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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 RECER":D JUL 21 7616 �� �� t 1 yt _'- - Ln BCIS Home i Log In ? User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Ma. Links ;'Search Busines �^y' o— Regulat Professionalproduct Approval USER:PublicUser OII ""Tort Approval Menu>Product or Apolication Search>A i lication tion De 'I ii �lfxi ; FL# FL261-R10 ,w„111— Application Type Code Version 2014 Application Status ved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 drua rk@ pgti ndustries.com Authorized Signature ]ens Rosowski jrosowskl@pgtindustries.com Technical Representative ]ens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Cion Subcategory Compliance Method )Markor Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 7/19/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL# adel,Number or Name De ription 261.1 IMullions for All Doors and Windows minum/Vinyl Mullions i Limits of Use Certification Agency Certificate ( Approved for use i X.Z:Yes FL261 PIO C CAC 16-0218.03.odf Approved for use outsi Quality Assurance Contract Expiration Date i Impact Resistant:Yes 05�ent ! Design Pressure:N/A �FLS261 tions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for 18.03.odfproduct pertormance Information,and mullion clip anchorage details. ade B ER Creent Third Party: l Evaluation Reports v Created by Independent Third Party: i`i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovricht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product A—, p-pr�oval Accepts: K9 M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/19/2016 M IAMDADE MIAMI-RADE COUNTY M... PRODUCT CONTROL SECTION DEPARTNf ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miTmidAde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(hi 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 ] COIR121Y wi Florida Building Code, including the Hi a ocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Se ies"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOC . ' No. 630t}JI2, titled "Lnpaot-Resista um Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance 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/saries, 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 thu 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 Misini-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 NOAH 14-1105.01 arid consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DADS COVNTY xpiration Date: Ma . �.'11 jl Approva ate:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-08.19.OS) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lyme 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'rest per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS - 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. lmanue a•ez,P.E. Product Cont o[19kaminer NOA N4—.f6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated .February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel Product Contr t E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: lin NON-IMPACT OR LARGE AND SMALL on u 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE Y MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES,.. 9C^ a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS.........................._...1 o ELEVATIONS...................................1 tl FIGURE 1: _ 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO IX WOOS.......................2 �Y MULTIPLE OPENING WIDTH FOR VERTICAL MULL--] ULL ARCHES 70 BE ) MULL 705X&MASDNRY....._.......2 0 �' MULLIONS C - -� INSCRIBED INSIDE AVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY Al'TACHED TO THE MULLION CL{PS,BUT SHALL INSTALLATION NOTES......._..........2 J SEE GTHILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY.......................3 N u_ 1SHEET52,3 SHAPE MULL TO STEEL STUD...................3 -- —— 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 Do DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 In c- IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERRATATE CLIPS.....................4 O Tn BAY MULL INSTALLATION.........._,.4 1X2X.125 MULL SPECS...............6 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS...............6 _ INSTRUCTIONS, 1 X 2.75 X.376 MULL SPECS,.......,,7 a'n U) 1 X 2.75 X.65 MULL SPECS..,........8 U, Z -❑ SEE DETAILS I( tll.� 11.1 00 0 / / III / 6 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS O ATHRU G. Y _ _ III __ (I ) 03 SHEETS 2-3 I-- L \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS...............1D 1= () A THRU G; 1 X 4X.376 TUBE MULL SPECS....11 Q ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1\ I III SHEETS 23 1 X 4 X.376 T MULL SPECS........11 ~ 7 J II 111 I, / PRESSURE OF MULTIPLE MULLIONS OR FEN ESTRATION PRODUCTS SHALL APPLY. 1,25 X 3.188 X.266 MULL SPECS...12 OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Z1 I i m MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS,....14 Z OR LENGTH HORIZONTAL 1.26 X 3.94 X.624 MULL SPECS...,,16 Z" W SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.........._....16 J Q Z BE A 2 X 6 X.25 MULL SPECS................17 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANOSL ANCHORS HAL BE COATED OR CORROSION RESISTANT Q 0`) SHEET 1.26X.2,1X.126MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT f-- 90'X&26BAYMULLSPECS_.......19 x 0 Q N o REACTIONS, 45'%3.26DAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS...._21.23 I- Z N00.O FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE•GATOR NONS EXAMPLES 1&2..............................24 to , So m PRODUCTS MAY LOADING EXAMPLES......................25 W cd o BE OF ANY TYPE. 01 MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F- LLI Z U) i` BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U O 4 O O EL Z'y to - 11 — 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ s•.O MULL -- /SEA•D EDEGTH� 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL SHEETS 2.3 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFTPI FOR THE OPENING USING THE ASCE-7 STANDARD. AULLHORZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. LENGTH I— 1-—_ �'1 T _ I l 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRIANGULARIIRAPEZOIDAL'. OPENING1 PRODUCI'REVISED A)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFTa)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING HEIGHT l I ns complying wllh the Florida THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). DPENING MULL FOR ( n Bailding Codd HEIGHT LENGTH HORIz VERT. MULLION CAPACITY(LBSfM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT'1 FOR THE OPENING OBTAINED IN pcaplenca Nu MULL y� MULL STEP 1). pirwim Dale 202{ LENIGTH 5)FROM THE SAME TABLE USED INSTEP 4) FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIREDI-EIS.THIS VALUE REP RESENTS THE WINDLOAD TRANS ERRED OVTHE SUBSTRATE BY THE ANCHORS AND MUST BE M T TO ATTAIN THE FULL MULLION CAPACITY. Mimni a Product Cm ,�I OPENINGWIDTH t_ \11 r77 SINGLE MULLION SINGLE MULLION FOR VER SIC OPENING WIDTH ANC OR1SU STRATEIANCH R-0L LP PATTERN MAY APPLY)SELECT AN ANCH RFROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YCCLIP PATTERN AND VERIFY THAT UR ACTUAL SUBSTRATE THE REQUIREDNCHOR `�,ION(MULTIPLE \\-0 5,LYNN,,77�C� FORVERTICALMULL CAPACITY IS MET. \,1C- SF '•Q SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 1 • 7 IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FP FOR THE No.58705 • ,1c FROM FIGURE 1 ABOVE ) _ �"; OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - _ -_ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - STANDARDS USED; ,'IGl1 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION TE F u •2014 FLORIDA BUILDING CODE(FBG),5TH EDITION :O•' •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT'1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ��,'•.•FLORIUP:.•' `�` •ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �� '•••••• \\G�` •AISI-5700-07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, r A.LNI�gy)F1R,' FL P.E.t(58705 ®On C C a DETAIL A: DETAILB: -MULLION MULLION TO 2X WOOD BUCK -MULLION MULLION ATTACHED TO 1X BUCKSTRIP rrn.ANCHOR oxa u OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PERSUBSTRATE, ^ ATTACHMENT SEE SEE TABLES 18.168 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN BY OTHERS, SEE NOTE I• CV 1 SHEET I._ - 5 D] -MULLION I j to 1(V Z fJ7 d I I I SEE SHEETS [ I MIN 23 KSI .•, EDGEQ ~ EITH£RTHE I i 2 i�A FOR j i i CONCRETE OR CMU I I INCE• j {w STANDPRD OR - ^ !- -#-SEE SEE TABLES OFFSET MULL ° EDGE o I EDGE DISTANCE IBA60 CLIP MAY BE DISTANCE o ^ I ° FOR MASONRY lL Q C:) a Q INSTALLED BY ° d ° I[ FOR WOOD " ° I I I ANCHORS ? N M THIS METHOD. a SCREWS 1 n°d I SIDE VIEW Z � 260'MAXFOR q ALL MULLIONS ° d EITHER THE F O J d srnrAnaooR � U o a � da OFFSET MULL z =) o CLIP MAY BE y W d EXTERIOR ° ° INSTALLED BY F- THISMETHOD. J U bZ d EDGE \fin Q Z 'T ' ° d DISTANCE 4 Z_ � n FOR Q O Z N O MASONRY `-' THE OFFSET CLIP IS ANCHORS ° ° RECOMMENOEDFOR EXTERIOR .4 FN-FRAMED (n o WNDOWS,BUTMAY W Q ALSO BE USED FOR 0_' I— W � OTHER FRAME TYPES. U Z Q O p Dp z m O s:0 TYP.ANCHOR TYP.. OR TtlT;; �'a Scr TYP.ANCHOR PER SUBSTRATE, —PER SUB RATE, F� d m ��rc•� PERSUBSTRATE, SEE TABLES 1B.16B SEE TABLE 1B•1 SEE TABLES I B•1613 I EDGEIEND DISTANCE UC STRIP 7--- SEE TABLES D EMBEMENT DMI ENT BUCKSTRIP 18-16B T - B O ERS. AND EMBED _ S E TE 1, • ATTACHMENT SH T1. • BY OTHERS, SEE NOTE 1, ' SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW as_.mplyin6lvllh the Florida FRONT VIEW Building Code Acttplance No � �2' Ex imfion lAte � INSTALLATION NOTES: By Miami da hodUct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I I 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THEAN .•'�,CLNSF •�F'P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ;• -/r FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.50705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Tr r) S E OI° j 5)FOR MASONRY APPLICATIONS INMIAMI•DADECOUNTY,USE ONLY MIAMI-DADECOUNTYAPPROVED ' �'•.•pCO1210P�•/\�. ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ���� lS ••" r'•`� �.,•S101vA� 11�` A, NNiM.ILLEF�,P.E- FL P.E.#58705 DETAIL E: ® ry DETAIL C: —I I—.126•MIN. MULLION 70 MULLION tt INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) u MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR"CROSS- 4 0 (STANDARD CLIP SHOWN) �� INTERSECTIONS. VARIES c i _ 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY, n _ I TYP.ANCHOR cam- i N EITHER THE I —PERSUBSTRATE, u [� STANDARD OR SEE TABLES 10,138 L 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 8 A OFFSET MULL II TOP VIEW FOR CORRESPONDING MULLION. Z CLIP MAY BE I °��, EDGEDISTANCE -MULLION Q F THIS MLEOeY - VI FOR MASONRY LLJ THIS METHOD VARIES "•I ANCHORS ��--'{ J y I 1 f112 STEEL SCREWS. j 1 1 I `�� SELF-DRILLING OR PRE-DRILL 8 MULLION AND USE SMS U l Q O in LD M F- u /� 7 ( fG�C �D A U) EXTERIOR °° ° s / ,�, MULLION F- O J EDGE DISTANCE ^ THE OFFSET CLIP IS c U g m FOR MASONRY / RECOMMENDED FOR Z ANCHORS d FIN-FRAMED V LINTERSECTION IO Q 1.2 � Tn OTHER RAME TYPES. EXTERIOR Z WNDOWS,BUTMAY u cL P TFTE TYP.AN OR PERSUBST TE, SEE TABLES I 3B ° F Q aZ OD / TYP.ANCHOR SEE SHEETS CAT FOR U) F--ry O / F:,- STRIP -PER SUBSTRATE, HOLE LOCATIONS V5AND SEE TABLES IB-13B FRONT VIEW EDGE QACHMENT DISTANCE r OTHERS, - SEE TABLES ~ � 7 E NOTE 1, l 18-13B Q Z Q EMS E T SHEETI. I IL c ..(n U, Z0 DISTANCE s "O r0 MIN 2.7 KSI CONCRETE OR CMU r SEETABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU 10-13B 1= o FRONT V SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR c PER SUBSTRATE, \ SEE TABLES IB.13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0, SEESHEETS Q PRODl1CT REVISL•D ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR as complying wish Iho FIMIde CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Bttilftg Cadc FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS AmrA­N.V_'dZ«•63 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION BX�Dadcut' y4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® M' 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED L--, DISTANCE ``M LYP7,V ELCO ULTRACON OR ELCO I/4'S.S.AGGREGATOR MASONRY ANCHORS. —SEE TABLES �` Y�Y.-•••••••<<: �� FOR STEEL STUDS THINNER THAN Q C FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING iB-13B ` �`t:.•'��([PISC '•,'r CODE,A 2X WOOD BACKER MUST USED. �'�; }( ATTACH MEcENT BY OTHERS. EXTERIOR usewooDANCHOR sPs SIDEVIEW = NO 6B•/Q j NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOODS E O N•�• � :.�) ••. F ANCHOR VALUES MAY BE USED. -10 i .. 2)SEE CORRESPONDING MULLION TABLES, /,'1S/�i �\�-I, G 1` SHEETS 5-20,FOR QUANTITY OF SCREWS. A.'L'YNN LEF4,P.E- FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: RR FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) u� 4 o 40 SEE DETAILS A-E, < 30102 = U SHEETS 2 AND 3 FOR INSTALLATION BA M LL TO SPECIFIC SUBSTRATES. BAY MULL 0 04 MULLION o.5 GO r{-- Y) A. W O O Z O O O OO O O O W 0 0 TOP VIEW N SIDE VIEW m V o F_ SHOWN WITH VX 4•X.125' TOP VIEW , , J) (o (n MULLION I 4� J I Z •-I E2 1 1 I I PER SUBSTRATE,ANCHOR F EXTERIOR i SEETABL Rise OR 165 Z :5 $ STJLZLl ANDARD MULLION CLIP I 1 PER SUUBSTRATE, I f EXTERIOR Q Z TYP.ANCHORE r MODIFIED TO FIT FIELD I SEETA13LES 1B-146 O , CONDITIONS. I �I , r r I I 2'XR WANGLE ULLION NP. Z Z Z m p 1 , 1 2 PER MULLION END,MUST BE O N j I I I INSTALLED INSIDE OF BAY MULL. F dZ o0 p MULLION I I 0 U) I I I U w ii I I i o K F X X cn � I, I ANGLE CUP, 2 PER MULLION END, f— Q — Z O O I I I MUST BE INSTALLED D_ mN N I I I I INSIDEOFMULL. €o XO �Z� I d I '\,_TYP.ANCHOR C> PER SUBSTRATE, SEE TABLES 1B-148 „/> INTO WOOD, L�EXTERIOR OR MASSTEEL ALUM EXTERIOR ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE - ALUM.CMU OR MASONRY MODIFIED IN-FIELO. EXTERIOR O EDGED; Gµ ,Q�' ``EA� PRODUCFREVISED pSFL f as complying with Chu Flmida Q Building Cod. l�o�O21$. ® I ® Acceptance No os INTO WOOD,STEEL, E%imhoP Dalc W 1 © ® ALUM,CMU 00.MASONRY EDGE O p 2) DISTANCE Dy PER MienTI a prodU.t EOGE 1-A-N-CHOR DISTANCE—- —�—-—® I X11 PERANCHOR NOTES FOR INSTALLATION OPTION G&H: `\���C�.I LYNN tl1/( NOTES FOR INSTALLATION OPTIONS F: O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;�t�V �1C6NS1; =: -" 1)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.26'X2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE NO '.'j)-f05 =. LOCATIONS. - 2)SEE TABLES 113-1313 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LLI 3)THE 2X5 CLIP 1S NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �:��/.