs 680 lbs 1660 Ibs 620 Ibs 1260 Ibs 440 lbs 1740 Ibs 1696 Ibs 540lbs 560 lbs NIA 760 lbs 460lbs 740 lbs 640lbs 116 2 Anchors @ 0.49'Mtn O.C./U-Clip,into.12&'Alum.(Fig.4): WA WA MIA NIA N/A NIA N/A NIA MIA NIA N/A NIA NIA NIA NIA NIA N 1 Anchor/F-Clip(Fig.5): 195lbs 195lbs 225 lbs 445 lbs 155lbs 315lbs 110 lbs 4351bs 822lbs 1361bs 140 lbs 1771bs 370 lbs 115lbs 185 lbs 160lbs 29C 2 Anchors @ 1.15"Min.O.CJ F-Cllp(Fig.6): 240 Ibs 350 lbs f N/A N/A 160 lbs 630 lbs 185 Ibs N/A NIA N/A 190 lbs N/A WA NIA 370 lbs N/A N NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWF FIGURE 3: TABLE 3A Mullion Capacity Table(lbsfle) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanNng mullions) 50 in 60 in 70 in 80 in 90 In 100 in 120 in 7 x 2.75 x Rectangular TraplTriang. Rectangular TraplTriang, Rectangular TraplTriang. Rectangular Trep/Tdang. Rectangular Trap/Tdang. Rectangular 7rap/Triang. Rectangular Trap/Tdang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa, .375 Alum. Tube z Mullion n °�a o.a a n a CL °b No CL ii n ro m m ro `�' N ro ro u^d ro m ro m m U U v U _ r� v U G ro roc ro m e m mam c io m e m m G m m e R �-c o.a c °� �, n. �°. m2mL x i3 o d y G y U U U c U U U 0 U_ 0-0 U Ua U _ Uv COY UG COY Uv U _ V v U yy U O' C •Q• L.= O L •= O L .5 C t •� CO 17 CO O GO N G _G C` C F .O C 1 7 C N 7 N V tr jn U O' U _ _ 7 r t _4 L 7 t O 7 �LG QfY G ¢ K � � Q � dc `� c SA c m � .� �CC..,� iu c nC. Cr � � � � c C � � c N Q 0: G Q d' �L C ¢ O-' Q d' G Q D: G Q 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868rl "063 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.51 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992170.0 1133 170.0 661 1 151.8 1139 1 170.0 677 136.E 1139 170.0 680 1 113.9 1139 170.0 680 97.6 50.625 in 170.0 747 170.0 5.63 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 54in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 146.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 60 in 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106,2 590 78.4 736 99.5 583 70.5 735 95:1 578 56.8 735 91.8 574 50.4 63 in 121.9 666 130.0 570 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 90.1 638 67.7 666 83.9 531 60.9 666 79.8 526 50.8 666 75.8 521 43.5 s 661n 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 J 72 in 81.6 570 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 76 in 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 78 in 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 90 in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 96 in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 Ill In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. HDI10W CMU Anchor 3/16"Elco 114"Elco 3/16"DeWait 1/4"DeWalt 5/16"Elco 3/16"Boo 114"Elco 3116"DeWalt 1/4"DeWall Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-112" 3-1/8" 1" 2-112" 1" 2-1/2" 1" 2-112" 1" 2-1. Embedment on): 1-3/4" 141/4" 1.34' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1l4" 1-1/4" 161/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig-,): 3901bs 390 Ibs 450 Ibs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 680 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 460 lbs 700 lbs NIA N/A 320 Ibs 1260 lbs 370 Ibs WA WA NIA 380 lbs WA N/A NIA 740 lbs N/A NJ.4 Anchors @ 3"Mln.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 Ibs 680 Ibs 1560 lbs 620 lbs 1260 Ibs 440 Ibs 1740 lbs 1896 lbs 540 ihs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A WA N/A N/A NIA N/A NIA N/A N/A WA NIA N/A NIA NIA N/A N/A N/, 1 Anchor!F-Clip(Fig.5): 1951bs 195 lbs 225 Ibs 4451bs 1551bs 315 Ibs 110 Ibs 435 Ibs 822 Ibs 135 Ibs 140 lbs 177 Ibs 370 Ibs 115 Ibs 185 ibs 160 Ibs 290 2 Ahchors @ 1.15"Mln.O.C./F-Clip(Fig.6): 240 Ibs 350 lbs N!A WA 160 lbs 630 lbs 185 lbs N/A WA WA 190 Ibs NIA WA N/A 370 lbs N/A NL 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 SHE FIGURE 1: FIGURE 2: • • TABLE NOTES: 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM. TABLE 4A Mullion Ca0acity Table Ibstfe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 10 in 80 in 90 in 100 in 120 in 1 X 2.75 X Rectangular Trap/Triang. Rectangular TraplT'ang. Rectangular lYap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular TraplTriang. Rectanl Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii .650 Alum. Tube Z, Z� -2:1 � 21 Z, (Vp ^ N ^ ^ U U U U U V r.. U V.-+ V U�. V U'-+ U •V^ U U^ U U^ U V Mullion n a n c a`c3 n n a o n a a s n '6 ro m ro ro ro ro ro ro ro N ro ro y lC N G a 0 U_ U U �roj c m roc ro W ro roc ro m cna to� m a a� 4 a.o a q.o v U Uv U U •o U _ U � U U 10 roc ro roc ro roc ro oN Z5� CN `o C `o` CN CN ` C((��r C N U Uv� V Q' O �+ = O = 7 R _ > O¢+ L•� 2 IK L 7 O O G ry¢ o _ G i5`_ C fV o C o� C o�_ C p�_ C(fir C^ N C, (/ V V jn U Q' _ _ 7 C .0 7 _ = 5 .2 t C .0 0 d S ^2 G Q Q.' 2 G G m = = U C 7 C Gl 7 C N C m 7 N C g 7 U y 7 N U C - U - N U O' = �7 U O' N U Cr - a_ c Q c Q c Q •� Q c A m .� � ro a m a C, m ro Q �'�' Q 2r G Q d' G Q `2 c A 42in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 t70.0 680 141.7 1417 170.0 680 121.5 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 12B6 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 1 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 86.1 60in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 9M 114.4 715 62.8 63 in 151.8 830 161.9 710 128.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 . 670 84.4 830 104.6 662 75.9 030 99.4 656 63.3 830 94.5 649 54.2 s c 66 in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.6 757 96A 614 73.4 757 89.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2 J 72in 101.7 636 106.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 56.5 636 66.5 514 50.9 636 62.3 508 42.4 836 57.2 500 36.3 76 in 86.5 571 9011 .4 498 72.1 571 78.8 488 i31. 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 781n 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 82.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 90 in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.6 96in 42.9 35B 44.1 320 35.8 358 37.2 314 30.7 35B 32.4 309 26.8 358 28.8 304 23.8 356 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 108in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18-D 240 15.1 283 16.5 237 III in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 V 3 267 18.3 231 15.4 267 16.5 228 1201n 22.0 229 22.3 209 18.3 1 229 18.8 205 15.7 229 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor A 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco WIT Elco 1/4"Elco 3/16"DeWalt 114"DeWalt Capacity Anchor Type: Ultracon Ullracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(In): 1" 2-1/2" � 1.E 2-1/2" 1" 2-112" 1" 2-1/2" 3-1l8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-11:Embedment(n): 1-3/4" 1-3/4" 1�/ 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/z 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480lbs 700 Ibs N/A WA 320 Ibs 1260lbs 370lbs N/A WA NIA 380 Ibs WA WA N/A 740 Ibs N/A NIA 4 Anchors @ 3"Min.O.C./{2)2x5 Angle Clips/(Fig.3): 760 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs IM0 lbs 1896 