��•' F10RI1?r''•�C� E. A'ltY P14R;P. FL #68705 TABLE 1A Mullion Capacity Table Ib lW Opening Width(forvertically-sparrirV mullions)or Opening Height(lorhorizwrtaty-spamllg me ions) �^� 601n 601n 701n e0N 901n 1001 120h 140 In 1601 Rectangular Tream.ng. Reetengder 71epfldeng. Rectenguler TrepRAeng. Racterrgrler TYep7Merg. Reclangdar TmplTrWq. RalangWer TrepRAang. Roetnngller Tr4pRtleng. Reol4nOW4f Trepfleam. Rectangular TrepRd.19. Y p 1X2x.126 Lsadho Loedln0 LoednO Chafing Lowing Loadq Loafing WadSq LondnO Loafing l4mdng LOndn9 LoaAg Lowing Loafing Load ng LaednO Loafing Sx V Alum.Tube b' b' P & E S .+&' �• ' � � � LO Mullion o m 2,1 >i� is z E I' 42h 111.9 408 120.6 332 93.2 408 116.5 325 79,0 408 107.8 321 69.9 408 104.4 319 e2t 408 101.0 319 55.9 408 104.0 319 46.0 406 104.0 319 39.9 408 101.0 319 35.0 408 104.0 319 j W 46 N 74.9 312 83.6 258 62.4 312 73A 252 53.5 312 67.0 248 46.6 312 632 246 41.6 312 1 61.3 244 37.5 312 1 81.0 244 31.2 312 61.0 241 28.6 312 et,o 241 214 312 61.0 244 N 60.825 In 63.9 281 70.6 234 53.2 281 61.6 228 45.6 261 55.7 224 1 39.9 25t 52.1 222 35,5 281 60.1 220 31.9 1 281 1 49.3 1 219 26.6 281 1 49.3 210 22.8 251 49,3 219 20.0 1 281 49.3 21g lL C>o 54 In 52.6 247 57.5 207 43.9 247 49.8 202 31.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 184 26.3 241 35.4 193 21.9 247 38.1 1B3 111.6 247 36.1 193 16.4 247 38.1 183 m M 60h 30.4 200 41.2 170 32.0 200 35A 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 15.0 200 25.0 158 J 631n 33.1 181 35,3 165 27.8 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 la.4 181 22.0 144 Me 181 21.7 143 7 [� 66 N 26.5 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 Z CJ 72 In 22.2 139 23,3 120 19,5 130 19.9 118 16.9 139 17.6 lie � IL 1z M h 18.0 126 19.7 109 15.7 125 16.5 10T 666 'd- Min 17.5 110 15.2 104 I--• Q N _O TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 2 Z Onro s`o s �or Anchor Capacity Table Rie ANCHOR CAP.,,.,,,,,,, NrOn S B SUDslrata 2.7k C=mlo 3.5k Core. Ho4m CMU Filed CMU PT Wood Metol (DP)X( >=ANCHOR CAP.,,, U) MULLION (fly (flySe AncborT 5116'Eko 1f4'SSEko 6f1VElw 114-SSEko 0106teel Y1291ee1 Y1261ed W N 5 Y Anchor Clip Patterns Edge 3'18'Elio UIUecOn 174'Eko Macon UlVecon 3116'Eta LNUa4on 114'Eko UlUeean A9greGa1W UOrecon Ap9reealW 6creW S IGS)S­ ) Seen(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge astanceM}: t• 2•Irr t• 2-t? 3-116• r z4rr r 244 2' 3.18' Y 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X Q Embedoetd(0n 1.314' I-W4' 1.3r4- 1.14' 7 1414• I4f4' 1414" 14141-114' 1414' 2' 1JI5• IJ78• fades ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O 2 Anchors®4.75'Win.O.C.r Slandard W Offset Ctip(Fig.+); 390 Es 390Ibs 4501bs 8901.3 1B44Ibe 270 W7 280Ibs SS4M 740 roe 374 Its 6641bs 946 Ns 341 lbs 142IDs 560103 OPENING. 1715 LOWERTHAN THE MULLION n.o ro 4 Auction t.t5•Mh.O.C.I Slandaa W 07se Ce CAPACITY FROM THE TABLE OF THE SELECTED p1 Of mQ ® ( U p(Fq.2k 4601bs 700 Ih WA WA WA WA 38016s WA WA WA WA' WA 6B21b5 Be51Ds 112011,3 { )MULLION.IT WILL YIELD A MINIMUM ANCHOR '�' 4 Amhua®3'Mia O.G I(2)20 Anglo L11ps I(Fig.31 7601bs 7801bs 680100 1560 HIS 1890Ibs 540 Its 56011,3 WA 7601 s 748 1b, we lbs 18921bs 6620. 885 IDs 112011,3 Je 2 Anchors Q 0.45'Mia O.C.I U43ip•Wo.125"Alum.(Fq.4j WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1Anchor!FC6p lFq.sY. +95 me 19511,4 zxS lOa 445 Ws 0220. 735 Ae 11011,3 171 mn JTO tog 767 tDs 3321Ds 473 Ws 110 Ne 221 lDe 280 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 A"i"@ 1,15•MN.O.CJ F43 (Fig.8. 2401Ds 350 Na WA WA WA WA 1B0IDs WA WA WA WA WA 341 1M 4421as 56011,3 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT g with IhL as cnmplYinB wi0r du:Florid SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' r'- noilding Code 0l8'C!5 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Sx 1f°110 FIGURE 3: D 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 25-23. Miami c haducL • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. `\\\ .YM,N•'l I11I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125" \�'r)N 1�<<F�7�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRES$URE-TREATED ��:••'\,tGFNSE FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 'r THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT _ rpTVS r1---TI-� ( ) 1'X2•X.125"MULLION _-�:•: p10•LEAST.125'THICK AND � ll�-� • THE MATERIAL.#10 B#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S S O10 LEAST.ALL ANCHORS INTO METAL SHALL EXTEND AT CREW THREADS BEYOND S.S. _ (E.OF rLOM A.LYNIJ�yty4�E,,1 FL P.E.#58705 TABLE M 1� ® Mullion Capacity Table Illes1W Opening Width Mrverlically-spardngmullions)orOpening Height(for hodzonlaVsparringml/Ibns) 50 in 6A In TOM OO In 901n 100 in 120 In 14010 Ito In a O FtWan9ular TraPrTdarg. R4oWgNaf Traprrdarg. Reclargular Treprdang. Rectangular Trapfrrlars7. Rectangular TOPITaarg. RetWgNar Trap/rdang• Rxlarguler TrapRden9 Reclargular TlapTderg. Ralbngular TwpfRlerg. i 1%2X.376 Loading LaWj Laadrp Lmdl09 LoaGrg Loafing Loading Loadlrg L-aling Looing L.,km Lading Loadlrg Loadlq Lacing Loadlrt9 Loadloe Loading nx Alum.Tube _ ra• Mullan �• 0�' � d 0� ffi � � g � � � �• � � � (S� 2S� N � a a� x � a� z L 421. 170.0 820 170.0 435 151.3 682 1700 47a 129.7 662 170.0 606 113.6 042 169.6 618 100.9 662 168,9 617 Me 682 IB69 517 76.7 662 164.9 517 64.9 662 108,9 617 66.7 E52 LOSS Sir W 481n 121.6 607 136.0 419 101.4 507 119.2 410 88.9 607 100.7 403 18.0 507 1028 399 67.6 507 99.B 307 60.9 607 99.0 3% 50.7 507 99.0 396 43.4 507 99.0 3% 300 607 99.0 396 '--1 W 50.625 In 103.7 460 114.6 379 66,4 456 Me 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 61.8 466 80.0 356 422 456 83.0 358 37.0 456 50.0 358 324 450 80.0 356 TG �o � 541n 65.4 400 93.3 338 71.2 403 00.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 28.7 400 61.0 313 W p m {, 001n 623 32.4 60.9 276 51,9 324 57.5 270 445 324 51.2 26.4 38,9 324 48.9 260 316 324 43.9 257 31.1 324 420 255 260 324 40.5 253 712 324 40.5 253 19.5 324 40.6 233 cMp c 631, 63.8 294 57,4 252 44.8 294 49.2 246 38A 294 43.6 245 33.6 291 39.5 237 20.9 294 37,1 234 2S9 294 75.2 232 22.4 204 33.5 230 19,2 294 33.4 230 ISO 294 33.4 230 S 681n 48.6 266 49.6 230 39.0 260 424 225 314 265 37.5 721 29.2 268 341 218 260 268 31.6 215 224 268 29.6 212 19.5 268 28.0 210 18.7 268 27.7 209 14.6 268 27.7 209 Z (n �• y2y M961n 725 37.9 196 30.0 225 322 191 26.7 225 28.4 1B0 22.6 725 25.6 185 20.0 225 13.5 152 18,0 725 711 160 560 725 20.3 177 729 715 19.6 176 11.3 225 19.6 176 j xJ 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 15.3 202 164 163 128 20'2 18.7 160 10.9 202 15.9 158 0.6 202 15.6 158 4.Z 192 24.6 1fiB 228 192 25.1 465 20.2 192 220 162 17.7 192 197 159 157 142 15.1 157 74.2 192 16.8 156 71.6 •191 15.2 152 10.1 192 14.4 150 a9 191 14.2 150 Q J V 144 19.0 128 16.4 144 16.1 126Z 127 15.6 713 1- -r- ANCHOR O � E��e- TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: M 0 0 An chor Ca ao Table Obs) W X ANCHOR CAP.,„„,,,, c Y x Subalrale; 2.7K Gamete 3.5k Cmc. NaFax CMU FAIM CMU PT Wood Metal (D w)X( }=ANCHOR CAP.,,, N MULLION CAP.,,,,•,,, Ype WIVE" 114'SS Elco dl6'Ek0 7f4'65 El. M10 Steel 012 6Mel 412 Sleet I-" X Anchor Clip Pattema AncharT Y18•Elpo Ulttecm 114'Ekp tnaacm Yt6'Elco Vllrecm 1/4•EI<o Ulbpcm U Q UOmcon A9pn'Catu UBacon A04e[76tar Scrnr(G5)6cn41v(GS) screw(cis) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q p Ed04 OleterceO.L P 2-ur t• 2alr 3-lra' r avz• 1• 2.12 7 11/6- 2• 0.41W 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN OLg Z N (n Embedment(Btk 1-Y4• 1.94• 1-94' 1-74- 7 1-N4' 1.114' 1-174' 1.114' 1-1l- 7 lata' 1446' lodes ACTUAL PRESSURE REQUIREMENT FOR THE `_l�' �O� 2Anahaa Q 4.75'Mor.O.C./$1.14.rd 41 Offset CUP(Fig.1: 3Wlb5 3901b6 450 N5 890164 1644 A4 270105 280 WS 354 1b, 7401b5 374105 864114 946114 341104 442161 560116 OPENING,WHEN IT IS LOWER THAN THE MULLION €�m� TABLE THE FROM CAPACITY 4Arors nctQ1.15'Min.O.G,191en4trd(a Olbel)alp(Fq.27 450 Ns 700164 WA NIA N/A WA 300 Lbs WA NIA WA WA WA 682114 005105 1120 As ( )OF7HESELECTED q AnUwrc 3'MIn.O.C./r2y2s5Anpo pipe!(Fq.3y leg lbs 700 ms ala lm 1569164 18889,4 540 roe sw ua WA 7wma 745165 600 ros 1892114 6821m 885164 U20 1,s MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anctwn Q0.45'MN.O.C.lualp.into.t25'AIUm.IF'ro.41: WA WA WA WA N/A WA WA WA NIA WA WA WA WA NTA 7 As CAPACITY WHICH MAY HE USED TO QUALIFY 1 Anther/F4dlp IN.5)'. 195 lbs 185 Ws 2251bs 445 Its 8721b. 135115 14011,5 117lb5 370115 1071M 3mw ilm 473105 176 ros x21 Iw 2BO Iba ADDITIONAL ANCHOR OPTIONS FROM THE z Ancnaa 1.15'MNL.O.C.1 F-071 Fq.6 240115 35011s WA WA WA WA 19U lbs WA WA WA Wn WA 1165 N2114 6601m ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: r-RODUCT REVISED at complyirta with tho FlOdde 1 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Buildutg Coda _ Aeceptana NO HOZ •�3 • � SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1.000" � Explrati0n Ogle � 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE BY FIGURE 3: Mwnt h9dut 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. t I I I I I 000' HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2. �1l ( LYlJ;I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,� t\RC1.• •••••. ANGLE CLIP MUST BE USED IN PAIRS. ..375• �'•' �ICEr"SC �"P •" 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED !t' No.50705 FIGURE 4: FIGURES; FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ , THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT I'X 2'X.375'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "-U r'�/ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,10.8 S.S.OR 410 S.S. 7 !/ LV- U S riff: F ,Clj„• A.LYNN MIhhEF�P.E. FL P.E.#68705 TABLE 3A 6 ¢21 A MullIonCapacity Table Ibelfe ;dA x Opening Wltlth(for veAlcaly-spanning mulllons)or Opening Height(for horizontally-spanning mullions) 601n 60 in 701n 60 In 901n lo01n 1201n 1401. 160 In 0 Rectenguler TrapRdang, Rectenpuler TreplTdarg• Ractan9ulel TraPRden9. fteclet19l4ar TrepRdeng. Rectangular TrePM'. Red Sam Trop/Trlap. Rectangular 77e7YTdalg. Rectan9uler 7mpJTdong. Rectonit"sr TreptTd.9. y$ 1%2.76 X WdIn9 Loadn9 Loadng Lnadng Loedng Loafing Loafing Lmdn9 L0adn9 loafing Loadng Loafing Loafing Loadog Loadng Lo-dna Loafing L.adog sx $ W .375 Alum. - Tube U1 Mullion c� � 5� c9� d � � �� � �� g �` g �� dim � � � �� N 7; m fi£ vg1 a� ,fig fg},�' 6 g 8 fiR £ yy L�6 '¢F g Epp 6 R•yq7 6a pp. 5 yet�1 fi'� .�a �yp fi R}t g qg 6 }gt $p 6 6 g > W ad @ fid s l is d o d $ d d � fid ftp d 5 fid ' �E. d fid g O t`� 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 119.7 1701 170.0 521 127.fi 1J0I 170.0 621 111.6 1301 170.0 621 J W 401, 170.0 708 170.0 524 170.0 850 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 101.8 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 50.625 In 170.0 747 170.0 563 170,0 896 170.0 631 167.8 1032 170,0 684 148.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 83,9 1032 170.0 756 73,1 1032 170.0 756 54 in 170.0 797 170.0 812 161.3 907 170.0 691 135.2 007 164.7 730 120.9 907 152.6 720 107.5 907 1450 714 888 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 9D7 140.0 709 m O OF M 60 in 141.1 735 15t.5 625 IVA 735 130,3 611 100.6 735 116.0 509 68.2 735 106.2 690 78.4 736 89.5 583 70.5 735 05.1 678 58.8 735 91,8 671 50.4 735 91.6 674 14.1 735 91,8 514 F � J 63 In 121.9 660 130.0 570 101.6 688 111.5 657 07.0 068 98.9 547 76.2 568 90.1 538 87,7 688 65.9 631 60.9 666 79.8 526 50.0 666 76.8 521 43.6 666 75.8 521 38.1 060 75.6 521 ? V 66 In 100.0 607 1124 522 98.3 607 99.1 lift 75.7 607 85.0 601 68.2 607 77.1 497 50.9 507 713 486 53.0 607 67.8 481 44.2 607 63.4 478 37.8 607 62.7 474 33.1 607 62.7 474 L11 w EL 11 In 01.8 610 86.8 44] 68.0 510 77.0 !31 SB.3 t0 81,3 126 61.0 610 57.9 418 45A 510 53.] 113 40.8 510 50.0 400 34.0 510 45.8 402 28.2 510 41.4 399 25.6 570 41.7 JB9 N aW 1111 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 51.1 385 43.4 456 45.8 '378 38.6 456 "A 373 34.7 456 41.6 366 25.8 455 37.7 382 24.8 458 36.0 359 21.7 458 35.7 358 Q =� �bz 781. 64.2 435 61.0 381 53.5 435 58.8 373 45.9 435 49.8 386 40.1 435 44.7 360 35,7 435 40.0 355 321 435 30.1 351 26.8 435 34A 344 22.9 435 328 341 20.1 435 32.2 SID i-' r .- 90M 41.5 727 43.1 290 34.8 327 38A 285 28.9 727 31.8 280 26.1 327 28.7 275 27.2 327 25.7 271 20.9 327 23.7 286 17.4 327 21.0 262 N.9 327 19.7 266 Q Z N 4 96 In 34.4 237 35.4 257 28.7 287 29.9 262 24.8 287 26.0 248 21.5 287 23.1 244 19.1 207 20.8 240 17.2 287 19.3 237 14.4 287 16.9 232 rj X moat fOB In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 7 16.0 195 U) III In 223 215 227 184 18.8 215 19.1 191 15.9 215 16.6 1811 N 1201. 17.6 184 17.9 167 V )( TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q..r Z O O Anchor Capacity Table(lbs) Q.T �O s.0 ANCHOR CAP.,,a,,,� StWnle,. 2.7k Concrete 3.5k Canc. Hot-CMU Flned CMU PTYkW Metal (DP_)X( )=ANCHOR CAP.,," �^ LY m!Y 5116'Eko1I4•81EI10 511VElco /I4•SSEko 010 Steel 61291,81 Y129teel MULLION CAP.,,e,,,,, om Q0 Anchor Clip Peheme Ancrior type: ane Elco u6aca, 114'Eko Ullrecan UtMoll 3116•Eko UlbaconbI14*EVW1 uprecon Aggm0a1w Uilracon AggreGalor Sctex Los)screw(G5) Be'"(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edge(Seldnce(in): T 2-Vt I' 2-Irr 3-178' 1• 2-Irl• 2-1q• 2' 34fir 2' 0.48' 0.54' o.32a• CAPACITY REQUIRED'CORRESPONDING TO AN Embedent(hp 1-314' 1-3I4• 1-314' 1-371• T 1-114• f-v4• 1.114• 1.114• W/4• 2' tare' tare' tele, ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchae 4.75•MIn.O.C.I SIeMetd or 01sol Clp(19,I' 390160 39016, 450Ibs 000 Its 1544W 2101ea 2801be 74016, 37416, 66415. 949lb, 3411oe 442IM 560169 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm 01.15 Min D.C.I etcndad(or Grxel CI'ip(FI9.2y 460 W 700 lb. WA WA WA WA 38011, WA WA WA IIA 662 lbs 685IW11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An ®3'Min.O.C./(2)245 Anal.CUP,/(Fg.3): 780165 780 roe 6801b5 1560lb5 1896 roe 540156 560 un760lb, 746 lbs 880lb. 1892 @5 682@s 8851be 1120 D. MULLION.tT WILL YIELD A MINIMUM ANCHOR 2Anckara®0.45•Min.O.C.!U{21p,Into.125•Alum.(Fq.A7 WA wA WA WA WA WA WA WA WA WA WA WA NIA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anctwrl FL7ip(Ftp.57 195 b9 195lb. 22515. 44516. 822 Iba t35 Ib. 140lb. 5 370 Iba t87lts 33210, 473 Ws 170 m. 221 Its 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclwre 1.15'Mo.O-0I IF al (Fig.6): 240 lbs 350165 WA WA WA WA 79010, WA WA WA WA WA ]tt los 412165 5601W ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C__-)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRtODlICT REVISED as complying with Iba Florick Buildutg Code 0�18•� Acceplancc No FIGURE 1: FIGURE 2: 1(O' TABLE NOTES: 1.000' r Bxpitatim Data 2DQ1 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ny • • Mi ,i dbP4oduct(katt4d SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `111 LY;4V 77// FIGURE3: \�� .........1111(e 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �� ••t 1CtNSF • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No �( .65705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375• ;.0• . l FIGURE4: FIGURE5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" (� � (U\' • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75•X.375'MULLION =,Win'•.,/`L0R1DF p••'• LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND C l� •.. ... ;1.` • • • THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. /%+i l,>lr)I�4iti11,�R;P.E. FL #58705 TABLE 4A u Mullion Capacity Table Ib9M2 Opening Width(for\1310ce1y-sparlrirgmUfiors)or Opening Height(for h3rizorltally-spartirgm4ll'1or19) WWWW � 501n 80 In 701. 80In PO In 1001. 1201n 1401n 1601. o� 1%2.76% ReclenwW TtwMonp. Re9rg ctoler TrePRdeng. Red.ouler Tr -9-. Re19,00., Tmplydwg. R9clengller T4a1Nrdwo R9clerlpder TmplTdenp. Raclenguler Tiapmona. Realengular Tmprfdang. Rectangtler TreNrd9ng. 4 rc Loading Loadn9 L9adnp Lwdng Lowing Lowing Lwdng Lwdno Loading Lowing Lwdng Loafing Loedma Lowing Lwdng Lwdn9 Loading 1-ming oz V .650 Alum. 0 Tube r r z r p r p p r r r r r r z p r r r M1lnton � It �B egg � g a 3 � I � � g 2 m 421n 110.0 820 170.0 435 170.0 744 170,0 478 170.0 686 170,0 506 170.0 982 1700 510 170.0 t116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 1511.7 1820 170.0 521 13&8 1620 170.0 521 J w 45 in 170.0 706 170.0 624 170.0 850 170.0 581 170A 992 170,0 830 170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 1417 170,0 680 141.7 1417 170.0 680 121.5 1417 170.0 660 106,3 1417 170.0 680 : _ (Y Si U) 50.625 In 170.0 747 170.0 583 170.0 696 170.0 631 170.0 1048 170.0 864 170.0 1185 1700 723 162.8 1288 170.0 747 116.3 1288 170.0 758 121,8 1288 170.0 758 104.5 1268 Vile 756 81.4 1288 170.0 758 w O� O 541, 170.0 797 170.0 612 170.0 VA 170.0 681 170.0 1110 170.0 754 150.7 1130 170.0 603 133.8 1130 170.0 637 120.6 1130 170.0 656 100.5 1130 170.0 881 88.1 1130 170.0 581 75.3 1130 110.0 801 CO M N 601n 170.0 885 170.0 701 148.5 915 102,3 701 125.5 915 144.5 748 109.9 915 1323 735 97,6 815 123.8 720 87.9 915 118.5 72D 73.2 915 114.4 715 62.8 015 114.4 715 54.9 915 114.4 715 F- J 63 Y1 151,8 830 1111.9 710 126.5 830 136.9 694 10115 630 123,2 681 94,0 630 1122 670 84.4 830 104.6 662 75.8 830 99,4 656 61.3 830 04,5 &9 54.2 630 94,1 649 47.4 830 91.1 649 W d m 68 In 132.1 757 140.0 650 110.0 757 110,8 636 94.3 757 105.9 024 82.5 757 80.1 614 73.4 757 89.1 808 68.0 757 84.2 See 56.0 767 79.0 603 47,2 757 78.2 591 41.3 757 78.2 Sol Z Q- 72 In -72In 101.7 038 106.8 552 64.6 838 01.0 610 727 838 90.1 530 03.6 638 722 521 565 838 68.5 514 509 636 82.3 508 424 038 57.2 500 36.3 638 55.3 497 3f.6 B36 55,2 497 rcZ 5 781. 60.5 571 0D.4 498 72.1 571 78.8 466 B. 571 67.1 478 61.1 571 80.0 471 18.0 611 55.5 484 43.2 671 61.8 d237 38.0 571 17.0 451 30.8 571 41.8 147 27.0 57I 14.5 M0 Q �. 781. 60.0 512 83.1 p1 68.7 542 70.8 485 67.1 512 62.1 436 50.0 512 $57 M9 44.1 512 51,0 442 10.0 512 47.5 333 512 42.9 429 26.8 512 40.6 125 25.0 512 40.1 123 z ¢ 01 0 O rV 901. 521 407 53.7 301 43.4 407 45.4 3% 37.2 407 38.8 349 32.5 407 35.3 343 28.0 407 32.1 338 26.0 407 20.6 21.7 407 20.1 327 18.6 407 24.1 322 16.3 401 23.0 319 Z OD p 901n 429 359 44.1 320 35.8 758 372 J1/ 30.7 356 32.{ 308 26.8 358 26.9 301 27.0 356 28.1 300 21.5 358 24,0 17.8 358 21.0 288 15.3 358 19.2 264 X So a� 106 In 30.1 283 30.6 265 25.1 283 26.8 251 21.6 283 22.5 247 10.8 2&3 19.9 244 16.7 263 18.0 240 15.1 283 16.5 W U) r 1111. 27.8 287 28.3 242 23.1 287 23.8 230 18,6 267 20.11 275 17.3 250 111.3 231 15.4 287 18.5 228 04 (n 120 k1 n.0 22B 22.7 209 19.3 229 18.8 205 1s.7 229 18.2 202 x a o 0 TABLE 4B IL - Z ANCHO CAPACITY ADJUSTMENT FORMULA: � O Ancbor Cavacltv Table Iba ANCHOR CAP.,,„,,,,,, 9a11mW 2.TkCorwrete 3,5k Cm, HODOWCMU Filled CMU PT Wood Mete! (DPo)X )=ANCHOR CAP.,,, 518'EIC. 1//'99 Eko 6116'Elco 114'SS Eko /10 51ce1 ;442 Iec1 N12 3teN MULLION CAP.,,"„„• Anchor Cllp Patteme Anctar type' 3116'Elco Ulbacon 114'Eko U9rocon uivw.n 3116'Eko Ulim.n 114'Elco UlVacon ApgmGalaf I111mcon AWeCAW Screw(05) (G5) Screw(GST USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dlat4rce(.): 1' 2-112' +^ 242' 3-116• +^ 2-irr t• 2-1rr r 3-Itr 2' 0.49• ' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN E.Wkn.l M): 1-314' 1.314^ +a/4' 1-314' 2• 1-1/4' 1-V4' 1-1/4' 1-114• 1-114• 1.114' 2" ia19' ' -ii, ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhom®433 Min.O.C.I Standmd a 098d C11p(Fig.1): 390Ibs 3901b5 450 Ws 690 bs 16441M 270 DH 280159 354W 740 lb. 37411 C641b3 946Ws 34115a he 56011 OPENING,WHEN IT IS LOW ER THAN THE MULLION 4 Anchae®I-IV Mln.D.C.I Standard(WObseq CUP fF 2Y 480159 700 IM WA WA WA WA 3601b9 WA WA WA WA WA 682 lbs 112011CAPACITY(FROM THE TABLE)OF THE SELECTED 4An<hore® .O.C.I(21245 Angle C4"I(Fig.3)' TDO 11 780 We 6801bs 156011 1896 Wa 64011 500109N/A 7601bs 74811 e9D lbs 16921M 662 ms M 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arclam®0.45'MZ-U.I U{2ip.III..125^AWm.(FID.4T WA WA WA WA WA WA WA WA WA WA WA WA WA 715 Wa CAPACITY WHICH MAY BE USED TO QUALIFY 1Ancor 1F-07q(Fp6): 195Ibs 1Bs Ws 2251" 44511 922 9w 135Ibs 140169 177 We 370 Ws 18711 33211 4731" 170 IM M 2801ba ADDITIONAL ANCHOR OPTIONS FROM THE 2A-h-@ 1.15'Mn.O.C/FZ41P(Fla.or 2401bs 330 Wa WA WA WA N/A 19011 WA WA WA WA WA 341505 1 560Ws ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. v cnmptyin6'+ith 9w FimirL Building Code FIGURE 1: FIGURE 2: TABLE NOTES: Acceptance N0 $p1( • • --] 1.000' P-9pimli0n Dat. 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r Ntimn')edc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q v1C 6 .•S' . • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. N0.58.105 •.('- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 650" 1 D� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ,,� .• --11 L!v FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125' U'. S TATE OF \LQ THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ', '•.,F(L1Ft1OP,.'' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.650'MULLION i� SCS .•••-••' THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,111-8 S.S.OR 410 S.S. /�/I O(`)N-FF •. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A off^ n 22�I 1r Mullion Capacity Table lbal711 �q Opening Ndth(for verlica*spa•n1rUrndlioms)orOpening Haight(forhorfmrtelty annirgmuliors) 501n 60 In 701n 60b 901n too In 120 in 1101n too In �1 0 RaelangAa TiaplTdang. Reelengder TWTdang. Reetanipw TlapRdang. Rac1"rgdar TraprTdog. RaclangWar Toprrdang• Fait War TmpTione- Rectangular Trap7Tdang. Roetangut.1 TwplrAam. Reclwowr ltap/Tdang. o: 1"x3.128"x Loading Loadn9 Loading Loading Loa&g Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading oY O .000"Alum P i„ i.-- r P ,. z .+±' .' n °„ P v F 2- .F A z: Al P P e,. d Tuba Mull � Is U U 0 g i �e a g a a � �• 3 � o g . a �g .:a m 01 a s� ¢i �e `a t. o� 111 N E",�g w W 421, 770.0 820 170.0 4J5 170.0 714 170.0 478 170,0 888 170.0 508 170.0 882 170.0 518 170.0 1118 170.0 521 170.0 12AD 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J W 451n 170.0 703 170.0 524 170.0 050 170,0 584 170.0 992 170.0 630 170,0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 No MA 1577 170.0 680 118.2 1577 170.0 680 50.6251, 170.0 747 170.0 563 170.0 898 170,0 631 170.0 1010 170.0 684 170.0 1105 170.1) 723 170.0 1115 170.0 747 1Tg.0 1404 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 756 10e.3 1485 170.0 756 W p O 64 In 170.0 787 170.0 812 170.0 856 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 166.1 MO1 170.0 337 148.6 1401 170.0 853 124.6 1401 170.0 081 106.8 110f 170.0 ae1 93.4 1401 170.0 881 m M ~ 7 00 In 170.0 BB5 170.0 707 170.0 1003 170,0 797 158.5 1150 170.0 879 138,7 1166 187.0 828 123.3 1150 166.6 917 1110 7156 148.7 810 92.6 1156 141.5 003 79.3 1150 111.5 903 88.4 1156 144.5 903 1- J 631n 170.0 030 170.0 745 ISB.6 td0 170.0 850 137.0 1049 155.5 660 119.6 1049 141.7 846 108,5 1048 132.0 636 85.0 1048 125,6 826 70.8 1048 110.3 620 08.5 1049 116,0 819 50.9 1018 118.8 018 U m 661, 166.8 855 170.0 708 139.0 855 151.3 801 118.1 055 133.7 788 104.2 955 121.4 716 82.0 855 112.6 76.5 83.4 055 100.4 767 69.6 956 09.8 748 59,6 955 88.7 748 52.1 955 88.7 748 Z LLJ j 721n 128,5 903 134.8 691 107.0 803 114.9 882 91.6 807 101.1 670 80.1 601 81.2 059 71.4 303 83.8 619 64.2 603 78.6 842 53.5 803 721 832 45.0 903 69,8 628 40.1 803 99.7 827 U)i L Z 761, 108.2 721 114.1 620 81.0 721 87.0 610 16.0 721 85.1 005 68,3 721 76.5 585 60.7 721 70.1 586 64.6 727 65.4 678 15.6 721 59.4 569 39.0 721 58.6 581 34.1 721 55.1 603 Q r 7810 10.0 6M 105.1 599 64.2 881 119,4 557 722 664 76,4 576 81.1 861 70,4 667 50.1 6B4 04.4 758 50.5 664 68.0 551 42.1 881 54,1 541 38.1 664 51.3 530 31.6 664 50.6 534 Z 7 r Z Q 00 0 00 In 65.6 514 07.9 456 Ska 514 57.3 Ng 41.0 614 60.0 440 41.1 514 44.6 433 36.6 514 40.5 427 321) 614 37,3 421 27.4 514 33.0 412 23,5 514 30,4 486 20.0 614 28.0 401 F¢- rl?yZ _o 981n 54,2 452 55.7 g45.2 47.0 396 36.7 452 40.8 300 33.0 452 36.4 364 30A 452 32.8 378 27.1 462 J0.3 373 22.0 452 20.6 365 IBA 452 24.2 360 16.0 452 226 355 N �1061, 38.1Fn 35736A 327 317 27.2 357 28.4 312 23.6 357 25.2 368 21.1 377 22.7 703 19.0 367 20.8 2BB 15.9 357 18.0 283 13.8 357 10.2 281 11.9 357 15.0 281 LU C41111, 35.1 J78 35.8 50.7 301 25.0 338 28.1 296 25. 23.1 202 19.5 J3818.0 284 14,6812.5a 2681201, 27.7 289 28.2 23.7 258 18.8 288 20.5 256 17.3 269 16.V 252 ti.l 288 18.3 248 13.8 289 1{,B 246 11,6 289 12.6 240 B.9 208 11.4 238 6.T 289 10.4 232 Q x Q O O 2` Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: 600 Anchor Ce ad Table Itn ANCHOR 5uixuale 27k Onocrde ask cork. N o CIAU FWd CMU PTWo00 Mtlal (OP-)X( }=ANCHORCAP_ o o�tt� 51Ir Elco 114'SS Eko 5'1('7 Ek0RWA 910 Slad N125Ice1 612 Steal MULLION AnehorCllp Panama Mchalypa 3115 EIco U6rsm u4'EkoU9mcon UBracan 3't6•EIcOUam.m va•Ekounracon AgQeGaa UNecm Snev(05)sa"(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Dr5larce0nl 1' 242' 1' 2417 3.1R' 1' 2-17 1' 24/2' T 3-V8' 0.48• 0.5r 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Emtednmf n 13/41 talo• 1314' 53'4' 2' 1-U4• 1.114' I-1/a' 1-1/4' MW 7-ifd' 1.318• i ver sales ACTUAL PRESSURE REQUIREMENT FOR THE 2AmtcnC4.75'MIr,O.C.ISlardald%OMMC (R I 30011)5 Igo" 450 tors 800 lt8 1644 MS 77010s 26092 354 Os 7401ta 314 Ms 6641341105 4A2aa a;s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Annan 6 145•Man.O.C.I Stan=(a 0(bco Cop Ing 4 4aD ms 700 69 NIA WA NIA WA 380It, NIA WA NIA WA602105 8M mi 1131 as CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 63'Mn.O.C.I(2))2r5 Angie Ups 797831 1001as 790 Ila 60D IM 15M 1. 1606 ms 540105 5601as NIA 7601M 748 Ins BB1)M 6526, im Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anow.00.45'Min D.C.1UCVp.Wo.126'Mum.(Fig 4 VA WA NIA WA IIIA NIA WA NIA WA NIA WA NIA CAPACITY WHICH MAY B E USED TO QUALIFY 1Arclnrl FCllp in 1705103 196Iw 25 ms 4451D5 822 Its 135109 165¢0 1776, 370105 187105 3321,6 473109 170 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancton 61.15'MIrt O.CJF4: (Rq 6] 210 IDt 950105 NIA WA NJA NIA 190 as NIA WA NIA tUA WA 3419, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT PXWLSG17 OS complyin8 wilh gm Floljd>t 1-1.000'-1 Ruildingcode Z)S•03 FIGURE I: FIGURE 2: TABLE NOTES: Aoceptaneow B iralionDatn ?D2l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi pada Pl6dad 11174111!5771 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125, \, r\'lUY V.I l 1/� ,. FIGURE 3; 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. � �.,• � ; • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '< •'r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -i;: Nu.56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _T -O 0 '• S b L17 FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -'l� $jIYO I: 717 �'(7t'•, �_�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 3.125'X.5'MULLION r•L ORUt'r:,•' �� �'(�-'•.., \ LEAST THICK AND 130,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I-VF MULLION) \Sc •• !.\'•�. THE MATERIAL.7110&7712 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. I711'IOI�)F�L �0`� A.LYIItJI I II ER.P.E. FL P.E.41 58705 TABLE 6A 10 ss Mullion Capacity Table Ibalftr ®I�OG �vi� F Opening Vfidth(farverlicaly-spanrlrgmldVons)orOpeningHeight(for hodzontally-sparWrgmuticre) �g� Q 601n 601n 701n BON 90In 1001. 120In 1401n 160InReclongter TraplTIong. Redmquler Traprrdang. Rectangle, Trap7Tdag• Root.gi Trep7Tdang. RecNngda TrepRHang. RegOngJar Trep?den9• Reolengula TrwITdmg. ReclenimW TMPTOng. Reclengla T1ep1111mg. 1114x.126 Loafing Lcadng Loafing Loedng I-oo9nB I-onAry7 LoaQnP Loa6.g Loading Loadrp LoadktB Coding Loafing lnadinB Leading Lowing Lending Loading R� V Alum.Tube og �€ F� €� dP Mullion X� 9 1o N LL gq o QpmLU 421n 170.0 620 1 170.01 435 170.0 744 170.0 478 170.0 066 110.0 NO 170.0 992 170.0 610 170.0 1116 W0.01 521 170.0 1240 170.0 521 170.0 1408 170.0 521 1 143.E Julia 1760 521 127.8 1469 110.0 521 IW 48 N 170.0 708 1170.01 624 1170.0 880 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 150.3 1303 170.0 880 130.3 1303 170.0 880 111.7 1303 170.0 680 97.7 1303 170.0 880 80.6251. 