Ibs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 11601 2 Anchors @ 0.46"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A NIA NIA N/A WA N/A N/A WA N/A N/A NIA WA N/A N/A NIA N/A NIA 1 Anchor/F-Clip(Fig.5): 1951bs 195 Ibs 225 Ibs 445lbs 155lbs 3151bs 110 Ibs 435 Ibs 822 Ibs 135lbs 140 Ibs IT7 Ibs 370 Ibs 115lbs 185 Ibs 160 Ibs 290 If 2Anchors @ 1.15"Min.O.C,/F-Clip(Fig.6): 240 Ibs 350lbs NIA N/A 160lbs 630 Ibs 185lbs N/A WA WA 190 Ibs NIA I WA N/A 370 Ibs N/A N/A 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 SI FIGURE 1: FIGURE 2: TABLE NOTES: I• • • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO. : - e 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capacitf Table Ibs1W Opening Width(for vertically-spanning millions)or Opening Height(for hodzontall�&-spanrling mullions) 50 in 60 in 70 In 80 In11 901n 100 in 11 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. I Rectangular I Trap/Triang. Rectangular TraplTdang. Rectangular Trapf iriang. Rectangular Trap/Triang. Rectan( 1"X 3.126"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii .600"Alum Z, � Z, Z � 2^ � Z, � �_ a, Z, Z Tube Mull n n`_d' n o..0 `q0 na b° `p° b' o n°7c n a `� a fp0 a a n a`d` a n`�'a c o o n.2 o `;.2 0 19aa n N lCl v N lL7 G l9 f0 G f0 f0 G (0 /0 C W /9 G l0 10 G !C fO G f0 l0 G l0 (0 v lO W G [0 f0 G (0 G 10 Co G l0 0.0 U 0,0 U 0.0 U (��+ 0 -0 U(��±7 U-0 U U-0 U 0 -0 U 0-0 U U v U (� U v U U -0 U O C v m c`oi CrG c~oi:3 0 V Cr 0 _ _ .`mac 3 6ry^- L o L o L t7 C L 7 = o C C 0 CrC 0 tr N t� C7' y u Q m u tr 'n 0 Cr 0 � u iS 0 tr c c Q a c Q c a c m .n c m 17 c m n c m c m c m '� c ar > 55 m c p c m �� �G QD: Q� �G Q� �G Qd' `zc Qa �c Q� mac. Q� �c 42,7. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 1 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1 1195 1 170.0 723 170.0 1345 170.0 747 170.0 1494 1.70.0 756 141.7 1495 170.0 756 121.5 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 1 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 60in 170.0 885 170.0 701 170.0 1063 1 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 63in 170.0 930 170.0 745 159.8 1049 1 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 IVA 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 s C 66in 166.8 955 170.0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 J 72 in 128.5 803 134.9 697 107.0 803 1,14.9 662 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 78in 101.0 684 105.4 599 84.2 684 1 89.4 587 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 658 50.5 684 59.9 551 42.1 684 54.1 541 36.1 90 in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.6 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 96 in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 1 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 108in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 1 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 16.0 293 13.6 Ill in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 2i.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 120in 27.7 289 28.2 Z63 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 TABLE 5B Substrate: 2.7k Concrete 3k Concrete '3.5k Conc. Hollow CMU nc Anchor AhorT 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 114"Elco 3116"DeWalt 114"DeWalt Capacity Ultracon Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-3/4" 1-3/4' 1-3/4" 1 1-314, 1-314" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1M' 1-1/, 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 lbs I 450 Ibs 890 Ibs 310lbs 630 Ibs 220 Ibs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig:2): 4801bs 700 lbs N/A NIA 1 320 lbs 1260 Ibs 370 lbs N/A NIA NIA 380 lbs WA WA N/A 740 lbs N/A NIP 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 620lbs 1260 Ibs 440 lbs 1740 lbs 18961bs 540 lbs 560 lbs WA 760 lbs' 460 Ibs 740 Ibs 640 lbs 1160 3 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): N/A WA NIA WA NIA NIA NIA WA NIA WA NIA WA N/A N/A NIA N/A NIP 1 Anchor/F-Clip(Fig.5): 195lbs 195 lbs 225 lbs 446 lbs 155 Ibs 315 lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6):1 240 Ibs 350 lbs N/A WA 160lbs 630 Ibs 1851bs WA WA NIA 190 Ibs N/A WA N/A 370 lbs NIA NIP NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAT SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A Mullion Capacity Table(Ibsfie) Opening Width(for verfically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 ill 60 in 70 In 80 in 90 in 100 in 120 in Rectangular TraplTdang. Rectangular Trapffriang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trapfrdang. Rectangular Trap/Triang. Rectangular hap/Tdang. Re 1 X 4 x.725 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube v 2-7 0. o e c� ci ci ci.� n c� c� c� o Mullion 0 m y ,� N m CL m m� c )a° a n iia a oa 1pa �� a n�_ e ' o a.8 ? 1pc 1y+ Uo C U U (Z� U 7� G U a U U 9 V U U U U U b U U 'py U U c U U'S7 U _ U U VG 'N 7 v 7 "I V j 2 c) fT O j0 LG Q' o GV Cr2 V P. L= .0 7. 2 .0 .0 L ` L 7 ,C �+ L t 2 QK .� Q� �i°' ¢ � � c ¢ � �� Q � �c UGG O01 � � 5 � � Q � � c Q� �a Q0: �c �� � c Q Q<D: 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 14t 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3' 1303 170.0 680 11, 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 lot 54in 170.0 797 170.0 612 170.0 956 170.0 691 176.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88 60in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71 63in 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64 66In 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.5 849 68.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48 J 76in 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 646 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 62 62.8 602 41 7 78 in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 24 57.3 573 38 90 in 69:6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 446 Pb 0§43 34.9 436 24 96in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 3.9 478 28.1 386 20 108in 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 77 19.0 310 14 111 inr23 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 n54 57 17.4 294 120in 306 29.8 279 24.5 306 25A 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 212 17.2 196 TABLE 6B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. slow CMU Anchor Anchor T 3/16"Eico 114"g2-1/2" 3/16"DeWalt 114"DeWalt 5/16"Elco 3116"Elco 114"Elco DeWalt 1/4"De Capacity Yam' Ultracon Ultr Ultracon+ Ultracon+ Ultracon Ultracon Ultracon con+ Ulirac( (Ibs) Edge Distance(in): 1" 2-112" 1" 1" 2-1/2 1" 2-1/2" 3.1/8" 1" 2-1/7' 1" 2-1/2" 2-1/2" 1" Embedment(in): 1-3/4" 1-314" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1! 1-1/4, 1-1/4" 2 Anchors @ 4.75"Min.O.C.!Standard or Offset Clip(Fig.1&2): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 lbs 270 Ibs 280 Ibs 354 Ibs Tb370 Ibs 320 Ibs 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 Ibs 700 Ibs 580 Ibs 14 00 Ibs 620 Ibs 1260 Ibs 420 Ibs 1720 Ibs 952 Its NIA 560 IbsNIA 740 Ibs 510 Ibs 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 9601bs 14001bs NIA NIA 840lbs 2520 Ibs 740lbs NIA N/A WA 760 Ibs N/A 1480 Ibs N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 220 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs WA s 740 Ibs 640 lbs 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 Ibs 11701bs 1020Ibs 2340 Ibs 930 Ibs 1890 Ibs 660 Ibs 2610 Ibs 2844 Ibs 810 Ibs 840 Ibs WA s 1110 Ibs 960 Ibs 4 Anchors@ 0.45"Min.O.C./U-Clip,into.126'Alum.(Fig.7): WA WA N/A N/A WA WA N/A WA WA WA WA WA N/A N/A 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8): 350 Ibs 350'lbs 290 Ibs 705 Ibs 310 Ibs 63D Ibs 210 Ibs 860 Ibs 476 It s WA 280 Ibs WA 315 Ibs 195 Ibs 370 Ibs 255 Ibs 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9):l 480 Ibs 1 700 Ibs N/A I WA 320 Ibs 1260 Ibs 370 Ibs WA I WA WA 380 Ibs N/A WA NIA 1 740 Ibs N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIrI IRF a• Farr iar=o- TABLE 7A Mullion Capacity Table(lbsW) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 4 x.375 Rectangular Trapffriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapf-mang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectar Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loac Alum.Tube -. o 'o 'n S W W W W N W N W W N W W N W W W N W W N W W W W N W W W W N W W N W W N W Mullion a a n a n a b° a `$ a a s a a s a a y �q .O tl d d G ' G. 06 CL d C 0.� O. U _ C� � (� C�Y � C� U � (� _ C� •o C� c� � � C) v � _ r� -� (� _ C� � U _ c�v C� U� f� � v C� Uc C� �� C� (� C�J ii z •a o o o '5 o •P-� o`� o oy� o o o . o e `o . c o d c c tL] O' yy O O' U O' U = L 7 L L L '' = L = q L ,� yN Z 7 L .0 'S t/1 L = 2 •� C N V d N 7 W 7.O C N C Gl 7 y C W U c N 7 VG ry C 7 L U5 d V .NO C� c Qtr � c � tr �c � a mac. Q � � c Q � � c � � � c QtY � c � 0 �c Q� �c ¢a gc Qa �c ¢ � � c Q � 42in 170.0 620 170.0 435 170.0 744 1 176.01478 170.0 866 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 176.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 768 170.0 524 170.0 850 1 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0. 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.626in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 60in 170.0 885 170.0 701 170.0 1063 170..0 797 '170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1408 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100:7 w 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.E 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 rn 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 160.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 J 76 in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 1 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 7 78 in 166.1 1124 170.0 1 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 905 69.2 1124 89.0 890 59.3 90in 108.1 844 111.5 750 1 90.1 844 94.3 736 77.2 1 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.b 844 61.4 693 45.0 844 54.2 678 38.6 96 in 89.1 742 91.5 663 1 74.2 742 77.2 652 r41.2 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49:8 614 P24.O555 [27.1 600 31.8 108in 62.6 586 63.9 530 52.1 586 53.8 521 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 481 22.3 Ill in 57.6 555 58.8 503 48.0 555 49.5 495 555 42.9 487 36.0 655 38.0 460 32.0 555 34.2 473 28.8 555 31.3 467 457 20.6 120 in 45.6 475 46.4 433 38.0 475 39.0 426 475 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 395 16.3 144 in 26.4 330 26.7 305 22.0 330 22.4 30'1 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Eico 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5116"Elco 3116"Elco 1/4"E►co 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(n): 1" 2-1/2" V 2-112" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-112" 1" I 2-1/2" 1" 2-11; Embedment(in): 1-3/4" 1-314" 1-3/4" 1-34' 1-314" 1-3/4" 1.3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-14' 1-1/4" 1-114, 1-1/4" 1-1/1 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig. 182): 390 lbs 390 lbs 450 lbs 890 lbs 310 Ibs 630 lbs 220 lbs 1 870 Ibs 1 1644 Ibs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs, 370 lbs 320 lbs 580 I 4 Anchors @ 225"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 lbs 700 lbs 580 Ibs 1410 lbs 620 lbs 1260 lbs 420 lbs 1720 lbs 952 lbs NIA 560 lbs N/A 630 Ibs 390 lbs 740 lbs 510 lbs 1060 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960 lbs 1400 lbs N/A NIA 640 lbs 2520 lbs 740 Ibs N/A WA N/A 760 lbs N/A NIA NIA 1480 lbs NIA NY 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 660 Ibs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 Ibs 1896 lbs 540 lbs 560 lbs NIA 760 lbs 460 lbs 740 lbs 640 lbs 1160 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 Ibs 1170 Ibs 1020 lbs 2340 lbs 930 lbs 1890 lbs 660 lbs 2610 lbs 2844 Ibs 810 lbs 840 lbs NIA 1140 lbs 690 lbs 1110 lbs 960 Ibs 1740 4 Anchors @ 0,45"Min.O.C./U-Clip,into.125'Alum.(Fig.7): N/A WA WA N/A N/A N/A NIA N/A WA N/A NIA NIA N/A NIA N/A WA NU 2 Anchors @ 2.26'Min.O.C./F-Clip(Fig.8): 350 Ibs 350 Ibs 290 Ibs 705 Ibs 310 Ibs 630 lbs 210 lbs 860 lbs 476 ibs /A 280 lbs N/A 315 IN, 195 lbs 370 lbs 255 Ibs 5301 4 Anchors @ 1:15"Min.O.C./F-Clip(Fig.9):1 480 lbs 700 lbs NIA N/A 1 320 lbs 1 1266 lbs 1 370 lbs NIA I N/A WA 380 Ibs NIA N/A N/A 740 lbs WA N// NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGIJRF 1• Fir,[IRF T FIC;I IRF R• Mr-1 II79Z n• 1)SEE SHEET 1 FOR INSTRUCTIONS OKI I ISINC.THE TART FC ANrI CIdCr-T Ia r=no rnrt TABLE 8A Mullion Capacity Table(lbsM2) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 In 120 in 1.25"x Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/TYiang. Rectangular Trap/Ttiang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Recta 3.188"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lo® .266"Alum if � � � Z" _ _ _ Tube MUII c a o a a `ri a n �° m c"a m m CO m m y m m ^m " m y m m N m m m m "N " CJ U N G 4 4.a d a C.0 4 4.G {pp, .G .O ((77 ,yLp� 4 G l0 N ry N 10 G Ip N N N ryry4 G ryry4 (pa G N 1p (Q f0 G 1¢C V C Uc U U •O U U 'O U 3 U (S V U v V N V •_¢' C C �, V O + '�'' O L 7 O C t O ` ` C G.`V•• C 'S �_ C t.9 p O ryry V O d 7 d G Q1 7 VG j j 5V5 Q N VC 3 N U tr V - V - •�• a f=] Q V U o .0 7 �A Q.R� � c � a �c C, c m ar � � Q a.' rLc Qom' r2c �d' ^2c c Q Q Q Qa.' 421n 170.0 620 170.0 435 1170.0 1 744 170.0 1 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 1 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 1 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 1195 1170.0 723 170.0 1345 1.70.0 747 167.0 1468 170.'0 756 139.2 1468 170.0 756 119.3 54in 170.0 797 10 612 170.0 956 17 70. 0.