170.0 747 170.0 583 170.0 896 170.0 871 170.0 1016 170.0 864 170.0 1185 170.0 72] 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 750 87.8 1235 170.0 756 W 'O 8 641" 170.0 797 170.0 612 170.0 We 170.0 891 170.0 1110 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 -1 123.6 1158 170.0 638 1029 1166 170.0 681 082 1155 170.0 661 77.2 1168 170.0 681 m O F- M 601n 170.0 603 110.0 701 168.7 1042 170.0 707 1429 1042 161.1 a32 125.1 1042 148.7 615 111.2 1042 1386 001 100.0 1042 130.2 791 83.4 1042 125.1 162 71.5 1042 125,1 782 626 1042 125.1 762 F tO J 63 in 170.0 830 170.0 745 151.2 992 163.6 818 120.6 892 144.4 799 113.4 982 131.0 782 100.8 egg 121.4 788 90.7 982 114.0 756 75.6 992 108.4 745 144.E get 108,0 744 58.7 992 106.0 744 2 p 66N 785A P47 170.0 768 177.6 847 148.0 788 178.1 947 170.J 7611 103A B!7 717.7 712 91,9 947 106.7 738 62.7 817 102.2 72! 611.8 047 95.1 713 59.1 B/7 94.0 711 51.7 817 84.0 711 Z Uz m FJ2- 724 135,0 619 1427 737 113.2 849 121.fi 771 87.0 849 108.9 Toe 84.e BIB 98.4 686 75.3 819 60.7 fiAB 87.9 619 627 675 68.8 8!9 75.3 659 16.6 619 7217 652 425 619 72A 851 j � W 76N 116.6 782 120.7 663 98.3 762 102.6 652 0217 762 90.0 640 72,2 762 90.8 629 81.2 762 74.2 620 67.0 762 89.2 813 46.1 762 62.8 602 41.3 762 59.8 697 36.1 782 69.4 595 78 In 106.9 724 111A 834 89.0 724 04.6 621 76.3 724 82.8 609 66.0 724 74.4 699 69.4 724 66.1 691 53.4 724 63.4 563 44.5 724 57,3 673 38.2 724 54.3 687 33.4 724 53.0 565 Q J 1- 90 N 69.6 613 71.8 463 68.0 543 60.7 474 19.7 543 52.9 466 43.5 543 47.1 456 366 543 426 452 34.8 543 39.5 446 29.0 643 34.9 436 24.6 543 32.1 430 21.7 643 30.7 426 00 Q Z N O 08 h 57.3 476 58.9 427 47.8 478 49.7 419 40.0 176 13.2 412 35.6 478 38.5 406 31.6 478 34.6 400 20.7 476 320 395 23.9 476 20.1 366 20.5 475 25.6 380 17.9 178 24.2 J78 F'" 04 9 O �) N A 1061. 10.3 377 !1.1 341 33.5 377 31.8 J35 211.6 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22,0 317 16.6 377 18.0 310 AA 377 17.1 3G4 � � 1111. 37.1 357 37,8 323 30.9 357 31.6 318 26.5 357 27.6 313 23.2 357 24A 309 20.6 357 22.0 705 16.6 357 20.1 301 15.4 J57 17.4 294 W V U) 120 N 29.3 308 29.11 270 24.5 306 25.1 274 21.0 306 21.7 270 18.3 308 19.2 267 18.3 308 17.3 263 U Q 1N In 17.0 212 17.2 19fi d o){ Z 0 0 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: mea Anchor C eel Table IlbO ANCHOR CAP, SUMMIT. 2.7k Concrelo 3.5E Caw. MO.CMU FPIed CMU PT Wood Metal (D_)X( )=ANCHOR CAP... 916'Eko 14'6S Eko 918'Elco 1p'SS Eko N10 Steel N12 Steel 112 Stee4 MULLION CAP„._,a,,,,,,_ Anchor Cllp Paheme Anchor Type: 3I18'Eko UlUocon 1f4'Eko lNbecon NUocon 3116•Eko uIUM n 114'Eko Ult- AggmGek IO.00n AggreGator SOW(GS)Sarew(0,5) Screw(135) USETHIS FORMULATO OBTAIN THE'ANCHOR Edge Distance(Ink 1' 212' 1' 24W 3.110' 1' 2-12' 1' 2.12' r 3418' z 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emlleanm18n1: 1.314' 1.314' 1.314' 1-314' z 1.14' 1.114' 1414' 1-114' 1-114" 1-114' 2' lata' fal6' veties ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchama4.7V Min.O.C.I Stendad a0lLet Clip(Fq.1821 390Ibs 390W 4501. SDO lbs 16441bs 2701. 250 lb. 3541bs 7401. 3741. 6841. 9451. 341 r4, U2IM -71 P. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anthea®2.25'Min.O.0 1 Standen](a O6se0 Clip(Fig.3): 7001. 70014, 5801. 14101. 9521b$ WA 5601. WA 630 r4, WA 8801. WA 682 IM 81151. 1120 I. CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anphara®SAW MN.O.C.I Slandad(aO%el)Oil,(Fig.41 960 roe 14001. WA NIA WA WA 7601. WA WA WA WA WA 13831. 17701. 27A01M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Archon Q 3'Rn.O.C.1(2)2x5 Anglo Clips I(Fq.5): 7801. 700 ibs 800 Ru 158014, 1... 5101. .01. WA 1809. 7481. 9801. 18921M 66214, 8851. 71201. CAPACITY WHICH MAY BE USED TO QUALIFY ' e Anoto 3'L9.0.411(2)2r5Arp1.CUP./ .6k1 11761he 1170IM 1020 Ws 23401. 2844 ke BID I. 8101. WA 11401. 11221. 1320 W 20361. 10221. 13271. 16801b3 ADDITIONAL ANCHOR OPTIONS FROM THE d ArlcMra®0.45'Mn.O.C.I U421p,MIOA257 Alum.IFq.77 WA WA WA WA WA WA WA WA WA NIA WA WA WA NfA 1!701. ANCHOR CAPACITY TABLE PRODUCT REVISED 2 A7wlars®7 25'Mn.O.C/F171D(Fq.BI 3501ba 350 Ra 280 We 1 7051. 1 1711 It WA 2801. WA 315 Es I WA 4101. WA 3111. 4121. 5601. os c"mP(yinew ith L1,0171 4 Archon®1.15'MI.O.C7 F-alp IND.9149014, 1 001. WA WA WA WA 3801. WA WA WA NIA WA 682154 8861. 11201. Ihilding Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --•� 1.000' A-ptanc.��(p-b$1 Eapiralian Dal. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mreml d6 rmQ''tr111q°a}rp( • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\1 • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. e �\c%CNSE/'•��� • • • • • • • '•.it�% 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" )r0.58Y(75 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143.FIGURES SHOW - FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. i) a_ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1E V • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW - -.125' •'., SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 ,'THICK.STEEL •'i c .r' ' •• •.. STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK ��7�"lnn] _ \` ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410& !III 1't 1 1'X4'X.126' A.LYNNUiLLER,P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A asQ F 1 Mullion Capacity Table Ibsile XaA Y Opening Width(for venicaly-sparring muiions)or Opening Height(tor hoil2onlaly-spanning mutons) �,1^� 60 in 601n 70 In 80 In 99 In 1001n 120 In 140 n 160 in ,[+2 Ci'i o 1%4%.376 Reclargi%ar TiapffiluV. Rectangular Tmp7long. Rectangular TrapTiong. Rectangldar M pfr1mg. Ra twgd.r Trapridang• Realodi I., Trepadmg. Reotaiqular Trep7Tden9• Reclangmer TapRdeng. Rectangular Traprrdm Sj p Lancing Loading Loadng Loft Loading Loading L..dng Loading Loading Laeding •LMdinB Lowing Londing Loafing Loading Loading Loading Loading sy Alum.Tube LL &aT' Mullion cn ygg¢� § zr. pp¢¢� s •$ s¢ y¢ s� $8p "�a a g} s� gy3 §� �} e� i �� $ a e� j¢1 s s� ��a ' I- S d d � a dida� 8 d day s d < d � day z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 UP 170.0 521 170.0 1735 170.0 321 170.0 19851 170.0 521 O W 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 1130 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 666 170.0 1700 170.0 800 170.0 1983 170.0 660 161.0 2024 170.0 660 _ 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1016 170.0 684 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 160.0 1919 170.0 756 136.6 1910 170.0 766 0 541n 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 170.0 637 170.0 1594 170.0 656 159.8 1709 170.0 661 437.1 1799 170.0 661 120.6 1799 170.0 881 m C) I- M 601n 170.0 885 170.0 701 170.0 1063 170.0 707 170,0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1037 129.6 1619 170.0 1063 111.0 1819 170.0 7053 97.2 1619 170.0 1063 Win 170.0 930 170.0 745 170.0 1118 170.0 050 170.0 1302 170.0 040 170.0 1468 170.0 Will 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.6 1156 100.7 1542 167.9 1167 86.1 1542 187.9 1157 rL { 66 In 170.0 974 170.0 769 170.0 1169 170.0 1101 170.0 13a4 170,0 1002 166.6 1472 170.0 1088 142.8 1472 188,0 1148 {28.6 1472 158.0 1130 107,1 1472 147.6 1106 Bl.g 1472 148.0 1104 80.3 1472 146.0 1101 Z U= m y 721n 170.0 1063 INA 870 170.0 1275 170.0 1009 150.15 1320 166.2 1101 132.0 1320 149.8 1082 117.3 1320 137,6 lose 105,6 1320 126.5 1049 80.13 1320 117.0 1024 75.4 1320 112.6 1013 68.0 15120 112.5 1012 � W- W a J 761n 170.0 11122 170.0 977 149.6 7184 159.4 1017 128.2 1184 139,9 984 112.2 1164 125.7 978 88.7 118/ 115.3 984 89.11 1184 107.5 952 71.6 1184 87.11 835 64.1 1104 951.1 927 58.1 1184 82.3 825 J rn O Z f 78 In 166.1 1124 170,0 ATI 138.4 1124 147.0 965 116.6 1124 126.8 947 103.8 1124 115.6 971 92.3 1124 105.0 918 a3.0 1124 08.6 906 B9.2 1124 09.0 890 59.3 1124 94.3 581 5t.0 1124 83.2 878 ¢ F 7 901n 108.1 644 111.5 760 90,1 044 943 738 77.2 014 82.1 724 67.6 844 73,3 712 60.1 044 66.6 702 54.0 6M 61.4 6951 45.0 011 84.2 676 3Bb 044 50.0 669 33.6 844 47.7 662 Q 5i Z (� 911 in 89,1 742 01.5 663 74.2 742 77.2 652 83.6 742 67.2 641 65.7 742 59.6 631 40.6 742 54.1 622 44.5 742 49.8 814 37.1 742 43.5 6110 31.8 712 519.0 680 27.0 742 37.5 584 1- t0 b O ay 0 � fOB In 82,8 568 63.9 630 62,1 588 53.0 521 44.7 588 46.6 313 39.1 566 41.4 505 34.8 666 37.3 498 J1.J 586 34.2 472 28.1 506 29.6 481 22.3 556 26.6 472 10.5 586 24.7 466 U) M"' $ 1111n 67.0 555 65.8 503 48.0 655 411.6 495 41.2 655 12.9 487 36.0 655 38.0 180 512.0 655 5142 4751 20.9 556 31.7 467 24.0 555 27.1 457 20.6 655 24.3 449 10.0 595 22.4 412 � � 120 in 45.6 475 16.1 4351 38.0 175 39.0 4211 32.6 175 513.7 120 28.6 175 29.8 {14 26.3 176 26.8 609 228 473 24.5 101 19,0 476 21.1 395 18.3 176 167 5187 14.3 476 17.2 3141 U x Q O O 1441. 26.{ 330 26.7 300 22.0 330 224 301 10.8 330 19.3 287 16.5 330 17.0 291 mo s0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce act TableIb• ANCHOR CAP.,,"•,,,,, '� g 1'--I Bubatrele: 2.7kC'oncrele 3.6kCone Hall-CMU Filled CMU PTWood Wal (DP,)Xt )=ANCHOR CAP.,,, 55118'Eko 174•SS Eko SAW Elao 114'6S Man M10 Steel 512 Steel 91261eel MULLION CAP. , Anchor Clip Patterns Anchor Type: 3116'Elan NVacon 1!4'Eko UJmem UlBacon 37i8'Eko UIV11aon 1/4'Eko UArecm AggreGalor Ullman AggreG.tor Screw(G5)S-0) Sc"(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 13W me(n): V 2-VY 1" 2-Ur 3-118' 1' 2-171. 2-1R• Y 3-11w r 0.48' 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): 1.314' 1-314' 1-311' 1-3/4' r 1-IIP 1-114• 1.111' 1-114' 1.114• 1-114' r taws• tare' rade. ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom®4.7V Mn.O.C.I Standard or OSael Cup(Fig.1621: 3901bs 39010. 45111bs 1190 His 1644 Ibs 270 Ibs 26016. 35416. 740[ba_ 3741tc 66410. 94605 3411b. 44217560His OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.O.C.I Standard(orOrseh Clip(Fig.3): 700 ins 7001bs 580{ins 141016. 95216. WA 560150 WA 63o His WA a00Ion WA 66216. 88516s 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 9Anahon®1.15•Mn.O.C.I SWAIrd(orChat)Clip ft.41' 960 As 140010. WA WA WA WA 760 lbs WA WA WA WA WA 136310. 1770 Ihs 2240 ina MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anctms®3"Min.0.0.1(2)2x5 Angle Cllpa I(Fig.5): 78010. 78016. 68011. 1560 1b, 189611. 540 Na 560 1b. WA 76000 748 lbs 680150 18921611 66210. BBs lbs 1120Ibs CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors O r Min.O.C. (2)915 An00 Clips I(Fig.B): 11T01bs 1170In 1020 ins 23401bs 2644 ran 81016. 840{ins WA 114016. 112210. 1320 His 2638100 1022 9s 132710. 1660 Hie ADDITIONAL ANCHOR OPTIONS FROM THE 4 A. 00AFMin.O.0 IUa0.Ildo.l2YAlam.(Flo.77 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14300110 ANCHOR CAPACITY TABLE 2Mchora®2.2VMn.0.C1F1UIp{FIg.Or[ 350 ins 3501bs 2901bs 70516. 47616. NIA 280163 WA 315 ina WA 4401bs WA 341 His 44216. 560 Ns PRODUCTREVISED 4 Axhwa®1.15'Mn.O.C.7 F4,71p{Fig.94 46610. 1_700M WA WA WA WA 300109 WA NIA WA WA WA 682 ps 905160 11201011 n5 complying.1v{!h dtc Florida Building Gsde O21$,O.y NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.062' r-- ---� 1.000' f••'- Acceptance h10 j�O J E pI, On ?A21 TABLE NOTES: ay FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mieai Ihrdo lroduet • • • • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. {t I I 1111 \ LYNN 4f/��51j��i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \ 0� ...'.... F • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 1.000" 4.000' _ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS NO.507(:�r SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE6: FIGURE7: _ .it 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ •,(�' I SLI- • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :�1 ' nY 6 • • • • PRESSURE-TREATED3-76ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0iNIMUMALUM(NUM SHALL BE - - -- {:tL" .• 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEAM INIMUM GRADE 33 AND.045' ,375" .375" �i �C' • -•• \" THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 LEAST.125'THICK AND A36.ALL ANCHORS i7 )/ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.510&#12 1'X 4'X.375' 'X.375' 1 1"X 4'X.376' A.LS'NN'MILLI=k P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#56705 TABLE 8A Mullion Capacity Table IbshY x� Opening Wltlth(for verli aly-spaming mu(Nons)c r Op ening Height(for horizordaly-spanning mWons) 501n so In 70 to 8010 Sol. 1001n 1201n 140 In 160 to u 2• p 1.26"% Rectangular Tr"aanng. Rect.gAr Twivang. Rectangular Tmp vg. Re MR.A" Tap7r4sn9. Reclangdar Tr=arg. Ractengclar TmplTdang. R"t.1ula TapRdang. Rectan8dar TrapRdang. Redwgular TWTtlang. 3.188"x Loafing Loafing L_,na Loafing Loading Loafing Lowing U dng Loafing Laadn0 Loafing Loadrg Loadlg Lowing Laeang toadng Loafing LWdng s:4 P< U .286"Alum •' '.. �' '.. �' -f F & FO' S_ F _ P L' S t� F F LL Tuba Mull 8 LE• 8� 8 8$ 8� 8� 8 @ 8 8M 8 E 04 8 8a 8 a 8a a Ba 45 8 8 ^ 8 a 8 1 ^ 8 8a 8` 8 �` I,A � a.5 s� z �L y� �� _. �� -fig 6� �� €� ti� � �g � � €� f.� � 11.1 @� �� rn 2!04 � Z c) 421n 170.0 620 170.0 435 170.0 7M imo 478 170.0 aaa 170.0 508 170.0 992 170.0 618 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1188 170.0 521 170.0 1735 170.0 521 151.0 1769 170.01 521 1 _ W W 481n 170.0 706 170.0 624 170.0 050 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 660 154.8 15" 170.0 680 1327 1546 170.0 680 116.1 1548 170.0 060 _ 50.625 In 170,0 747 170.0 683 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 Woe 723 170.0 1345 170.0 747 167.0 1468 170.0 768 139.2 1488 170.0 750 118.3 1468 170.0 758 106.1 1486 170.0 758 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 163.1 1316 170.0 837 148.8 1378 170.0 856 122.3 1376 170.0 681 INA 1]76 170.0 861 91.7 1116 170.0 881 M 80N 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 67a 13&0 1158 167,4 830 123.6 1168 156.8 919 111.2 1158 150.0 912 92.7 1155 144.6 905 79.4 1158 144.8 905 89,5 1156 114.8 905 J 631n 170.0 Bag 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 662 120.1 1051 1420 848 106.7 1051 132.3 837 98.1 1051 125.7 630 60.1 1051 119.5 822 68.8 1051 119.1 821 60.0 1051 119,1 621 d 0 661n 167.1 957 170.0 768 139.3 057 151.6 605 119.4 957 134.0 700 104.1 057 121.6 777 92.8 957 112.8 787 83.6 957 106.6 769 69.8 957 100.0 760 50.7 957 98.8 718 52.2 957 08.8 74Bf. Z J z° m 7210 120.7 694 115.2 898 107.3 004 1162 881 91.8 801 101.3 871 80.4 801 81.1 860 71.5 801 61.1 850 64.9 901 7&8 813 53.8 804 723 031 48.0 864 89.8 829 40.2 604 69.8 828 2 s1W 761n 109.4 722 114.4 630 91.2 722 97.2 610 78.2 722 85.3 606 68.4 722 76.7 696 60.8 722 70.3 660 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 68.7 665 34.2 722 56.2 564 J u �� Q f 7810 101.2 685 105.6 800 84.1 683 88,6 580 77.7 885 78.5 677 61.3 063 70,5 568 68,7 685 84.5 680 50.6 883 80.1 63] 422 BBS 54.1 543 38.2 885 51.4 537 31,6 685 66.7 638 F- N r 001. 