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1150 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 63in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155:9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 66 in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 CFd 72 in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 J 76 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 605 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 7 78 in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.6 .568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 686 54.3 543 36.2 90 in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 1 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 96 in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 1 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 108in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 3.58 20.8 300 15.9 358 19.0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type; 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 9116"Elco 3/16"Elco 1/4"Eleo 3/16"DeWalt 1/4"DeWalt Capacity yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2.1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-314" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1K, 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 1 890 Ibs 310 Ibs 630 Ibs 06Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 lbs 5801 4 Anchors @ 1.15"Min'.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs NIA WA 320 Ibs 1260 Ibs 370 Ibs WA WA WA 380 Ibs WA N/A NIA 740 Ibs N/A W/ 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 lbs 1740 lbs. 1896 Ibs 540 Ibs 660 lbs WA 760 lbs 460 Ibs 740 Ibs 640 Ibs 1160 ---4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A WA NIA WA WA WA NIA WA N/A WA WA WA WA N/A NIA NIA NO 1 Anchor/F-Clip(Fig.5): 195lbs 195 Ibs 225 Ibs 445lbs 555lbs 315 Ibs 110lbs 435 Ibs 822 Ibs 135lbs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 1601bs 2901 2Anchors @ 1.16'Min.O.C./F-Clip(FIg.6):1 240 Ibs 350 Ibs N/A WA 1601bs I 630 Ibs 1851bs WA WA NIA 190 Ibs WA WA NIA 370 Ibs NIA NY NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 11 rim 1 rlAnrnrr- cce cu=rn n � r-- r.r...-.-.... .. -- I ----.___ TABLE 9A Mullion Capacity Table(lbsit?) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 96 in 100 in 120 in 140 1.25 x 3.25 Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Tnang. Rectangular TrapTrriang. Rectangular TraplTriang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.100 Alum.Tube y 41 2 4 i21T w a a a a 3 w a a Mullion 1�1p •ryrye.�_ •���pp. {�{� �_ fp� ff�pp.� }}8�p..� (Sp. �A�p..� 1p� �Sp.� ��p ryry��_ }}8�p ((gypp 8 l�p. ��p�p� (gyp }�p.13 18p. ��p�p�_ ��y. ��8pp.� ���pp ryl�� � t�p. �>p�_� }�p ryry8.;g 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 1 170.0 521 109.5 1118 48 in 170.0 1 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 918 170.0 680 83.8 978 50.625 in 170.0 747 170.0 663 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 54in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 889 60in 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 1 746 93.3 683 51.2 746 63in 123.7 677 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77-3 677 91.4 546 68.7 677 85.2 539 61.9 677 81.0 534 51.6 677 77.0 529 44.2 677 C 66 in 107.6 617 114.1 530 89.7 617 97.6 619 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 1 64:4 483 38.4 617 J 72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 68.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 518 46.6 408 29.6 518 c 0 76 in 70.5 465 73.7 406 68.7 465 62.6 398 50.3 465 54.9 390 44.1 465 49.4 .384 39.2 465 45.3 378 35.2 465 42.2 374 129.4 465 38.3 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41-6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 90 in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 28.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 96 in 3.5.0 291 35.9 260 29.1 291 30.3 266 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 1 15.4 230 16.2 198 111inK�i� 197 18.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 120 in 170 14.9 187 15.3 167 TABLE 9B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU AnchorTyPe' Anchor 3/16"El.. 1/4"Eloo 3/16"DeWalt 114"DeWalt 6/16"Eico 3/16"Eloo 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" T' 2-1/2" 1" 2-1/2" 31/8" 1" 2-1/2" 1" 2-1/2" 1" Embedment(in): 1-3l4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 1314" 2" 1-114, 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1l4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Iles 630lbs 220 Ibs 870 Ibs 1644Ibs 270 Ibs 280 Ibs 354lbs I 740 Ibs 230 Ibs 370 Ibs 320 Ibs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Fibs 700 Ibs N/A N/A 320 Ibs 1260 ibs 370 Ibs NIA WA N/A 380 ibs WA N/A N/A 740 Ibs N/A N// 4 Anchors @ 3 Min.O.C./(2)2X5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Iles 440 lbs 174016s 18961bs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,Into.100"Alum.(Fig.4): N/A WA NIA N/A N/A N/A N/A NIA N/A WA N/A N/A N/A NIA N/A NIA N// F- 1 Anchor/ Clip(Fig.5): 1951bs 1951bs 2251bs 445 Ibs 1551bs. 3151bs 110 43 Ibs 5 Ibs 8?2 lbs 1351bs 140 lbs 1771bs 370lbs 115lbs 185 Ibs 160 Ibs 2901 2 Anchors @ 1.15 Min.O.C.!F-Clip(Fig.6): 2401bs 3501bs WA WA 160 lbs 630 Ibs 185 Ibs N/A WA NIA 1901bs N/A WA N/A 370 Ibs WA W/ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORI • TABLE 10A Mullion Capacity Table pbsf e) Opening Width(forvertically-spanning mullions)orOpening Height(for hoftordally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 125 x 325 Rectangular Trapj7riang. Rectangular Trapfrriang. Rectangular Trapffriang. Rectangular Trap/iriang. Rectangular Trapfrdang. Rectangular Traplrriang. Rectangular Trapfrriang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading. x.62a Alum.Tube t r r r Y 2 w r w w n A r a y Mullion ., s a s W W.0 0. G.NO O. 2 W W VI W W N W W N W W W W W N W W N W W 0 W W N W W W W W N W W N W W N 0.A 0. 0..G W W G W W W W G r+ W W W W G W G W W G W W G W W G W W G W W G W W v W W v W W G U u _ _ -q U Up •� o t C .c r t � t s ` .� 5 ` t _ t o " t9 _ z 9 `y' g w 3` $ u v `o.= `o.= a `o o` o_t_' cc.. o p o c'� `o 0 6.9 o'� `o-` Q tr 'n Q 'Lu' •� Q rY c u a u o a e a�i y u m a c m a c o a c m s u m a u d :2 a c m �o � �. d`-o: 7G Qo SG arr � � �� � _ �� gG ¢c zG �� arr 42in 170.0 620 170.0 435 170.0 744 170.0 478 170-0 060 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170-0 521 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170-0 661 170-0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170-0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1077 64in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 837 170..0 1594 170A 856 156.4 1759 170.0 861 134.1 1759 60in 170,0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1611 170.0 1033 120.8 1511 170.0 1063 103.6 1511 63in 170.0 1 930 170-0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 1 139.21 1370 170.0 1076 125.3 1370 164.01 1082 104A 1 1370 155.9 1072 89.5 1370 66in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 1011:9 1248 139.0 989 90.8 1 1248 130.4 978 77.8 1248 m 72in 167.E 1049 170.0 878 139,9 1049 150.2 692 119.9 1049 132-1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 J 0 76in 142.7 941 149.1 622 118.9 941 126.E 1 805 101.9 941 111.2 791 89.2 941 IWO 777 79.3 941 91.7 766 71.4 941 85.5 767 59.5 941 77.6 744 51.0 941 3 76in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102.4 753 02.6 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.1 894 90 in 85.9 671 88.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 50.2 566 1 47.7 1 671 52.9 55B 43-0 671 48.8 651 35.8 6.71 43.1 539 30.7 671 96 in 70.8 590 y2.8 527 59.0 590 1 61.4 618 50.6 590 63.4 509 44.3 590 47.6 502 39.3 590 43.0 494 35.4 590 39-6 488 29.5 590 34.7 477 1 25.3 1 590 108 in 49.7 466 1 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 Ill in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 375 22-9 441 24.9 372 19.1 441 21.5 363 16.4 441 120 in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26:8 334 22.7 376 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 144in 21.0 262 21.2 242 ITS 262 17.8 239 15.0 262 15.3 236 TABLE 10B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor 3116'Elco 114'Elco 3116"DeWalt 1/4"DeWalt 6116"Elco 3/16'Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2=1/2" 1" 1 2-1/2" 1" 2-112" 1" 2-1/2 3-1/B" 1" 2-1/2" 1" 2-112" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 1.314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1.1/4" 1-114, 1-1/ 2 Anchors @ 4.75'Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450.Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 lbs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs NIA N/A 320 lbs 1260 lbs 370 Ibs N/A N/A N/A 380 Ibs N/A WA NIA 740 lbs N/A NA 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 6801bs 1560 Ibs 620 lbs 1260 Ibs 440 Ibs 1740 Ibs 1896lbs 540 lbs 560 lbs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 3Anchors @ 0.54"Min.O.C./U-Clip,into.100"Alum.(Fig.4): NIA N/A WA N/A N/A N/A NIA N/A WA N/A NIA N/A N/A NIA N/A WA N// 1 Anchor/F-Clip(Fig.5): 195 lbs 195 Ibs 225 Ibs 445 Ibs 155 Ibs 3151bs 110 Ibs 435 Ibs 822 lbs 135 Ibs 140 Ibs 177lbs 370 Ibs 116 Ibs 185 Ibs 160 Ibs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Flg.6): 240 Ibs 350 Ibs WA N/A 160lbs 630.Ibs 185 Ibs N/A N/A N/A 190 Ibs WA N/A NIA 370 Ibs WA I Nh NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAI ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion Capacity Table(Ibsffe) Opening Wdth(for vertically-spanning mullions)orOpening Height(for horiz6ntally-s panning mullions) 50 in 60 in 70 in 60 in 90 in 100 in 120 in W Rectangular Trap/Trian . Rectangular Tra frrian . Rectan ular Tra g pfrriang. Rectangular Trapfrriang. Rectangular Trapfrdang. Rectangular Trap/rriang. Rectangular 125 X 3.94 0 9 P 9 9 pffriang. Rectangular Tra Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading X.624 Alum.Tube A A A •u 'ia u 'u 'u 't�i •ti 'ii 'n `v r. .� o W u '� a •o 'chi 'p u u o 'n 'a o •u 'u •u a 'u Mullion W N m A N N m N m N m m N ry N N M m N m O N m w N M w 0 ,p M N ry N m N N ry N N {p m N 0. 0..O0.-00.-0 ID G IO m v tp i0 G 10 t9.... 1" tC G t0 m G t0 f0 G (p N G {p t0 G N N G m t0 G t0 t9 % fG {O�+ C.) U 9 w L .j o L-E! O _ •7 0 s 7 .mC 7 ti' .0 7 c t'� o o o tY- o ea o�Y. o.� �5 � -Np C m .O m o VC.� .2 ~ �L •C .E Q c o: Q Q C a m •c CC,, m a c m a m a c m a c m a Su o << a c m a c m a Q G Q v Q LY 2.- G (Z .� Q G Q ^L G tr G G Q�' `L G Q C_ S GIx 42in 170.0 620 170-0 436 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 49in 170.0 708 170.0 624 170.0 850 170.0 564 170.0 992 170.0 630 170.D 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170-0 680 170.0 1700 170.0 680 170.0 1983 50.626 in 170.0 747 170.0 563 170-0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170-0 756 170.0 2092 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170-0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170-0 856 170.0 1913 170.0 861 170.0 2231 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 1 170-0 944 170.0 1594 170.0 996 170-0 1771 170.0 1033 170.0 1 2125 1 170.0 1063 148.3 2163 63in 170.0 930 170.0 745 17D.0 1116 170.0 850 170.0 1302 170.0 940 17(.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 1.56.9 2060 170,0 1169 134.5 2060 C 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 1 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 m 72in 170.0 1063 170.0 87B 170.0 12T5 170.0 1009 170.0 1485 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 13B.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 J 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 160.5 1556 170-0 1209 147.4 1656 1652 1285 131.1 1556 151.6 1266 117-9 1656 141-3 1261 98.3 1556 128.3 1229 84.2 1556 78in 170.0 1151 17D.0 967 170.0 1381 170.0 1116 165.9 1477 169.3 1245 136.4 1477 1 152.0 1224 1 1212 1477 139.1 1206 109.1 1477 129.5 1191 1 90.9 1 1477 1 116.9 1169 77.9 1 1477 90in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96-3 936 78.9 1110 07.5 922 71.0 1110 80.7 910 59.2 111D 71.3 891 50.7 1110 96in 117.0 975 120.3 872 97-5 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 58.6 975 65.4 807 48.0 975 57.4 789 41.8 975 108in 82.2 771 84.0 616 6B.5 771 70-7 615 58.7 771 61.3 674 61.4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 111in 76.7 T30 77.3 661 63.1 730 65.0 650 54A 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 600 27.0 730 120in 59.9 624 61.0 569 49.9 624 51.2 560 42.8 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25-0 624 27.7 519 21.4 624 144 in 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 TABLE 11 B Substrate. 27k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor AnchorT 3/16"Elco 1/4"Elco 3116"DeWalt 114"DeWalt 5116'Elco 3/16"Elco 114"Elco 3116"DeWalt 114'DeWal Capacity ype Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance Qn): 1" 2-1/2" 1" 2-1/2' 1" 2-1/2" 1" 1 27.1IT 3-1/8" 1" 2-1/2' 1" 2-1/2' 1" 2-112' 1" 2-1 Embedment QT� 1-3/4" 13/4" 13/4" 13r4" 13/4" 1314" 13/4" 1.3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-114" 1-1/4" 1-114" 1-1 2 Anchors @ 4.75"Min.O.C./Standard or OtLsel Cllp(Fg.1j 390 Ibs 1 390 Ibs 450 Ips 890 Ibs 310 Ibs I 630 Ibs 220 Ibs 670 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 1 740lbs 230 Ibs 370 Ibs 320I&F 580 4 Anchors @ 1.19'Min O.C.I Standard(or Offset)Clip(Fig.2): 480 IN 700 Ibs N/A N/A 320 Ibs 1260lbs .370 Ibs I NIA N/A NIA 380 Ibs NIA NIA N/A 740 lbs N/A N. 4 Anchors @ 3"Min.O.C./(2)2u5 Angle Clips I(Fig.3): 780 lbs 780 Ibs 680 Ibs 1560 lbs 620 Ibs 1260lbs 440 Ibs 1740 Ips 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640lbs 116( 4 Anchors @ 0.54'Min.O.C.I U-COp,Into-100"Alum.(Fig.4): NIA NIA N/A N/A N/A N/A WA NIA NIA N/A N/A NIA NIA N/A N/A N/A N 1 Anchor/F•CIIp(Fig.5j: 1 951bs 1951bs 225Ibs 445Ibs 155lbs 315lbs 110lbs 435lbs 822lbs 135lbs 1401bs 1T71bs 370lbs 115lbs 185lbs 160lbs 290 2Anchors @ 1.15"Min.O.CJ F-Clip(Flg.6): 240lbs 350lbs NIA N/A 160 Ibs 630 Ibs 185 Ibs N/A N/A WA 190 Ibs N/A NIA N/A 370 Ibs N/A N, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR I TABLE 12A Mullion Capacity Table Ibstfe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 In Rectangular Trap/T6ang. Rectangular Trapfftiang. Rectangular Trap/Triang. Rectangular Trapffriang. Rectangular Trapffdang. Rectangular Trapfrdang. Rectangular TraplTdang. Re 2 x 4 x.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube O .Gqq ci � rGZ�o .2�Gc 9 4-� p.1 Z, Z.a Z°,� Z,_ Z4�, Mullion y � o � Ib 4 anu C C a ii c?'3L_ cn`3 �$ ca`3 v vK� �o 2;c.�� ccMnas 3; 5 v� 5 i _s i_ io o luio _.a czn�yc CrR QQ Q G Qc C,^ ca`g3 42in 170.0 620 1 170.0 435 170.0 744 1 170.0 478 170. 