65.9 515 68.0 457 54.8 615 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 426 330 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 516 28.1 404 Q X Z N 2z 95 In 64.3 453 65.8 404 45.3 463 47.1 397 38,6 453 41.0 381 33.0 453 38A 385 30.2 453 33.0 370 27.2 453 30.4 374 226 453 26.6 368 19.1 453 24,3 360 17.0 453 229 356 F U O 10510 38.1 350 39.0 323 31.8 356 32.8 318 21.2 158 20A 313 21.8 356 261 306 71.2 356 22.7 304 19,1 358 20.8 300 16.9 358 10.0 203 55 W c3 III In 35.1 338 35.8 306 29.3 336 30,1 301 25.1 338 26.1 287 22.0 378 23.2 293 19.5 338 20.9 289 17.6 33a 10.1 285 x x 12010 27.8 290 2&3 254 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 N Q O Q 144M 16.1 201 16.3 I86 Q..'r Z EL 1.O s0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 5gS 00� Anchor C6 ■cl Tahle Iba -m , 1.2 0 ANCHOR CAP.,,„,,,M, o SUW.In 27x Caelae 356 Canc. 11"CAU Filled CMU PT WOOa Melel (D_)X( )=ANCHOR CAP.,,, d15 Elca V4-re Elco 5119•Elco Ile SS Elco p10 61a6 01281ce1 02 Steel MULLION CAP.,,,",,,,,", Aneh orCllp Peltema � - srlS Elco U9racm v4'Elcoutuacon Uamcon 3H5 Elco lmrsm 4'Et UAncon AgQeGaror UBracm AW��Gala Sa-(05)SEnm IGS) Screw(G5) USE THIS FORMULA TO OBTAIN THE-ANCHOR Edge Ctslame n 1• 2-112 f• 2.12 3-IM' 1• 2412' 1• 2-17 2 3110• 7 0.46' 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN EMDedmenl n 1314- I-we 1x14' tam 7 4.14' 1.14' 1-14' 1-1r 1.14- /-Ife 7 13'e• 10'84 Earles ACTUALPRESSURE REQUIREMENT FOR THE 2 Anchors@ 41V Min O.C.l Standad a OSCI Cu qt 3BD ms 39D 118 450 IDS B90 IM 1644 tbs 2701bs 28096 3541.3 7401bs 3741bs 664" 9161W 3625s 442m 56o me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtar.®1.15-Mh O.G/Standard(a Met)Cep(R9 2) 480" 760 m N/A WA NIA NIA 3601. N/A WA NrA WA teA M29>s am me 1120M CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctnn 463'MIn.O.C./ 215 AM"OpsI g.i' 780 ms 7a0m 68D Ibs Ism 1. 18Bs1b9 640lbs Me lbs NIA 7601bs 748 lbs 8Wibs IBMt9 sezlbs Mee 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arc41oN®0.45'MIn O.C./UCOp.Int0.125 Alum 6 4' NIA WA NIA WA NIA NIA WA NIA 10A IUA WA WA WA WA 1430 m CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anthor/FC6p(Rg Sj 1951bs 195 ms 225Ibs 445W 8221. f359rs MRS 1771D5 370Ib1 187104 332104 4731. 170Ibs 2211b1 280 tM ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchba®1.15 MIn O.CJ FCIp g 2401. 35011c NIA WA NIA NIA 1001bs NIA WA NIA WA WA 34111. 4421. 5601bs ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as cnmplylnb With Nin Rolifia FIGURE is FIGURE2: Ouilp4mceN TABLE NOTES: f--1.250"--1 Ex�'Iralim Date a' 3 /162) • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miatnl do Prodcl Con 111111�r// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. UNIN'k, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' �:�1x,•''�lCf-.NS�: ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu,587C,5 BE USED .265" - ' IN PAIRS. _ 4}SUBSTRATES:CONCRETE SHALL CONFORM TO AC{301 SPECIFICATIONS.HOLLOW AND p- // Cr: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL `•a) o yM FIGURE 4: FIGURES: FIGURE 6: ,•� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE y STAT L 0" <.^'•. • • 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1,25'X 3.16e•X.285'MULLION <�•'-�<CR10. 'vc,� • • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ' `; �� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION) II .%C)INIA( G, I • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN WliL 't,P.E. FL P.E.#58705 TABLE 9A a pp�g Mullion Capacity Table(lbelR') 11x:: OSR R€ Oponing Width(for 9aracely-.panning mullons)or Opening Height(lorhorizontaly-eparWnp mUlloro) Q! Q ni�- ai 601n 701n 80 in go In 1001n 120 in 1401n 160 1n N Reclanguler T,*T.% Rectangular Tr4yldang. RaeIMVAar TI8pITW9. Reolmgular TrepTdong. Reclanguler Tre{V7dena Re4te1pulm TrepTd4ng- R. .w r Trap7Meng W.rpidu TnpTdeng. C ,- 1.26%3.2sLoadng L.M. Leedig Lowing Loading Leedirp Losdiv Lmdn9 Leading Loading Loadip Loading loading Wedhq Loafing LoaMp c*4 U x.100 Alum.TubsWIM1112 Mull8CO 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 668 170.0 SOB 170,0 092 1100 Sig 110.0 1119 170.0 521 153.3 1118 170.0 521 121.7 1118 110.0 521 100.6 111805.8 Ilia t700 521 0 1-Li - 4814 170.0 708 1700 524 170.0 850 170.0 584 161.6 070 1700 630 146.7 978 170.0 861 130.4 018 170.0 677 117.3 878 170.0 880 07.8 970 170.0 680 e e97873.3 978 170.0 Sao ? Z50.62541 170.0 747 170.0 60317D.0 898 170.0 631 150.7 027 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 027 156.3 606 67.9 927 158.3 895 75.4 827 959 927 1583 695 m U) 541n 170.0 797 170.0 612 151.5 BB9 170.0 691 1326 860 153.9 683 115.9 689 141.8 669 107.0 869 1]4.0 660 92.7 869 128.0 554 77.3 669 128.6 652 68.2 669 57.9 889 128.0 652 UJ O� Q CO 601n 143.2 146 157.6 634 119.4 746 132.3 620 102.3 716 1 M 608 89.5 746 107.8 599 79.6 746 101.0 692 71.8 746 e8.13 567 59.7 740 93.3 68] 51,1 746 93.3 583 44.6 740 93.3 593 � N � � s 63 In 123.7 617 132.0 679 103.1 071 1132 566 88.4 677 IODA 555 77.3 677 91.4 618 68.7 677 85.2 539 61.8 677 81.0 534 51.6 877 720 529 44.2 877 76.7 529 38.7 077 78.7 520 L•'- W J 66 in We 617 114.1 630 89.7 617 97.6 610 76.9 617 60.3 SOB 81.3 617 78.3 500 59.6 617 72.8 494 53.9 617 68.7 409 44.6 817 64.4 453 3B.4 817 63.7 482 33.6 611 83.7 482 (L 7 721n 62.9 Sig 57.1 450 69.1 516 74.2 440 59.2 518 85.2 432 51.6 518 -8 425 48.1 518 64.2 419 41.4 518 50.7 414 345 S76 40.9 400 29.0 518 45.0 405 26.9 518 45.0 405 Z 0 -j o� 781n 705 465 77.7 40fi 58.7 185 62.8 7911 50.3 185 54a. 1911 44.1 485 49.4 301 39.2 465 45.3 370 35.2 455 12.2 371 20.4 des J6.3 787 25.2 455 36.5 J6/ 72.0 185 ]83 583 jW 76 in 65.2 441 68.0 387 51.3 441 57.7 378 46.6 441 50.8 372 40.8 UI 45.4 366 35.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 319 23.3 111 33.1 346 20.4 441 327 345 BO in 42.4 332 43.6 295 35.4 332 31.0 289 30.3 332 32.3 284 26.5 332 26.6 260 23.6 332 28.1 276 11.2 332 24.1 272 17,7 332 21.3 266 15.2 332 19.6 262 13.3 332 10.7 260 Q o F o Q N 08� 35.0 201 35.9 200 29.1 291 30.3 258 25.0 291 28.4 252 21.0 281 23,5 2/B 19.1 791 223 244 17.5 201 19.5 711 Nae 201 17.1 238 12.5 201 15.8 232 Z 7 CD 1081n 21.8 230 25.1 705 20.6 230 11.1 205 17.5 230 15.3 201 16A 230 16.2 iBe 1"' X dI'ap4Z 00 O N7 7111n 22.8 218 23.1 107 i5B 218 19.1 194 18.2 218 16.8 191 14.1 210 14.9 180 LU 120 N 17.9 107 18.2 LU 170 14.9 iB7 15.3 107 x U N a 0 0 Q - n- z O SO TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapacity Table Ib9) ANCHOR CAP.,„,,,,,,r SUDslmta: 2.7k Ce(crele 3.yk Ceno. 1idf9x CMU Fated CMU PT Wood Melet MR..)X( }=ANCHOR CAP.,,, 5118'Eloo 1!d'S9 Eko 5116'Eko 114'SS Elca 910 Steel "1 Steel N12 SIM MULLION CAP, ,.... Anchor Clip Patterns Ar%hor type: 311.•Elw UlVecal 111•Eko Uluacon 3718'Eko UNecon 114'Elco UBrewn ) ) USE THIS FORMULA TO OBTAIN THE'ANCHOR UBmcon AggSS Ek lVElo ApQeOetor fitter{05)Screw{OS Screw IM Edge lWanoe(n) I. 2.112' 1' 2-112' 3-118' 1' 2.112' 1' 2-17 2- 3.11W Y 0.46• 1 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Em4.dmenl(N' 1-314' 1.14- 1.314' 1.14' Y 1.114' 1.114• 1414- 1-1/4' 1-114' 1-114' Y 1JIB' LVB' inks ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMrt 04.75•Min.QC./Steoderoor Cowl CIO(Fig.1k 39D@8 3130 Poe 45016. 89D Iba 1644 gas 27091. 28016. 35110. 7401b4 374Ibs 66415. 9481bs 341 lbs 1 4421bs 56010. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm@i.15'Min,O.C.I Slenderd(W Olbep Clip(Fig.21 400 IW 70D 1b. IVA NIA N/A WA 380 lbe WA NIA NIA IVA WA 662103 I e85tb, 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor.03'Min.O.O 1(2)2a5Angle Clip./(Fig,3k 780Ib5 780 The 68016. IWO t6. 1896164 540 lb. Seo lbs WA 7601b. 7481bs Bao B,s �4731bs a 662 A. 8851b. 1120169 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors Q 0.54-MN.O.C.I UL71p,Inta.100'At...(Fig,4r WA WA WA WA NIA WA WA WA NIA WA WA WA WA 951111, CAPACITY WHICH MAY BE USED TO QUALIFY I Anchorl F-aip(Fig.Sk 19576. 1959,6 225163 445W 8221be 1351bs 1401be 1771b. 37010, 1B71bs 332 ks 1TOIos 221 lbc 2B0IM ADDITIONALANCHOR OPTIONS FROMTHE 2 Anclw><s®1.15'MM.O.C.I F47q(Flp.O). 240 ke 350199 WA WA N/A WA 1BO lbs WA N!A WA WA 341 me 41216. SBO Ibs ANCHOR CAPACITY TABLE. nRoDUCTREVISSD at cold plying with Oho Florida Building Codc FIGURE 1: FIGURE 2: -1.250" AcmplaOn Date �OZ) TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 0 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. jail Dode lloduct 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \\\��`�C,.( 1,YNt•J /,�.��,', FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ,.a`',.•'�11;EIdS� r CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 1 N,51k705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -o•'. �] g 4b li j BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • • y 1� 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND '•. , .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL 125'X 3.25'X.100' • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -, 1110&#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. MULLION A.(J'.N MILLV ,P.E. • FL P.E.#58705 TABLE 10A Mullion CapacityTable(IbNRa) Opening Width(forvedica"palning millions)crOpening Haight(forheikotta*Spentdng millions) 50 in so In 70 in 50 In 9011 100 in 120 In 140n ISO in R4clargNar TroprTrixg. RKlangAw TiopRriing. Radangular Tmprrdang. Reclangulx TI,06 g. Rectangutar TIaPfT6.9. Raclengui r Treprrnmg. Rectangular Tmp7ria R9dan lar Tm ang. Rectan der Tr a d 126%326 Loading Loads Loads Laadin Lead' Laadin LOadng Lo"n Loads Londn Laadin loading Loed Leading Loa do Loafing LWding X.624 9 8 0 m8 9 P 9 9 9 np 0 d^9 8 9 Alum. Tutro r A• £ .�.. .� k'� .& �^ .F .5., .F .5., .S E_ .F .a S .E•. .S .L„ E 'S.- .� .&'.. .. 'E .. Mullion u` a€ v u@. g@. Y o� :@, u Co U S� u og a SS. 3 �� g E-E us 2 a 8 ?l� 04 _ ue u u" u' uo u u ` u v u" u uo e3e u u0. .5 In 1, g� `� �P s w � �< a i vp k& �I a�8 �€ �a �L E& �€ 8& se 8ce �� Via" �� �4 f� $z 0 I �r W 42111 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 92 170.0 506 INA 9 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1188 ITOD 621 170.0 1135 1700 621 170.0 1993 170.0 621 J 40 In 170.0 708 110.0 524 170.0 BSO 170.0 584 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 577 170.0 1417 1700 680 17DO 1700 170.0 680 159.7 1979 WOO 600 148.5 1979 170.0 690 J W 2 50.62511 170,0 74T 1700 563 110.0 096 1700 671 170.0 1046 170.0 606 170.0 1195 170.0 723 1700 1346 1700 747 170.0 1494 170.0 T66 170.0 1793 IIOD 756 1525 1877 170.0 756 133.5 1071 170.0 755 `G �� to win 170.0 797 170.0 612 170.0 956 170.0 691 113.0 1116 170.0 754 170.0 1276 1700 003 170.0 1174 170.0 877 170.0 1591 170.0 856 1S6.4 1759 170.0 661 134.1 1759 170.0 661 117.3 1759 170.0 O6t m p Gain 170.0 BBS 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 876 110.0 1417 170.0 9N 161.1 1511 170.0 996 145.0 1511 170.0 1013 120.8 1611 170.0 1063 107.6 1511 170.0 1063 90.6 1511 WOO 1061 Z) r/) J 63 in 170.0 970 1700 746 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1016 1792 1770 1700 1016 125.3 1750 164.0 1082 1014 1370 155.9 1072 99,5 nrD 1563 1070 70.3 1370 155.7 1070 LU m 661n 170.0 974 170.0 769 170.0 1169 170.0 907 MA INS 170.0 1002 136.2 1248 158.6 1013 121.1 INS 147.1 10DD 108.9 INS 139.0 989 90.8 1219 170.4 978 77.8 1248 129.0 975 68.1 1249 129.0 975 J 721n 167.0 1049 170.0 818 139.9 1049 150.2 892 119.9 1049 1721 875 104.9 1D49 119.1 NO 93.2 1049 109.7 840 83.9 149 1027 838 69.9 1049 94.7 825 69.9 1049 91.2 820 524 1049 91.1 820 J F N 0 76 in 111.7 971 149.1 822 118.9 947 126e 805 im.9 911 111.2 191 89.2 911 700.0 177 79.3 911 91.7 766 71.4 941 855 767 59.6 911 71.6 7U 61.0 911 id.0 737 44.6 911 73.3 536 J 0. Z TB in 132.0 841 137,6 783 110.0 894 116.9 761 91.7 091 102.4 753 82.6 894 91.9 740 17.3 891 81.1 730 66.0 894 70.7 721 65.0 894 70.7 707 1T.f 891 fi7.0 701 61.7 894 66.1 696 Q r 90 in 85.9 671 88.7 596 71.6 671 14.9 SBS 61.1 671 653 575 617 671 58.2 Sfi6 47.7 671 529 559 47.0 671 48.0 551 35.8 671 17.1 639 ]0.T 671 79.7 571 26.9 671 37.9 526 Z Q N O 961, 70.0 590 72.0 527 59.0 590 61A 51B 59.6 S90 53.4 S09 N.3 690 47.6 602 397 590 430 494 354 590 39.6 488 29.5 590 34.7 477 25.3 590 31.6 469 221 690 29.6 464 F0.-' x ca Z ~ 147 in 49.7 466 50.8 IN 4fA 466 428 114 36.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 331 20.7 466 23.5 382 17.0 466 212 775 15.5 466 We 370 fn 1111n 45.8 441 46.7 400 382 N1 39.7 393 32.7 441 71.7 387 285 d/1 30.2 782 254 441 27.2 376 22.9 441 24.9 372 19.1 441 21.6 363 IGA 441 19.3 756 14.7 441 17.6 351 W 4h 120 in ]fi.3 316 36.9 744 702 378 31.0 339 25.9 376 26.9 334 22.7 378 23.7 329 20.1 770 2L3 315 18.1 378 19.5 321 15.1 376 16.7 314 x y 1441n 21.0 262 21.2 N2 17.6 262 VA 239 15.0 262 15.3 23fi U N Q -.W TABLE 108 AnchorCepacity Table(Ibe) ANCHOR CAPACITY ADJUSTMENT FORMULA; ai S.WIMIe (ANCHOR CAP-'-'-)=ANCHOR CAP... . . Ae (D )X o � � 5l1a F3c0 114•5S FJlo 5't 6•Eko 7/4'99 EI[o ata Slod 312 Blcel #12 Steal MULLION CAP.,,,,,,_ AnchorCll Petteme 7vXUor7ype 31taEh0lJatttm N4•EkoUnmcon unmet, 3I7aFJc0Ue7ocm 1/4'Eta Uemcon ( USE THIS FORMULA TO OBTAIN THE"ANCHOR P AWaGEx UOmcm Ar SS lar utO (ff)Sew(GS) Screw 05) Ed¢DW=e On) 1" 2-177 1' 2-112' 3.716' 1• 2-112 1• 2-11Z 2' 3.118' 7 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedna t n 1314" 1 N4• 1314• 1x74• z 1-114' 1-114• 1.114• 1-1ie' 1-1/4• 1-114• T I.M. lata Vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambom@475'MIR O.C.f Startled or OnGet Ctlp(Flg.IT 300 IbS SOD ft 4501bS BDOIbS 164110. 