8868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 17( 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 17( 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 IT 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 856 170.0 1913 170.0 861 17( 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 1 170.0 1771 1 170.0 1033 170.0 2125 170.0 1063 17( 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170,0 940 170.0 1488 170.0 1015 170.0 1673 1 170.0 1076 170.0 1859 170,0 1122 170.0 2231 170.0 1169 16( 66 in 170.0 974 170.0 789 170.0 1169 1 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151 c 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 13i5 170.0 2125 170.0 1367 145.E 2184 170,0 1488 12, J 76in 170,0 1122 170.0 937 170.0 1346 170.0 1080 170,0 1570 170.0 1209 170.0 1794 170,0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 10( 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 le61 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98 90in 170.0 1328 170.0 1144 149.1 1398 166.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63 96 in 147.4 1229 151.5 1698 122.9 =9 127.8 1079 105.3 1229 111.2 1061 92.1 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52 108in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37 M in 95.4 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34 1201n 75.5 786 76.8 716 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3. 546 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 546 19.5 464 15 TABLE12B Substrate: 27k Concrete 3k Concrete 3.5k Conc_ Hollow CMU Anchor AnchorT 3116"Elco 1/4"Elco 3/1ii'DeWalt 114"DeWalt 5/16"Elco 3116"Elco 1/4"Elco 3/16"DeWalt 114'De Capacity ype: Ultracon Ultracon Ultmeon+ Uliracon+ Ullracon Ultracon Ullydeon Ultracon+ Ultras abs) Edge Distance(n): 1" 2-1/2 1" 2-1/2' 1" 1 2-112" 1" 2-11T 3-1/8" 1" 1 2-1/2' 1" 2-1/2" T' 1 2-112' 1" Embedment(in): 1-3/41' 1 1.9/4" 1-3/4" 13r4" 1-314" 1 1-3/4" 1.314" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-114' 1-1/4" 1414" 1-114' 2 Anctron;@ 4.75"Min.O.C./Standard or Offset Cllp(Fig.1&2).l 390 lbs 1 390 lbs 450 lbs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 8701bs 1644 lbs 270 lbs 280 Ibs 351 Ibs 740 lbs 230 Ibs 370 Ibs 320 Ibs 4 Anchors @ 2.68"Min.O.C.I Standard(or Offset)Clip(Fig.3): 740 Ibs 740 lbs 630 lbs 1485 lbs 620 lbs 1260lbs 430 Ibs 1730 Ibs 1424 Ibs NIA 560 Ibs N/A 695 Ibs 425 Ibs 740 Ibs 6751bs 6Anchors @ 1.71"Min O.C.!Standard(or Offset)Clip(Flg.4): 8851bs 05D Ib 7581bs 19461bs 705 Ibs 1890Ibs 608 Ibs 2558 lbs NIA WA 705 Ibs N/A 799 Ibs 506 Ibs 1110 Ibs 6191bs 4 Anchors @ 3"Min.O.C./(2)2K5 Angle Clips/(Flg.51 780 Ibs 78 bs 680 Ibs i560 Ibs 6201bs 1260lbs 440 lbs. 1740 Ibs 1896 lbs 540 Ibs 560 Ibs N/A 760lbs 460 Ibs 740 Ibs 640lbs 6 Anc hors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Flg.6): 1170 Ibs 1170 lbs 1020lbs 2340 Ibs 930-lbs 1890lbs 660 Ibs 2610 Ibs 2844.lbs 81 bs 840 lbs NIA 1140 Ibs 690 Ibs 1110 lbs 9601bs 3 Anchors @ 1.34"Min.O_C./U-Clip,Into.125"Alum.(Fig.7y N/A N/A NIA NIA N/A "N/AIWUANIA NIA WA N/A6 Anchors@ 0.64"Min.O.C./U-Clip,into.125"Alum.(Flg.8): N/A NIA N/A N/A N/ANIA N/A N/A N/A2Anchors@ 2.68"Min.O.C./F�Iip(Flg.9): 370 Ibs 370 Ibs 315Ibs 743 Ibs 310 Ibs865ibs 712lbs3 Anchors @ 1.71"Min.O.C./F-Clip(Fig.10y 443lbs 525 Ibs 9791bs 9731bS 353 Ibs1279 Ibs N/A NIA 353 Ibs N/A 3991bs 253 Ibs 555 Ibs 3091bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: CIRCLED VALUES ARE USED IN THE EXAMPLE Ol' ® 11 11 7 IQ TABLE NOTES: TABLE 13A Mullion Capacity Tablo IbsfR2 Oponing Width(for vertica*sparring mldliorls)or Opaning Haight(for horizontally-spariNrig mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 In Rectangular Trap/Triang. Rectangular TroprTr(ang. Rectangular TraplTriang. Rectangular Trap/Trlang, Rectangular Trap/Triang. Rectangular Trapffriang. Rectangular Trap/Trtang. Roclan( 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loacf6 Alum.Tuba �_ Z. 11 Z�dc` r�a"r zU� �Uu �U u` cu u z da - du a _m aa a C VF7TU� v �z � u U�a GvK U�Z u za 'Ei .0 u 'u3 8YIItOn n nm m m o o mm m m H anDon op ,.nn n pGmmWa0 N ] n o Q cNG mNO N G m m mG N aU U U U U O O C �1CO U _ O= ` Ji Z ra � 2 � u u � 2 75 (x r me0 Crye 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6W 170.0 1700 170.0 680 170.0 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 54In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 m 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 a+ C 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 76In 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 7 781n 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 90in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 [151.8 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 212.5 156.0 96in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 108In 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 111in 170.0 1638 170.0 1454 170.0 1986 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 2632 162.3 2245 136.6 2632 148.4 2216 113.8 2632 12A97.6 120in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1815 90.1 2252 877.2 1441n 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 544.7 TABLE 13B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CK1U Anchor Anchor T 3/16'Elco 1/4'Elco 3116'DeWalt 1/4'DeWalt 5116"Elco 3/16'Elco 1/4'Elco 3/16'DeWall 1/4'DeWalt Capacity Type: Ullracon Ullracon U Imcon+ Ullracon+ Ullracon Ullracon Ultracon Ullracon+ Ullracon+ (Ibs) Edge Distance(in): 1' 2-112' 1' 2-1/2• i' 2-t/2' 1' 2-1/2' 3.1/8` 1• 2-1/2' 1• 2-1- 1• 2-1rr 1' 2-1/ Embedment Qn): 1-3/4' 1.3/4` 1-3/4' 1.3/4' 1.314• 1.3/4' 1314' 13/4' 2' 1-1/4• 1-1/4' 1.1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4" 1-1l 2 Anchors @ 4.75'Min.O.C./Standard or Ottel Clip(Ftg. 182): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 6301bs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 tbs 580 4 Anchors @ 4.68'On.O.C./Standard(or Offset)Clip(Fig.3): 780lbs 780lbs 900lbs 1780 tbs 620lbs 1260 Ibs 440 Ibs 1740 Ibs 3232lbs 540lbs 560 Ibs 708lbs 1480 ibs 460lbs 740 Ibs 640 Ibs 1160 8 Anchors @ 1.71•Min.O.C./Standard(or OCsel)Gip(Fig.4): 1180 Ibs 1400 lb5 1070 Ibs 2595 Ibs 9401bs 2520 Ibs 810 Ibs 3410 Ibs WA WA 940 Ibs WA 1065 lbs 075 lbs 1480 lbs 825 Ibs 1970 4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clps/(Fig.5). 760 Ibs 780lbs 680lbs 15W Ibs 620 Ibs 1260 rbs 440 Ibs 1740 Ibs 1896lbs 540 Ibs 560 Ibs WA 6601bs 460 Ibs 740 Ibs 640 lbs 1160 8 Anchors @ 3•Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1560 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 1240 Ibs 2520 lbs 880 fbs 3480 Ibs 3792 lbs 1080 lbs 1120 Ibs N/A 1520 Ibs 920 lbs 1480 Ibs 1280lbs 2320 12 Anchors @ 1.5•Min.O.C./(2)ac5 Angle Gips/(Fig.7): 1660 Ibs 2100 Ibs 1440 Its 3780 Ibs 1260 Ibs 3780 Ibs 1200 Ibs 5100 Ibs WA N/A 1320 Ibs WA 1500 Ibs 960 Ibs 2220 Ibs 1140 Ibs 21180 4 Anchors @ 1.34'Min.O.C./U-Clip,into.125'Alum.(Fig.8): WA WA WA WA WA WA WA N/A WA WA WA NIA WA N/A N/A WA W, 8 Anchors @ 0.64'Min.O.C./U-Clip,Into.125'Alum.