270 ms 200106 35410. 7401Ds 374 Its fist Its M6-IM 31115s 442 bs 5501a OPENING,WHEN IT 15 LOWER THAN THE MULLION 4 Atttws @ 1.15'MIA O.0/SIBfldard(arabeO Ctlp(Flg Z) 48013 700 Oa 141A WA NIA NIA 360 Ra NIA WA NIA WA WA 682673 Gas b6 11201a CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archm®a Mn.O.C.f(1)2x5 Arg1eC0ps I(Flg 37 78D Ibs 780 WS 680 lag 156010. 58M lbs 5101M 660 I NIA 76010. 748 IM NO" 18921a 682Ws 06513 112D as MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arctnrs®0.51'Mn.O.C.1 UC2p•1110.10'ABrm.fig.47 NIA WA NIA WA NfA NIA WA NIA WA NIA WA WA N/A WA 850 g0. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aner"I F-C (Flg ST 105!os 195014 225 09 4Ra 1451M 62213510.! 01DO 187 W 332 s 13 47313 170219 221 Re 2601111 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arcrcn®1.16'MIn O.C.l F-0p(Flg 21000141A 141A1A WA NIA NIA 140 Rs 17713 377g01a NIA WA NIA WA WA 34113 1 442 Ms f.601a ANCHOR CAPACITY TABLE. nROOUar REVISED u9c 11ptyin8 with Ihn 1`104542 FIGURE I: FIGURE 2: Acce7Nance NO Sto'621$,IS^j TABLE NOTES: t6l� Ex imlion Datc 7 • • • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Atiam'Dade pmd&-ct Coatr 111111!11! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. �J FIGURE 3: :•.�Qh..•.•.••..�L4on�ii 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •�''..•'' GEIJ S�• I ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3 CLIP MUST r Fe 0 1 E BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5870.5 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :•G- Q- L"6' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL (,/ p FIGURE 4: FIGURE 5: FIGURE fi: 4" •)) (. '- _lyj:� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •)�� Sri T'" • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ; P '•. 1`7 ORtph.•' ( � .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL 'i��,Q,..•"•.•• ;\-` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION III' 1 A.LYNNINfILLR,P.E. FL P.E.#58705 TABLE 11A an Mullion Capacity Table pballt°) OpeninglAldlh(Torvedicaty-sperwngml6ions)orOpenlnp lorhodzorla"panNngmtllionms 60 in 60 in 70 in BO in 90 in 11 1 100 in I 1201n 140 in Min 1$6x3.84 Recten9uldr Trap'7rleng. Rldeogula TmpIFM.g. RactenguW TrapTdang. Raateng4t. Traprrrieng. RactangWar Trap/Ki7O enanguIv Traprrdang. RaaanDWar -prrdang. RectangWar TfW1I ng. [f Loadin Load' Lwdin La mi' Lwdln Loedi Loa& Loadl Lw R %.824 9 ,ng D 8 9 n0 n8 1p Sup LeaLwdng LOa6ng Lording loading loa8'ng Lwting Laeding Syr Alum.TubaS� .. .dam.-- E ,. .� .E., 's E5 E.. E '9 'fi_ �.. S Mullion a �a A� a :@ s :� g€ :� a �� s� �- N 1 a �> � ' Fe r z PE t/ .0 620 1700 435 170.0 744 1700 470 170.0 268 170.0 506 170,0 992 170.0 619 170.0 MG 170.0 tT0.0 170.0 621 INA 1175 170.0 621 170.0 1983 170,0 521 J ui W 48in 0.0 700 170.0 524 170.0 850 170.1) 584 170.0 992 1TO-D 630 170.0 1137 170-0 661 170,0 1275 170.0 617 170.0 1417 770.0 sea 170.0 1700 ;gmo 170.0 19133 170.0 680 170.0 2%T 170.0 600 .625 in 170,0 TIT 17a.0 963 170.0 996 170.0 531 170.0 1046 170.0 684 170.0 1195 1700 723 110.0 1345 1700 747 756 170.0 1793 170.0 766 170.0 2092 1710 756 170.0 2391 110.0 756 C) i 541n 110.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 751 INA 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1917 110.0 861 170.0 2231 170.0 861 160.2 2407 170.0 061 m O O 1)0 in 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 970 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 1700 1073 170.0 2125 170.0 1063 110.7 2163 170.0 1067 129.8 2167 170.0 tOW f7-- U rD J 63in 170.0 930 170.0 74S 1700 1116 170.0 850 170.0 1302 170.0 940 170.0 1400 170.0 1015 170.0 1673 170.0 1076 110.0 1659 170.0 1122 156.9 2060 170.0 1169 134.6 2060 1700 1171 117.7 2060 170.0 1171 cL LU m 66 in 110.0 974 17D.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 1086 170.0 1753 170.0 1155 110.0 1948 170.0 1210 143.0 19% 170.0 1275 1226 1966 170.0 12% 107.2 1958 170.0 1286 U)g m 121n 170.0 1063 17D.D 870 170.0 1276 170.0 1009 110.0 1488 170.0 1176 170.0 1700 170.0 1228 154.1 1734 170-0 1315 138.1 1734 169.8 1.6 116.6 1734 155.9 1364 99.1 1774 160A 1352 66.7 1734 1601 1352 _0 76 In 170.0 1122 110.0 937 170.0 1346 170.0 ID80 168.5 1556 170.0 1209 147.4 1656 166.2 1285 131.1 1556 1515 1266 117-9 1556 141.3 1251 98.3 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 78 in 170.0 1151 170.0 %7 110.0 1781 170.0 1116 155.9 1177 169.3 1215 13fi.1 1417 1520 1221 121.2 1477 139.1 1206 109.1 1477 129.5 1191 %.9 1177 116.9 1169 77.9 1171 110.8 1158 68.2 1111 109.3 1151 ZZ zz 901n :8-2.2 1110 146.6 986 1181 1110 123.9 960 101.5 1110 107.9 961 Be.e 1110 96.7 936 78.9 1110 07.5 922 71.0 1110 00.7 910 59.2 1110 71.7 091 50.7 1110 696 e7B d4./ 1110 62.7 870 r N Q N p Z %in 975 1203 872 97.5 975 101.5 056 67.6 975 08.3 042 772 975 79.fi 829 65.0 915 71.2 817 50.5 976 65.1 001 40.0 976 67.1 709 17.9 975 527 716 36.6 916 19.3 767 x-,Z W O tea in 111 04.0 6% fi0.5 771 70.7 685 58.7 771 61.3 674 51A 771 61.7 661 45.7 771 49.0 655 41,1 771 11.9 611 713 711 ]13.9 672 29A 711 75.0 621 25.7 771 32.4 612 IJ3Wg t0111 in 730 71.7 661 63.1 170 65.0 650 64.1 130 66.3 640 47.7 730 49.9 631 12.1 730 4550 622 77.9 770 11.1 611 31.5 770 35.6 600 27.0 770 31.9 689 27.7 730 29.5 581 W M120 in 624 61.0 569 49.9 624 512 SW 12.8 624 11.7 552 37.5 624 79.2 540 3).7 621 75.3 677 30.0 624 37.2 571 25.0 624 27.7 519 Z1A 621 24.fi 509 10.1 624 22.5 501 Of x144 In 133 35.1 400 20.9 433 29.1 3 22/.8 d7] 25A 390 21.7 137 22.4 705 19.1 13] 20.0 ]1)l 17.7 477 102 376 (� N Q O O Q r Z m to TABLE 11 B ' O a0 AnchorCapaclty Table(1bs) ANCHOR CAPACITY ADJUSTMENT FORMULA: y It;W ANCHORCAP._._ F x I Sulairalt 21xCorcrete aBkcmt Holm CMIJ I'MedCMU PT Wood maim (DP,)X( )=ANCHORCAP_ lli•Elco 1/4'95 Ek0 Sll6-Eko 11a•SS EIto a106ted e/2Sleel 112 Sled MULLION CAP.,�,,,�,a Anehor Cllp Pettem/ Anclrarype� aryS Euo Unrxm yr Fxoun7aaon UN4con yt6•Eko Unman yr Elco Unum Agg�ga Ulmcm AWrecda SEnm(M)Scrcw(G5) SLIM(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge psle7xe n 11 2.1/7 1• 2.112 3-119• 1• 2-11T t• 2-112 z• sv8• T 0.49• 0.54• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN EfMe00e11 n 1314• 1.17x• 13/4' 13/7 Y 1-114' 1-ifr 1-1/d• 1-111 i-1!d' 1-117 2 taxa• 14444• sales ACTUAL PRESSURE REQUIREMENT FOR THE ft4Amr-mm 5 MC./Gla7d=vMetC 9t 390 bs 3901rc 45501as 900 Irc te44 bs ala ms z9D xa 3s4 ms T41)1m 3741Ds 664 M. 946 Me 341 ins a42M 560 OPENING,WHEN IT IS LOWERTHAN THE MULLION t... SlanmN ar.W COP(67q 480 lbs Ra NIA W IA WA 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED rp as leo lbs leo lba �D bs 15Ea ka teesIM 540Im 5Wita N/A 1601os 74eM aeD bs teg2lw wztas ass ora 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR U4:U,1nto.100r Ah7m 4X NIA WA N/A WA N/A 111.0 IllA NIA WA WA WA WA NIA WA 1267 na CAPACITY WHICH MAY BE USED TO QUALIFY f AmhDr/FC6p g$ 105 lbs 196 Ra 275Ibs 4451 UMS 1401)s 177IW 370IDs 187 bs aa2lra 473IOs 170 Ms 221 lba zea na ADDITIONAL ANCHOR OPTIONS FROM THE 1.IVWn.O.CIFCtl 067 2q IM 350107 N/A WA NIA N/A 1901x6 WA WA NIA WA WA 341109 442 be 560 bs ANCHOR CAPACITY TABLE. PRODUCT REVISED w complying with ft Fforf& -1.250'- Building Code FIGURE 1: FIGURE 2: Acmp(y,wNo SCc-o$IS•o'� TABLE NOTES: Expila'on Dale GLE • • • • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By Dada Pmduel By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .111 I I I l I l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�� FIGURE 3: 3.94' .� i:;i;IJ?F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `•t\' - " BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, `'+' Nn.50705 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -G- f GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -''3 � O�i _1�� � f:!- FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE rq :STI\Tf QI fp • 6063•T5ANDBEAMINIMUM OFA00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _62�4" ,��,'•,./LGR701`.• Cl•' .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL - 'i�•ss i't n;.1',\ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 1.25'X 3.94'X.824° A.LYNN MILL tR,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Iballlz Opening Width(for vertically-spanning mullions)or Opening Height(for hori2oMetlyspanni g muillons) vl Y 601n 60 in 701n So h Bain 1001n 120 In Me In 160 Ln Raclangalar T1aprrderp. Raclengular Tropmlan9 Raolan9uter Trey0lang. RWangdu Trepfrdong. RBclargular TwfTdeng. Reclmp+ier Tmprrdeng. Reotangder Trap?dang. Real War TY. ng. ReclangWar Tlaplydang. ¢� 0 2X4 X.26 Ld�ng Loading Laadng Loading loafing Loading Loafing Laadng Loading Laodlg Loading Loafing Loading loading Loafing Loading Loafing Loading ,L Atum.Tube a •� €_ ',. � ,. .g � F �• r F F _ .F F g>? a- as a ae a a s a s 81 a 119 119CN B£ e� ag bE €� $ §� F §� i eI $ 13 63 s .9 s sa s oc 5 s s z s s s s s rc Z h - 421n 170.01 620 Wag 435 170.0 744 1 170.01 478 170.0 Me 170.0 506 170.0 992 170.0 518 170.0 1116 Woo 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 NO 170.0 521 Q W 40n 170.0 708 170.0 524 170.0 050 170.0 561 170,0 992 170.0 630 170.0 1133 170.0 681 170.11 1275 170.0 677 170.11 1417 170.0 660 170.0 1700 170.0 880 170,0 1983 170.0 880 170.0 2267 170.0 860 J W 50.625In 170.0 747 170.0 563 170.0 896 1140 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 Woo 756 170.0 1793 170.0 756 170.0 2D92 170,0 756 170.0 2391 170.0 756 � -a 541n 170.0 797 170.0 812 170.0 956 170.0 861 170.0 1118 170.0 754 170.0 1276 170.0 No 170.0 1434 170.0 837 170.0 16M 170.0 856 170A 1913 170.0 861 170.0 2231 170.0 861 170.0 25M 170.0 861 W p O 60 in 170,0 885 170.0 701 170.0 1003 170.0 797 170.0 1240 170,0 878 170.0 1417 170,0 9N 170.0 1594 1740 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 110.0 1063 180.6 2880 170.0 1003 63 b 170.0 SW 170.0 745 170.0 1116 170.0 B5a 170.0 1302 170.0 040 170.0 1488 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 1171 J 661n 170.0 674 170.0 789 170.0 1169 1700 90] 17D.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170,0 1048 170.0 1210 170.0 2338 170.0 1275 161.9 2437 170.0 1286 1129 2437 170.0 1255 an � m 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1488 1740 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1180 124.0 2184 170.0 1520 100.2 2184 170.0 1530 z w z 761n 170.0 1122 170.0 937 170.0 1348 170,0 1000 170.0 1670 170.0 1209 170.0 1784 170.0 1122 1841 1960 170,0 1421 146.0 1960 170.0 1505 123.8 1960 181.8 15111 106.1 1960 164.0 1635 929 1880 152.7 1531 � a L u �Z M 781n 170.0 1151 170.0 967 170.0 1361 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1881 170.0 1474 137.4 1681 183.1 1600 114.5 1681 147.3 1473 88.2 1861 139.6 1459 95.9 1881 137.6 1454 Q 052 6 r � 00 in 170.0 1328 170.0 1144 149.1 1398 150.0 1218 127.8 1398 1340 1198 111.8 1390 121.3 1179 99.4 1398 110.2 1162 89.5 139a 101.8 1147 74.6 1398 89.5 1122 83.9 1398 827 1105 65.0 1398 70.9 1098 z J a- J Q geln 117.4 1279 151.5 1098 122.9 1220 127,6 1079 106.3 1228 111.2 feel 02. 1228 Ba.9 1044 61.9 1229 69.6 1029 73.7 1229 62,4 1018 61.4 1229 72.2 093 52,7 1239 eS.B 877 46.1 1228 62.1 967 Z o 1081n 103.5 971 105.0 877 06.1 971 60.0 882 74.0 975 77.2 049 64.7 971 68.4 837 67.6 071 fi1,6 875 61.0 971 66.6 015 47.1 871 49.0 796 31.0 971 41.8 7ffi 12,1 971 10.6 771 rn N N � 1111n 05.4 019 97.3 832 79.5 919 81.8 616 08.1 919 70.9 We 69. BI9 62,9 784 53.0 019 56,7 784 17.7 819 51.6 774 SB.7 919 44.8 758 31.1 016 40.2 742 28.8 816 17.1 712 LU X 120 h 75.6 786 76.8 716 62-8 788 64.5 705 53.9 768 55.8 695 47.2 788 444 688 41.8 788 34.1 677 77.7 768 446 886 31.6 706 34.9 853 27.0 768 31.0 611 23.8 788 28.4 631 It 0) 144 In 43.7 548 46.2 601 16.4 516 17.8 488 31.2 11. 11,9 491 27.3 646 28.2 466 24.3 616 26.1 478 21.8 648 229 474 18.2 548 18.6 484 15.6 548 17.2 155 11.7 516 16.6 418 X BL 2 ANCHOR CAPACITY ADJUSTMENT FORMULA: 04 Z N Anchor Ce achy Table(lbs) ANCHOR CAP.,,,,,,,,, Sub.Vale 2.7k Co fate 3.6k CaK. Honow CMU FVLd CMU PTWD0d Metal (DP„,)X( )=ANCHOR CAP.,,, N14NAWS 11d•SS FJca H16•Eko V4•BS EIM filo sled 012 Sled 012 Steel MULLION CAP.,..,,,,,, ArKlwr Type 3116'Elto UOrson tld Elco 11flr4C0A3116'Elco Ug ac on V41 Ek Anehor Cllp Patterns Aggecaor uamcon AtpreGaly Serew(ca)Serer(GS) Serer(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E oslarce n 1• 2-112.' t• 2-112 t' 2-v2 1• 2-t/2 2 Sva 2• 0.40• 0.54' 11.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embeoned Bn 1-314' IsYP 1314' tarr1-v4• t-v4' 1.114• 1-114• 1-114• 1-1/4• 2 I-YB' tare• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2A7 hDrS 476'Min O.C./Standav 0101 l CI 111 390 lbs 381116. 1150 bs 6DO Its 7701bs 280 Its 354 ars 740105 374 bs 8641ra 946 fls 341165 4421te 560 Drs OPENING,W HEN IT IS LOWER THAN THE MULLION 4 AKi1on 2W'Mn O.C./SlarMard gI1e1 9 M" 740 W. Gm lbs 1465108 NIA 500 oa IVA C951D5 NIA We Ibs WA 682ms bas lbs 1120165 CAPACITY(FROM THE TABLE)OF THE SELECTED6Arcbaa 1.71'Min O.C./Slar�id of O0sel Cl 685 flog 0501 7581bs 1946105H/A 705 gs N/A 7a9lbs N/A WA WA 10221t6 1327106 16WIts MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amron 7MIn,O.C./ 215A W sI 780 to$ 7 is 6001bs 1560106 Obs NoIDS WA 760115 748109 080lbs 1892 be 682bs ee5 los 1120105 CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcrol9 3'MIn.O.QI 2t5A 1eC / 1170 bs 1170Ba 1020M 2340108 8 s WIG WA 1140105 1122119 1327105 2880611 102210. 1327165 im)ba ADDITIONAL ANCHOR OPTIONS FROM THE 3Amhom 1.34'Mtn.O.C.I UC ,Into.129-Aim HIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE. 6Arc1on 0.61•Mh.O.CIUCI In(OAWANm. .8 NIA WA INA IVA NIA WA WA N/A WA NIA WA WA WA WA 21 AS PRODUCT REVISED 2 Amlam 268"MIA 0.C2 FC WD MS 370105 315be 743166 712108 WA 260106 NIA 348105 IIIA 44010s WA 341 bs A421m 66096 w complying with"Ftorik 3A.Ws 1.71•MIn.O.C./F-C (Fg.to 443 bs 525108 376Ios 673346 NIA NIA 353165 NIA 399115 NIA WA WA 51744 WA D6 840 RB AcD..pwing Coda %G-•DZ38.0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Acceptance 130 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. E'.xpimti Date /5641 FIGURE I: FIGURE2: FIGURE 3: FIGURE4: By • • • • • • • TABLE NOTES: 2.000• Mianr On,product Caa 1111111111/1/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR /g1f ``� O��( - 1 r•I • • • • • GENERAL INSTALLATION METHODS. `::,.••11C,ErISr.' �F�Q FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.3)MULLIONAND MULLION CLIPS ' • • • • TTI •2�„ 4.000' No.537U`i • • • • � THE FIELD LOCATIONS. DIMENSIONALESRICT3H IONS SHOWN ON SHEETS 21- .FIGURES OW SUGGESTED,APPROXIMATE E HOLE LOC :•1.4.- f. FIGURE 7: FIGURER: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT /.•-� •c)OR1G r:••'•(j -` •' • • (FIGURES 5116) (CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��``s. ..••.•••' .'�a\� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2'X4'X.25'MULLION fl • 1N PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-11S.S.OR 410 S.S. A. P.E. FL P.E.#11115 TABLE 13A Mullion Capacity Table Ib5/R2 Opening Width(for•artitelViipanni g mU0ons)or Opening Height(for horiznri°y-sperving mullions) 501n 601n 7o In 8091Goln t001n 1201n 1401. IW Raclen ar Tr gW prT g 9° epR puler TrvplrAeng. ftxlengular TreplTdang. Reclengder Ire ng. Rectangular repMang. Ractanguler Trap/Tdeng. Rectsngular Trep7Tderg. p O gd epRAanp. Recten er Tra dan. Batten ler Tr deng. Raclan pfTde Reclen ler T 2 x 6 x.26 leading Loedlg Loaaing LoadnO Laadng Loedtg loafing Loedm9 Loading Landing Loafing Lowing Loading Laadng Lowing Lowing Lowing Lowing a Alum.Tube p '... p _ x .- ?' $ -.. a a r n '� �" �' '� p jell Mullion °"' m .. v.. A a A o-' m 9 a s �� o� a � a N a� a � 9 Z3 a �G S a ao 5 a sz a �a a s 3 a 4$ a 04 aaR B ae �a� fg � � se Xrc s� � �� rc g �rc x d�� dp �� anR CD U) I- x�e d� s W 421" 170.0 820 170.01 475 170.0 744 170.0 178 170,0 888 1170.0 608 170.0 982 1170.0 SIB 170,0 1118 170.0 621 170.0 1210 170.0 521 170.0 1488 1170.0 521 170.0 1735 170.0 521 170.0 1083 170.01 521 O 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 BD2 170.0 630 170.0 1133 170,0 881 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 17DO 170.0 880 170.0 1083 170A 880 170.0 2287 170.0 650 J W 50.62511 170.0 747 170.0 583 170,0 898 170.0 63f 170.0 1018 170.0 684 170.0 1185 170.0 723 170,0 1345 170.0 747 170.0 1494 Val) 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 758 2 m In 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 ISIS 170.0 754 170.0 1215 170.1) 803 170.0 1434 170.0 937 170.0 1591 170.0 856 170.0 1913 170.0 BB1 170.0 2231 170.0 881 170.0 2550 170.0 881 m O 80 h 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1594 170.0 BBB 170.0 1771 170.0 1033 170.0 2125 170,0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1063 Z) � W 531n 170.0 830 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 1468 170.0 1015 170.0 1673 170.0 1078 170.0 1858 170.0 1122 170.0 2231 170.0 1169 USA 2503 170.0 1171 170.0 2075 170.0 1171 {{{�y 661n 170.0 974 170.0 789 170.0 1109 170.0 903 170.0 1384 Wall 1002 170.0 1555 17110 1080 Vol) 1753 170.0 1155 170.0 1818 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1258 170.0 3117 170.0 12M Z 6 m � O T1h 170.0 1063 170.0 875 170.0 1275 170.0 1009 170.0 1456 170.0 1126 170.0 1700 170,0 1225 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1528 170.0 3100 170.0 1530 W nW ® 7611 170.0 1122 170.0 937 170.0 1348 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 2892 170.0 1828 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J Q S Z f 76In 170.0 1151 170.0 067 170.0 1381 170.0 1110 110.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170,0 2302 170.0 1564 USIA 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3893 170.0 1798 Q J Q 7) Z N O OD 170.0 1328 170.0 1114 170.0 4594 170.0 1326 170.0 1858 170.0 1486 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2&58 170.0 1818 170.0 3186 170.0 2125 156.0 3413 170.0 2273 138.5 7413 170,0 2761 Z 961" 170.0 1117 170.0 1232 170.0 1700 170.0 1434 170.0 1967 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3189 170.0 2378 137.1 7108 188.8 2470 120.0 3199 158.1 2428 1061" 170.0 1594 170,0 1409 170.0 1813 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2075 164.6 2781 170.0 2271 148.3 2781 161.0 231 123.8 2781 140.4 2251 105.0 2781 126.0 2234 92.7 2781 116.0 2100 fJ) N ry p< 111 In 170,0 1838 170.0 1461 170.0 1888 170.0 1700 170.0 2293 170.0 1832 170.0 2021 170.0 2148 151.8 2032 1823 2245 138.6 2832 148.4 2210 113.8 2872 128.4 2108 87.6 2&72 115.1 2126 85.4 2871 108.3 2088 Of to X r� 1201" 170.0 1771 170.0 1588 170.0 2125 170.0 1859 154.4 2252 159.8 1891 135.1 2252 141.4 1981 120.1 2252 1272 1938 100.1 2252 118.1 1815 00.1 2252 89.8 1872 77,2 2252 88.9 1535 VA 2252 91.4 1808 � X Q 144 In 125.1 1584 128.8 1445 504.3 1584 108.1 1425 89.4 1584 81.6 1407 78.2 1664 60.7 1380 69.5 1564 723 1373 112.8 1564 65.7 1358 521 1564 58.0 1330 44.7 1564 492 1305 39.1 1584 44.4 1283 Q N Z 110�0�n TnANCHOR CAPACITY ADJUSTMENT FORMULA: a Anchor Ca act Table Ibe .,m,,,,,,, suhanalo: 2.7M CO re(e 3.5X CW. Holow CMU Filed CMU PT Wood Metal (DP,)X( )=ANCHOR CAP_ &1B'Eko 1/4'SS Ek9 5/16'Elco 177 SSElco 010Sted tll2 steel #12 Steel MULLION CAP.„,,,,, Arolnr Type: 3116'Eko Ullrxon 1146 Elco UlVxon UiU.- 3H6'Eko lN6aaon 1fd'Eke Ul6ecan ApgmGelor thtmcan Agii.G.tor S.-(G5)Se (GS) Se (G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Ed2e Dlalenco(in): 1' 2-17 r 1 2-1rs• 3-11e• r 2-1rs- r zan• 2• 7.1/8' r D.aa• 1 0s4^ 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Sir): 1.314• 1-3/4' 1010' 1.314' r 1.114' 1.1/4• 1.114- 1-114' 1-1/4' 1.114- r 1016• faze• n. ACTUAL PRESSURE REQUIREMENT FOR THE 2Arehom 0 4.75*Min.O.C./Standard m Offset Clip(Fig-1&2. 3909» 39D IM 45009 890 lbs 164405 2701M 2801M 354 bs 7401b5 374Ib4 6841M 9481b4 34111 4421M 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhm 0 4.69'Mtn.O.C.I Slendsid forOlbel)CO .3: 78000 7601M 900TH ItSOTH 323205 5400a 560 We 708 IM 14801M 7481bs 1272 IM 18921M 6821M 8851M 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED SAW-A 1.71'MIn,O.C.I StaMxdorOlfeI CII F .4. 11801bs 14001M 1010Ibs 25951bs WA WA 9401M WA 10851M WA WA WA 1363 a4 1770 E• 2240 b: MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AndW Min.O.C./ 245 Anpla aids r ft.5: 7801M 760 be _M Ibis 1560169 1898 The 5401bs 560 lb. WA 76024 7481M 0801M 1892165 682 In 885 IM 1 1121 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchus 3'Min.O.C./(22KS Angle Alps/(Fig.Bk 1580lb5 1500 lbs 1360160 31201M 3792 lbs 1680 bs 11200, NIA 15201M 1496 IM 1760TH 3784 lbs 13031M 17701M 22401M ADDITIONAL ANCHOR OPTIONS FROM THE 21VMa iO.C.! WAW. / '.7 1660 Ibs 21001M 14401M 3780IM WA WA 1310 bs WA 15001M WA WA WA 20450s 265700 Ibs. ANCHOR CAPACITY TABLE. PRODUCI'REVISBD 4 Arobors Arohaa 1.34•Mtn.O.C.I U-0no.Into.125'Alum.Fla.11): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301M m complying with Ow FlOridis 9 Anthem 0 0.64•Min.O.C.I U-0jp,Into 125m Alum.(Fig.9): NIA WA WA WA WA WA WA WA WA WA WA WA WA NIA 28810, h-2.000"--i Buildb%Cade / 2AWOM 4.6e'Mn.O.CIF F .10: 3000, 3901bs 450TH B901b. 1B181bs 21OW 2601M 3541M 7401b. 374TH 6361M 9d8 Es 3411bs M21M 569 IM - Accep0utce 780 t6-�1a.03 4 A,.h.. 1.71'Min.O.CJ F-Oi .11: 5901M 700TH 5050, 12081ba WA WA 4701ba WA 53309 WA WA WA 682W 885TH 11200, 250, P. imlio Dale �/f,' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY Alum a t'7odlcl' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE t0: FIGURE it: 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. L. o • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ,� `;G':rlSt; • • •. • 8.000" • • • • • .. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS - I.Ir;.58705 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE v4 DD l.rr` • • • • • • • • CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' L/ FIGURES ) i ,,,AT;,OF ( CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED U � ' • • • • • • • • 5.7) ( ) '�?.•'•..•;ZOR10;.•',,(j;- MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1•, ',4., THICK-STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO _ , 1/ • • • • • • • • USED IN 1;,,O(J�•� 4I; PAIRS. BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6"X.25' A.LYt^1N• P.E. THREADS BEYOND THE MATERIAL.910&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ® � W Mullion Capacity Table IbstO g �j( OpenIngWldth(for verdcallyspanrlrgmulilons)orOpeningHelght(for hodzonfelly-spalrtlgmlllloris) 60 in 60 in 701n 801n 901n 100 in 120In 1401n 160 In O Rectangulm Treprrdarg. Raclalgolal Treprr0ang Reclerguiar 7rep7Trf Redargular Trap'Tdarg. IlWangular Traprrdan9. Reclargular Treprrdarg. Rectangular TreprTdang. Rectangular Tmp1Tdarg. Rectangular TraWdnng � 1.28••x 217" L9a41np Lading Loading Loading LoadwV .1rg Loading Loading loar8lg L.edrg Loading loadag Load'ng Load/ng Loa.Yg Loading Loading Loading ox U x.126'•AlumLID �{t. p t$' _ Pa ., �sg �$j' - A. Aag• 'fig.. •' `' Tube Mull iSg ��• 8 iii SSS 7S 1�� � 0 ��' tT 6` �` 0 �• t9 0` LL 421n 144,21 526 167.0 428 120.2 526 148.9 419 103.0 528 13&9 414 901 526 134.8 411 60.1 526 134.1 411 721 S28 134.1 411 60.1 528 134.1 1 411 51.5 1 526 134.11 411 1 45.1 1 526 134.1 411 0 W 481n 906 403 10&0 333 80.5 403 94.7 325 69.0 403 88.4 320 60.4 403 9L4 317 537 403 79.1 315 4&3 403 78.6 314 40.3 403 78.6 314 34.6 403 78.6 314 30.2 403 78,8 314 J W 60.6251n 82J 36'1 91.0 301 8&8 362 7fl3 294 68.8 3671 71.9 289 51.6 382 67.2 286 457 362 &1.8 284 -01.2 3821 63.6 283 36.3 362 63.5 293 29.4 36Z 63.6 283 267 362 63.5 283 m N o 6414 67,5 318 74.1 267 586 318 642 261 46.5 318 67.7 266 424 319 63.5 263 37.7 318 60.8 250 339 318 49.5 249 28.3 3t8 49.1 248 24.2 318 48.1r16-6 2t.2 318 49,1 248 m C 601n 49.5 256 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 24.7 253 33.4 203 20.6 259 32.2 201 17.7 268 32.2 16.6 258 322 201 Z) U Ip _ 63 N 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 28.7 234 31.0 189 23.7 234 29.4 186 21.1 234 2&0 154 17.8 234 28.8 163 15.3 234 265 13.4 234 26.5 193 Ili mN 37.2 Z13 39.4 j83 37.0 213 33.7 179 205 213 28,8 176 23.2 213 27.0 173 20,6 273 25.1 170 18.8 253 237 189 15.5 Z13 712 167 13.3 213 720 11.6 213 71,0 168 Z (n m 7214 26.8 179 301 155 73.9 179 258 152 204 179 716 149 17.9 178 20.3 147 158 179 18.7 145 J z yy 76 N 24.3 181 25.4 140 20.3 161 21.6 137 t7.4 161 tg.o 135 15.2 161 17.0 133 J 7814 225 152 24.6 133 1&8 M2 10.9 131 16.1 162 t7.5 128 Q V E 149 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q ` Z N Anch or Capsclty Table Obs) F.. X- o p (OP..)X yy ao s.,... aLftimle 2.7k Cmcrele 16A Cmc. 14011-CMU FI9ed CMU PTWoo. metal ( )X( )=ANCHOR CAP.,,, fn �r6 B lY16•E1co 1111r-E101.111 E110 1r4'SSEkO 111051od M72S1®1 N12 Simi MULLION CAP.,„,,.,,,, co Anchor Type 3116'Eko UlOazm IWEIcounmon 3116'EIc.UR.Cm IIVEk.Ultrdcm N Anchor Clip Patterns Unr4cm AggmGalor U11mon AgpeGator Screw(C6)Scree,(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Y Y Ecb0 olslarce n7 r z-1/C r 2-12' 3118• r 2.12• r z-vr r 3-v8• 2as4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U) Emseenml(N 13&4• 1374• 13&4' 1.wr 7 1-trd• 1-v4• +-v4• 1-v4• 1-174• 1-u 4• 2' 13ra• 13+8• +ales ACTUAL PRESSURE REQUIREMENT FOR THE U a 4Nx1G(9 3'M45.G.C.r 2o6A m / 1' 780101 70010s 680100 15mms 1896 IM 540MS Ia016S WA 76010s 74a Ra 6681os 18921[8 6821os 0&5� 1430 Ins OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED g mO MULLION.IT WILL YIELD A MINIMUM ANCHOR gg 0 m� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f---1.266' ?ROiyUCT RBVISED us complying.11h Ne FloriBs 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 13uiid'05g Cod. ��oOZ1� t7 FIGURE 1: Acaplancc I. 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Czpiration Dale HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• BY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Mi Dadehoduct ANGLE CLIP MUST BE USED IN PAIRS. L -.125' '+l 1 I I r r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \ ;yi`I i•J�// CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ;� +0��,.•••••.•., YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.125' I �_�-,•'�tOF''�tiE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125'MULLION R�•' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =is N;r,[i8'705 THE MATERIAL,N10&N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYf WMILLtg,P.E. FL P.E.#58705 TABLE 15A Mullion Capacity Table(Ills/le) � Opening Width(for%er8rslly-spann rg millions)orOp•ning Height(for hodwrlally-sparrirg mUliiorls) 50 In 60 h 7014 W In ea In 100 h 120 h NON 1601. O Rectangular Treprrdan8• Rectanular TWdmV. Reclangufer TrapRdang. RectanGum TwrTdeng. Redeem Troprnfrmg. RedengdeI Tmp/rdang. Rectanauler TrepTleng, Reclengular Trap/rdana. ReclwgW Tr4prnt-g, y 3.26•'30 Loam Loadrg Loadng W.dng Loading Loadng l.,,rg Loading Wading Loaft Lwdng Loading L.oft Lwdng Losdn9 I-wdna Wsdna lxiadng g'x LWj DEG.AL .,. r - D ,• r r r p p r .� a_ L- _ r "�• r r r .F_ .F_ r BAY MULL �c � g �,. �.-, y.-. g.-, e.. � m.-. 8 v,. 8 � � $ �,. �.-. •�'., o $^w N c9_ 3E �E 3 u$ u 8$ � u$ � c9$ 3 B d c� c� SB u 3 � S$ 6 ua M c1$ g 21 88 z 42 iI 170.0 820 170.0 q5 170.0 744 170.0 470 170.0 BBB 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 IT0.0 521 170.0 1488 170.0 521 170.0 I7J6 170.0 621 140,1 1740 170.0 $21 J W 1111 170.0 708 170.0 6TA 170.0 850 170.0 5& 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 1571 170.0 680 130.5 1672 170.0 660 114.2 1522 170.0 68a N 50.6261n 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1018 170.0 ego 170.0 1195 170.0 723 170.0 1745 170,0 747 184.2 1M3 170.0 756 138.9 1143 170,0 75fi 117.3 1113 170.0 756 102.0 1413 170.0 756 W 641n 170.0 797 170,0 012 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 160.4 1353 170.0 837 144.1 1353 170.0 858 120.3 1353 170.0 861 103.1 1353 170.0 881 90.2 M53 170.0 861 m O ~ m 6011 170.0 685 170.0 711 170.0 1063 110.0 787 167.13 1210 170.0 078 146.1 1218 170.0 9M 129.8 1218 158.1 978 118.9 1218 152.1 924 07.4 1215 148.1 913 83.5 1216 146.1 913 73,1 1218 146.1 913 F^ U j 93 it 170.0 930 170,0 745 170.0 1116 170.0 850 160.2 11511 168.8 913 IIIA 1150 153.0 9N 118.6 1150 141.9 898 105.1 1150 134.2 885 07.8 1150 12fi.7 871 75,1 1160 128.2 870 85.7 1150 1262 8711 2 w Z) fib in 170.0 074 170.0 769 152.4 1048 165.8 B81 130.8 104B 146.6 864 114.3 t04B 133.1 e50 IOLA 1010 123.4 1199 91.4 1043 118.8 630 79.2 1045 909.4 821 85.3 1040 108.2 810 57.1 1048 108.2 618 c 721n 140.8 860 1 A 764 117.4 880 126.0 748 100.8 680 110.6 734 08.0 NO 100.0 722 78.2 4180 92.0 712 70.4 880 86.2 703 58.7 88D 70.2 693 50.3 880 78.6 508 44.0 880 78.4 686 6 5w 7B In 119.7 780 125.1 690 99.8 790 106.4 676 85.5 790 03.3 1163 74.8 790 83.9 652 66.5 790 76.8 643 59,9 710 71.7 815 48.9 790 65.1 024 42.0 780 62.1 616 37.4 790 61.5 817 Q r. 78 In 110.6 750 116.5 657 92.3 760 98.1 894 79.1 750 85.9 632 Sgt 760 77.1 621 61.5 750 70.0 612 55.4 760 65,7 605 48.2 750 69.4 594 39.6 750 68.2 588 34.6 750 55.5 586 Z Q ¢ N 901n 721 583 74A 500 60.1 WS 82.9 491 51.6 563 64.8 483 45.1 50 15.8 475 40.1 563 M.4 468 38.1 561 40.8 402 10.0 663 30.2 452 25.8 583 33.3 445 225 683 51.8 442 Q m Z zz O F- W iso No B81n fi9.4 IBS 81.1 MJ 19.5 496 51.5 475 42.1 495 14.5 427 37.1 495 39.9 421 33.0 498 39.1 116 29.7 493 332 409 24.8 IBS 29.1 100 21.2 495 26.8 194 18.8 493 25.0 390 rn W o" Fn 1081n 41.7 391 42.6 353 34.8 Sgt 35,9 146 20.8 391 31.1 342 20.1 391 27.6 337 23.2 391 24.2 333 20.9 381 22.8 328 17.4 381 10.7 321 14.11 391 17.1 315 _ _ 11111 38.4 370 38.2 S35 320 170 Jap S]0 27.5 370 28.6 725 24.0 ]70 25.3 720 21,4 370 22.8 310 19.2 570 20.8 712 16.0 170 18.1 Jag Y 0U) Q rn (n 12D In 30.4 317 30.9 269 25.1 317 28.