(Rg.9): NIA WA WA WA N/A WA WA WA WA WA WA WA WA N/A WA WA W, 2 Anchors @ 4.68-Min.O.C./F-Clip(Fig. 10): 3901tr. 39D Ibs 450lbs 890 Ibs 3101bs 63011s 220 Ibs 870 Ibs 1616lbs 270 Ibs 280 Ibs 354 Ibs 740lbs 230 Ibs 370 Ibs 320 Ibs 580 4 Anchors @ 1.71'Min.O.C./F-Clip(Fig.11): 590Ibs 700lbs 5051bs 12 88 Ibs 470lbs 1260 Ibs 405 Ibs 1705 Ibs WA WA 470 Ibs NIA 533lbs 338 Ibs 740 Ibs 413 Ibs 985 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1r FIGURE 2: FIGURE 3: FIGURE 4: FIGURF R: Flr I IRF A• Flr_i IRF in- crud roc l+. TABLE14A Mullion Capacity Table(lbs/fe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions). 50 in 60.in 70 in 80 in 90 In 100 in 120 in Rectangular Trap/Triang. Rectangular Trapf Tang. Rectangular Trap/Triang. Rectangular Trapfrriang. Rectangular Trapfrdang. Rectangular TrapfTnang. Rectangular Trap/Triang. Rectan 1.26"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load c� n o cS 'o v v .. as v '25 0 'v S c+ 'n a c� ci .. o 'cS... Tube MUII c �° a a CL a a 2' 2. o .0 o c �° fa° a a ii `�' a o A '� o `�' ii a ya ii a s a b° SS° b" n a o T- cc .a `g @ @ ... @ c G G @ - @ c @ @ -• @ G @G @ @G G iaG Ua CJ UGW15 V 0 -0 o i3 u �i a c`4 c`4 c`3 0 0 c`� v c� o ,� o C3 8 o a .3 c`3 c`� o � 59 o m o o °' o o °' o o � o o o o o o o o o a r o.� o o° o 0 o � d � '� or¢ dc �42In 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134.1 411 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86A 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 786 314 40.3 403 78.6 314 50.625 in 62.3 362 91.0 301 68.6 362 7913 294 58.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 >= 54 in 67.8 318 74.1 267 56.5 318 64:2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 .318 49.5 249 28.3 318 49,.1 248 24.2 Im aCC 60 in 49.5 258 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 J 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21A 234 28.0 184 17.8 234 2 ..6 183 15..3 3 66 in 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 1 213 22,2 167 13.3 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22,5 149 17.9 179 26.3 147 15.9 179 18.7 145 76 in 24.3 181 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 in 22.5 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128 TABLE 14B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 1A"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 114"Elco 31W DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultrwon+ Ultracon Ultracon Ultracon Ulttacon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2=1/2" 3-1/8" 1" 1 2-112" 1" 1 2-1/2" 1" 2-1/2" E6401bs " 2-1l2' Embedment(in): 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" /4" 1-1/4' 4 Anchors @ 3"Min.O.C.!(2)2x5 Angle Clips/(Fig.1): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 lbs 560 Ibs N/A 760 Ibs 460 Ibs 7401bs 1160 I( TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Ot SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHE to HOLES TO BE DRILLED IN THE;FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SUC.GFSTFr) APPR(WIMATP 1-I01 F I nr".AT1nA1c TABLE15A Mullion Capacity Table(Ibsift2) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 In 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectang 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG.AL ,Z z BAY MULL m n 0..� Cx O.,Np d N N l0 Itl N {O 0.1 W N N l0 N 10 W N A f0 N lQ l0 N l0 l0 l0 10 N f0 !�ill l0 l0 N f0 U _ Uv U Uv U Uc U_ UG m m m me m me m me m wG m �i° m m m me ary �.� n. cnq .o o F c U U(y U U _ U � U(� Uv UCC _ Ua U_ 'U V U O' U Cr 2 .0•7 t 7 O L 7 O _ .' O L'7 C iC G .O V O C O C O , O•"�- O , O t GO ,'C C ` O 75 yy _ _ _ .0 7 t 7 L 7 .- .0 J ._ .0 7 .- 7 .� .0 D .� ,9 C N 7 N C N 7.O C fU .� .N6 C N 7 CC� N 7.l] CV., y N C yl •�.tp� CVO cr N V N V tr N CCV,� rr N C5UB cr V Er � CVCO� Cr f Q � Sc C. Q(Y Gr' G Q '2 G Q D_' G Q Q- "L G Q G Q 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 42 in 170.0 620 770.0170.0 1116 170.0 521 770.0 1240 170.0 521 170.0 1488 170.0 521 170,0 1 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1 60 in 170.0T974170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1216 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.6 1 63in 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 67.6 1150 126.7 871 75.1 1 t 66in 170.0 789 152.4 1048 165.8 .881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1 72in 140.8 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 J 76in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 78in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 1 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 A19.2 563 40.9 462 30.0 563 36.2 452 25.8 1 96in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 495 33.2 409 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 391 22.8 328 17.4 391 19.7 321 14.9 111in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 370 20.9 312 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 264 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 17.8 203 TABLE 15B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco IMP Elco 3/16"DeWalt 114"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" i" 2-1/2" 3 1!8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1�/4" 1-3/4" i 3/4" 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-114' 2Anchors @ 5"Min.O.C./(2)2x5 Angle Clips/(Fig.1): 3901bs 390 Ibs 450 Iba 8901bs 310 Ibs 630lbs 220Ibs 8701bs 1700 Ibs 2701bs 2801bs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 3201bs 580 Ib 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips/(Fig.2):1 780 Ibs I 780 Ibs 790 Ibs 1670 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 640 Ibs 560 Ibs N/A 1120 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 II 6 Anchors @ 2.71"Min.O_C./'(2)2x5 Angle Clips/(Fig.3): 1120 Ibs 1120 Ibs 958 Ibs 2246lbs 930 Ibs 1890 Ibs 648 Ibs 2598 Ibs 2254 Ibs N/A 840 ilu N/A 10591bs. 646 Ibs 1110 Ibs 879 Ibs 167811 FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 16A Mullion Ca achy Table Ibsfle Opening Width(for vertically-spanning mullions)orOpening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Tdang, Rectangular Trandang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectanc 3,26"46 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir DEG.AL k ;L- Z' g 4-� Z. Z., _ BAY MULL n o.0 o. n_n o as a a-yc o as min m m n m m N m m m m m m m m m m m y m m N m a Cx a n� n as a n`�_' a n a av a o,. a m m m m m m e m m m m . m m m m m co �..� a a`�-' U U fO m m f0 �0 1O 1O i G N O L C N O m C C N _� C N �_ C 'N m U d.) U V_0 r..) U.0 U dJ'O U U V U U'O U U V U 0 0 iS O tL..t iT C U �• G y 'Fj• C41� L .0 7 0 L � O. w C C '- $Nam" 0� 0 O 0 O y G [ t?' - cLi er -- y c� S- = �c ¢oe m� arr c atr c d`a �� Q4 �� frr �i� �� mo ¢A c d�� �1 ¢c' � �c a� �c ¢a R5 a� RE atY 'c j 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 ' i 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 9133 170,0 661 170.0 1275 170.0 677 170.0 1477 170.0 680 163.7 1637 170.0 680 140.3 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 i I 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 60in 170.0 885 170.0 701 170.0 1063 170,0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1.247 152.6 965 114.6 1247 144.3 952 95.0 1247 136.2 936 81.4 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 9.65 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 m 72 in 161.6 1010E70. 877 134.7 1010 144.E 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.6 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 J 76 in 137.4 906 792 114.5 906 122.6 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 68.7 906 82.3 729 57.3 906 74.7 716 49.1 M 78 in 127.1 861 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 661 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 90in 82.7 646 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29,5 96in 68.2 568 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37.9 568 41,4 476 34.1 568 38:1 470 28.4 568 33.4 459 24.3 108 in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 111 in 44.1 425 45,0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 26.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 120in 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20,5 313 17.5 364 18.7 309 144 in 20.2 253 20.4 233 16.8 253 17.1 230 TABLE16B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor 3116"Elco 1/4"Elco 3/16"DeWalt 114'DeWalt 5/16"Elco 3/16"Elcb 1/4"Elco 3/16"DeWalt 1M'DeWalt Capacity Yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ ! (1b5) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-117 1" 21/2" 1" 2-1/Z' 1" 2-1/: Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-314' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114, 1-1/4" 1-114" 1-1/1 2Anchors @ 5"Min_O.C.1(2)2x5 Angle Clips/(Fig.1): 3901bs 390 Ibs 4�Ibs 890 Ibs 310 Ibs 630 Ibs 220lbs 870lbs 1700 lbs 2701bs 280lbs 354 Ibs 7401bs 230lbs 370 Ibs 320 Ibs 5801 4 Anchors @ 3.5"Min.O,C./(2)2x5 Angle Clips/(Fig.2): 760Ibs 880 Ibs 71670lbs 620Ibs 1 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 5401bs 560Ibs NIA 1/20Ibs q60 Ibs 740 Ibs 640 Ibs 1160 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 1120 lbs 11120 Ibs 1 958 Ibs 2246 Ibs 930 Ibs I 1890 Ibs 648 Ibs 2598 ibs 2254 Ibs I WA I 840 Ibs N/A 10591bs 6481bs 1110 Ibs 879 Ibs 1678 FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1 � 1�1.000 -I --1 1.000" f-- 1.000" �-- --1 1.000" f-- ---� 1.000" -- .12 .125" .125" 5" 2.760" 2.750" .125" 3.125" .125 2.000" 2.000" 125" Lr .375" .375" '650" .500" I 1 X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375"MULLION 1"X 2.75"X.650"MULLION 1"X 3.125"X.5"MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION f---.125" -�-{ �--.125" STANDARD CLIP 2X5 ANGLE CLIP 2.000„ 6063-T6 ALUM.X-SECTION I 2.125" 6063-T6 ALUM. U-CLIP 2.000" X-SECTION I 6063-T6 ALUM. 125' X-SECTION .125' -�i .740" h-- 5.500" -----{{{ 375" 3.125" - CUT HERETO I 375" 5.000" _CREATE F-CLIP,SEE I MIN, � MIN. DETAIL F,SHEET .375"� MIN. ------- r--- -----� 338"MIN. _ -------------------- A A I U-CLIP A 6063-T6ALUM. L ---- --__ J TOPVIEW - - 6 L_ 6 STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE CENTER OF ANCHOR MOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part# 5.500" ANCHOR HOLE .375" Mull Dimension (sheet#) .375" MIN DIAMETER:ANCHOR Mullion Std. Clip Offset Clip U-Clip A MIN. DIAMETER+1/16". 1"X 2"X.12511 (5) 66605 666113M 6661118M 666243M '--'--------I---------- 1"X2"X.375" (6) 666006 666114M 6661119M I 666244M --j 1.00011 f- --1 1.000" f-- 1.06211-{ .740" .063" .385" .062" I � .12511 ,062" .438" [IIJ 4.000" 4.000" 4.000" .125" STANDARD CLIP .125" 2.625" 2.000" 6063-T6 ALUM. 2.125"X-SECTIONU-E I 6063-Ti .125"' .125" .125" X-SE, .031" L .125"� 125' DASHED BOUNDA CENTER OF ANICH .375" •155 .375" ANCHOR O,C HOLE DIAMEI 1"X 4"X.125" 1"X 4"X.375" 1"X 4"X.376' 5.500" MULLION MULLION "T'-MULLION CUT HERETO „ 606SE ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 375„ 3.125'---- _ CREATE F-CLIP,SEE •375 X-SECTION X-SECTION X-SECTION MIN 'DETAIL F,SHEET4 ONLY ON 1.250"- 1.594" "FACTORY 1.594" I F IIII .3 75" MULLED r-------- -------, CEN VERSION ANC MUS THE BOU 2.875'' SHE FOR 0 ANC100 3.2 3.94" DIS7 00 3.250" MAX ANC .1001, DIAN ANC .1001, .624" DIAN 2 820" .624" STANDARD CLIP U-CLIP 50 ZCENTER OF ANCHOR HOLE M 6063-T6 ALUM. 6063-T6 ALUM.1.8250" ^ - 1.2 --I 820" TOPVIEW TOPVIEW1.25"X 3.25"X.100" 1.25"X 3.25"X.624" WITHIN THE DASHED BOUNDARY.SEE IST LIE MULLION MULLION 1.25"X 3.94"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C 6005-T5 ALUM. 6005-T5 ALUM. MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valu X-SECTION X-SECTION 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1%16". X-SECTION F _ W G 1.1 3,469" 5.500" H 2.1 2.661" /�\ 125" .375" I 3.1 1:377"-'a 125" 1.877" MIN. 375" F 3. � I I G 0.' r-------� I r--------� H 2.1 I I I 1 I W 125 i I I F 2.: I I I G 0.' .125" 45° 2.25011 I I I 1 i 1 H 1.1 30° � H EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THEr01 NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING 1 -I I RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE V DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGEI �-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DE FENESTRATION DETAILS,PRODUCT'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPAC ITY REQUIRED OF 636 LBS. MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD ANGLE.CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ___ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERII NO ANCHORS IN WINDOWSILL. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI 32" 32" MULL WIDTH (60 PSF)X( 636 LBS \ =524.9 LB5 OPENING WIDTH ` 72.7 PSF J (MAYBE.USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WIP DESIGN PRESSURE OF+50,0/-55.0 PSF. j FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION TH EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF, IF THE TABLE DOES NOT SHOW THE E SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80")MEETS THE DI MULL WIDTH--I�-- SHEETS 2 3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LE 3z' SEE SEE FENESTRATION DETAILS,-, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNP APPROVAL 2-4 THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). j -, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR I VERTICAL I _ I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MULLION SEE L SEE L J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN ANC LENGTH g, DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 2-4 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 HORIZ HORIZ. MULLION TYPE COULD BE CHOSEN, MULLION 72 / 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 25,THE CC USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE( DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SL SHEETS lnnnr —1 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRA PW PW PW I I SH/DH SH/DH SHIDH SH/DH i 4 4 4 4 I I I. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 1 I 1 I SGD I I PW LOADING OF HORIZONTAL MULLION LOADI PW I I I PW PW / I I PW SH/DH SH/DH I QSH/DH Q SH/DH I I / � I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION ! / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW I I LOADING OF(2)HORIZONTAL MULLIONS LOAD P HINGED I DOOR PWM PW I I I I I I PW