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 179 273 (� O Q � f) M Q 14111 17.6 220 17.6 203 d s Z�O B ANCHOR CAPACITY ADJUSTMENT FORMULA: �� a m2 Anchor Capacity Table Obs) ANCHORCAP.,„,,,,, Saa3W. 2.7k Carcreta 3.5k Cone. Hollow CMU F•ed CMU PT Wood Mehl (DP_)X( )=ANCHOR CAP.,,° 5118•Eka 114'SS Elco stir Elco 1!4'SS Eke 0410 Steel tlf 2 Sted 512 Sled MULLION CAP.,,,,,,.,, Anchor Type: YIV Elco UlUacon tr4•Eko UBraeon Srt6•Eko Uluecw 114^Eko Ullrecw Anchor Clip Patterns Uluacm Ag9re6tor tlnmem ApprcGalor screw(G5)Sanw(G51 Screw(GS) USE THI S FORMULA TO OBTAIN THE°ANCHOR Edge Mt.-9nr r N"2 r 2-12• 3.118' 1' 2-1R• 1' 2-12• T 3-Ire• 2• Elb� 885 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN Embedmanl M). 1314- 1-314- 1.3'4• 1-Y4' 7 1-114• I... 1-1H' t-114• 1-114" 1-IIP T lanes ACTUAL PRESSURE REQUIREMENT FOR THE 2An h-0.5•Ma O.C.1(2)2.5 Mote Cips/(Fig.IY 390 lb. 380103 450113 9901bs 170D lbs 210 ps 260104 354103 740 Ib$ 374 Ra 720 It_ 946 ft s6D bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahom®3.5'Min.O.C./ )2x5 Angie Clips/(Fg.2Y. 780Ibs 765 fbo 7001Ixi 18701w 2525 @s 540113 500153 wA 11201bs 748113 WO Iba IBB21bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED eA.ch- 2.71`Mn O.C./ 2x5 ie /F .J 1120 IM 1120lbs B5B IDs 2246 lbs 2254 Ns Wq 040113 wA 1059113 wA 132011. wA 1660 r. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE i'RGA)UCT REVISED FIGURE 1: w complying with dro Flork)9 TABLENOTES: Rullding Code No)�Oj)�•O Acceptance y • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, rpimtion Data 12021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MI Daft Fred lr iti I1 FIGURE 2: ,•11' / 125' ��' 4Y JN/•� /i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. . HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L�• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.El ,•� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' - "0.:;0'!05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF D.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF A25' (�1 p 11µ/1 f!/ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY U1 (!Ofrjr �t7 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION } `'IATC 'c" • 6 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S,S,OR 410 S.S. (� F'I.OR70�.•' � /`,'••.. ..... fit..; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �������;��c.)1`)F'•�-�\�•° A.LYNN MIL'LEsR,P.E, FL P.E.#58705 BL a �m+ 0 Mullion Capacky Table 9W OponingWtdth(for wilieally`spercirgmulibrls)orOpening Height(for torimnlalVsparri1grndions) 501n 60 in 701n 60 In 901n 100 N 1201n 1401n 160 k p Rectangular TrapWdam. Raclengular Trapffdang. Rectangular Traprrdmp. Ract•Igdar ltepffdana• R•ctyrgdar Tr.P/Td g. Raclengdar hepffderq. Reclengulor Trep/Tdan9. Rectenguler TrapRdeng.r 326"46 Waling Lowing Lo•dng Le"ag Ldkg MZ9 Ldng Loading Wadq Wadng Loading Loadna Leding Loading Lwdng LoedngingDEO.ALBAYMULL ^ 8^ a m S., ., imto fi 04 h.� >i¢' ha fifi 8 ` g@ § : € 8 � li `� $� 114 o F q 1. a a s s� I a a • s 42 k 170.0 620 170.0 435 170.0 744 170.0 479 170.0 688 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 150.3 1971 170.0 521 -1 W J 45 In 170.0 708 170.0 524 170.0 850 170.0 501 170.0 902 17CO 870 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 110.0 680 163.7 1637 170.0 680 140.3 1637 170.0 ON 122.6 1637 170.0 680 2 50.9251n 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 654 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 756 126.1 1652 170.0 758 110.4 1652 170.0 756 W O❑ O 54 in 170.0 707 170.0 612 170.0 056 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.D 1434 170.0 837 155.2 1455 170.0 659 128.3 1455 170.0 081 110.6 1455 170.0 861 07.0 1455 170,0 681 m C, 6011 170.0 6&5 170,0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 908 125.7 1309 163.5 994 104.8 1308 157.1 982 88.0 1309 157.1 082 7&e ON 157.1 082 f- U W J 5.t k 170.0 930 170.0 745 170.0 1118 170.0 Me 102.9 1247 570.0 040 112.5 1247 181.5 063 128.7 1247 152.6 965 114.0 1247 144.3 052 95.0 1247 138.2 006 61.4 1247 135.7 935 71.3 1247 135.7 935 W � 661n 170.0 074 170.0 789 170.0 1189 170.0 903 148.{ 1180 163.7 965 120.9 1100 147.8 945 115.4 1190 13x.5 926 10.1.9 1190 120.4 914 08.6 IWO 119.5 896 74.2 1190 118.1 803 64.8 1190 11&1 093 z U) 721n 181.6 1010 169.0 077 171.7 1010 1H.8 BSB 115.4 1010 117.2 612 101.0 1010 114.7 628 611.8 1010 105.8 017 60.6 1010 B&8 007 67.3 1010 90.8 795 57.7 1010 67.5 700 50.5 1010 87.7 788 & �Z J 761n 137A BOB 113.8 792 114.5 908 122.0 775 98.1 908 107.1 711 85.0 909 962 749 78.3 Bog 88.2 736 68.7 008 82.3 729 57.3 009 74.7 718 18.1 ON 71.2 710 42.9 908 70.0 708 Q 791n 127.1 881 132.5 754 105.9 egg 112.5 738 00.6 881 06.6 725 70.4 eel 811.5 713 70.5 861 81.0 703 63.6 501 75.4 694 53.0 561 60.1 68t 45.4 001 61.5 675 3017 861 63.7 672 z Z go In 02.7 649 854 $71 6B.9 648 72.1 561 59.1 046 82.9 554 51.7 648 56.1 545 46.0 646 50,0 637 41.4 646 47.0 530 34.5 648 41.5 510 29.5 648 35.2 511 25.0 GM 38.5 507 Q m Z N z F W aoo 90 h 88.2 580 70.1 500 56.8 665 50.1 189 46.7 560 61.1 IBt {2.8 508 15.6 403 37.9 566 41.4 470 34.5 500 19.1 170 29.1 586 33.4 159 24.3 SeB 30.5 152 21.3 SBO i8.7 M7 (n LU 108 In 47.9 44D 48.0 405 39.0 M9 45.2 399 34.2 449 35.7 393 211.9 M9 31.7 387 2&6 440 28.0 382 23.8 449 261 377 20.0 110 22.7 308 17.1 449 20.4 361 150 UB 10.9 356 LU 111 k 4{.1 425 45.0 385 30.6 125 37.8 379 31.6 125 72.8 371 2116 125 20.1 387 24.5 425 20.2 302 221 125 21.0 358 1&4 125 20.7 350 15.6 425 16.0 343 WO N 1n H 1201n 31.8 361 35.5 331 28.1 304 29.6 326 21.8 361 25.6 321 21.6 301 226 317 iBA 304 20.5 313 17.5 384 10.7 700 QU Q O 0 144 In 20.2 253 20.4 233 18.6 2S3 17.1 23C d= Z m O O W�� TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: -a Anchor Capacity Table Iba ANCHOR CAP.,,, " �' � Suaalrale: 27k Contrera 3.5k Cana Holm CAN Filled CMU PTWood Metal (Dw)X( )=ANCHORCAP.," Y18•Eko 114-SS Eko 5116'Elco 174'SS Eko 010 S(ee) 052 Steal 4112 Sled MULLION CAP.,,,,,,,, Anchor Clip Patterns AncbarType: 3f16'Eko Uioecen Ill'Elco UNecan Y18'Eko Uluaton 1M'Eka Ubacm ulumm nva•ecelor ullrecea Aw+eGela screw(GS)Screw 05) Screw(Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 00ame gnl: t' 2-1fY 1• 2-'r 1118• 1' 2-12- 1' 2-IW 2- 3-118- 2' 0.49• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emtxdmmf M): 1.314' 7x74' t-Y4' 1-374- 2 +-114• 1-114' 1-v<• 1.114- 1-1/4• t•1r4- 21 1d/(• lava• wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2Amh%S VMin.O.C.! 2z5 790188 MER 4: 4-91- 1 74 WOO be 270 tae 2804m 3a2l 7405a 374 lb, 7201bs 19461m 341 ba 4421be SBO It's OPENING.WHEN IT IS LOWER THAN THE MULLION 4 AmMrs 3.5'Min.O.C.l Q)2.5A aparlFq.2): 780@1 7Boba Teo lea 1970lag 2525 ua 5w lbs 5001Ds WA n2olm Toe lag _j; las leezlm 682lbe ees las neo l&s CAPACITY(FROM THE TABLE)OF THE SELECTED OAnchaa 2.71.Wn.O.C.f 2 WAn CI ! .3 112OTM 11201be 95a lbs 2248185 2254 Aa WA 8/0las wA 1059108 WA 132010a WA 10221bs 1327 Iba 1080105 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, f'RODUCr REVISED FIGURE 1: nG Cnmplyins with ale Florida TABLENOTES: Building Cod. '6�Z)gs 03 Amptanc.No • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ek imlion Date 2.021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Miam' lrodud i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��\1 C1 1.YIdN is%l/ 177�i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' --45'--- � �O:.••""'•••.;�(�� �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�'`,.'���'PISg - •1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ( �)0,5£110•`." )-/ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED - _- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ (Y THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY $' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION � '•pTp '" THE MATERIAL.1110&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '��i��.'•..•"I.a!ttU�"...•-Ci;: ANGLE CLIP(FIGURES 1-3)MUST BE USED W PAIRS. SSJ n �' `• A.VN FL P.E.#58705 -{ tow, 1.000- 1.062"1 J- 740^ .063'- .385' .062' ` '}^{ -.125• 062• .438" I Id o 4.000' 4.000' 4.000' •125'STANDARD CLIP �, 2.625' 2.000• 6063-T6 ALUM. 2.125' 2.000 2X5 ANGLE CLIP U-CLIP -- .125' I X-SECTION I 8083-T6 ALUM. I 60X.SECTION ,125• N .125• .125' •125" X-SECTION L „V ,tD .031* Z04 (V � ,125'1- O CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W r-.125 375. .155'J 375. - DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE _ I 1 HOLE DIAMETER:ANCHOR IAMETER♦1ANCHOR D.C.DISTANCE.MAXIMUM H 6 LU m C)o 1'X 4•X.1261 1•X4"X.375" 1"X4'X.375' Q MULLION MULLION 'T%MULLION 5• -5.000" m Z m ~ 8063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 3 125• CUT HERETO 375. _ 375' Q rD X-SECTION X-SECTION X-SECTION .376' _CREATE F-CLIP,SEE MIN. DETAIL F,SHEET rC MIN. 7) Z t2W .375' Z LU$ m -r----'---� I r_-_-_---I r--------- -----------i .375' - 2 g I I I I CENTER OF I I 1.250' 1.250• I I I I I I ANCHOR HOLE I I MIN, j o LLI `u Z I I I I MUST LIE WITHIN I I I I I THE DASHED I I Z O I I I I I F BOUNDARY.SEE Q rn p �_ ___ _-_ SHEETS 5.20 FOR _i _ _^___I Q 0 y N 2.875' THEANCHORO.C. F I 1 q F Z� m O 3. I I I I F DISTANCE. Z S� $0 I I I I MAXIMUM I I W O 3.250' 3,250• I I I I ANCHOR HOLE I I I I f I 1 DIAMETER: I Of J U) Q -.100" .100" 00" L __-_-.J �____ ANCHOR L______DIAMETER+1118" _______________� Q � Q Q.100" 2X5 ANGLE CLIP 'g m0 y,Q624" 4" rC STANDARD CLIP U-CLIP 6063-T6 ALUM. 4i CENTER OF ANCHORHOLEMUSTUE 6063-TB ALUM. 6063-T6 ALUM. TOPVIEW & --I.820' F-- r -�I ,820" I-- --I ,820" I+ .WITHIN THE DASHED BOUNDARY.6EE TOPVIEW TOPVIEW 1.25"X 3.25'X.100" 1.25'X 3.25'X,624' 1.25'X 3.04•X.624• SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C.CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(tn)l For Mullion: Dimension Value(In) For Mullion: 6005-T5ALUM. 6005-T5 ALUM. 6005-TS ALUM. DIAMETER ANCHOR DIAMETER 1/16. F 3.68 1 X4'X F 1.038 1.25'%3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.600 X.624' �i�i��-^-------3.469' 5.500• H 2680 Aluminum H 1.436 Aluminum 2.661" `I 125• .375 -_� 375" 1 3.000 Tube Mullion I 3.250 Tube Mullion - 5, 3.187 1'X4'X F 2.825 1.25'X3.84' 1.877' .375' G 1.125 X.624• Q377-- " I MIN. G 2430 •ter 1I1Ct'RHVISED H 2430 Alumlrwm H 1.500 AluminumiI 3000 Tube 8'T' I 3.250 1Ube MuIIWn complying wi9r dro Flwida F 2250 1.25'X3.25' F 2.613 30'Ba MDuildingCde.125• G 760 X.100" F 2.876 45°BB Mull Aecepl.wTdo(riYD2)5.03.125' 45° 2.250' I I I I i 1 H 1.500 p4Ni Dme llQI I I I I 3250 Tube on 13yMi Dade Product 50'45°BAY MULLION 3.250' I I I i TABLE D 30'BAY MULLI8063-T6 ALUM. `-_-----� IMull Dimension POT Part0 �� ///6063-T6 ALUX-SECTION J J (ehaet9) Mullion Std.Clip OtteetCllp U-0Ilp Anglo Clip ; 1 4YtdN ,' � X•SECTION - L G OFFSET CLIP 1•X4'X.125'(10) 89384 668111M W1122M 666241M 666518M •' \GENS SC •125''+ I 6063•T8 ALUM. V X4'X.375•(11) 66610 668112M 6661123M 666242M 666510M t•' .228j 1--,981"-4 .226' [--.981-.4 TOPVIEW 14o. .740' -I V X 4'X.375•'T'(11) 68653 666112M 6661123M 668242M 606519M - )r Ll - NOTES: 1.25•X3.25'%.100•(1 a) 20160 6681127M 6661124M 8W2410M 5665115M - /.yY'�I� tLi 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624•(14) 20161 6661128M 6681125M 6662411M 6W5116M = .•'� "I�7J u/ 1.25•X3.94•X.624•(15) 20162 6661117M 601128M 666241M 666517M A•' S 1[. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA WA 6665110M '•���•'• FLUR7� ' (9 2) 46 Degmo(20) 66650 WA WA WA 6885111M S•.l-,.\ t% 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L�`/Ny1Ir4ER; E. FL P.E. 58705 TABLE E ® n MullDlmenslon PGT Part# 3 _ (sheet#) Mullion Std.Clip U-Cllp Angle Clip -^I x'-.125" --I�--.125' $r~ a --I I�-.125" �w 2"X4'X.25"(16) 66602 666261M I 666271M I 6665112Mo ° 2"X6°X.25"(17) 66604 566262M 666272M 6665113M 1 STANDARD CLIP L141��l U-CLIP 2X5 ANGLE CLIP oid w 6063-76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM o 2'000' X-SECTION 2.125" XSECTION 2.000' X-SECTION NOTES: I N Lo 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 -•125' L •125" .125' m F,DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ZwfV y2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I �- ---I Q I j HOLE LOCATIONS. -1.490".�I J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" CUT HERETO 5.000° _ _ Q 2.000" -3.500" CREATE F•CLIP, --{r..-375" ED (n O F- .375" I_SEE OETAILF, .375' rt ,375' I MIN. Z) Z M � MIN. SHEET MIN. I- 0 .J.I Z r--------------------1 W m .. I I i g I I Q I I O Z 4.000' I I I Q --I .250._- -I-- --- ---I- 3.438° + 3.438" Oe I-- -----j F- U Q rn o 2'X 4'X.25' I I Z N r MULLION I I I 3.438' I I a Z Z ao 6063-T6ALUM. j j I I-- Q �k0 X-SECTION I I 1 - .375' N Z n a 0 L------------------------_._ MIN. W O FL J (n U) �- STANDARD CLIP 2X5 ANGLE CLIP C) Q 0 L I CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. U-CLIP,8083.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. Q Z O (QJ) 2�. SED FOR 2'X 4'MULLION.SHEET 16 0_ m -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WRHINTHEDASHEDBOUNDARY.SEE TOPVIEW �s a o. SHEETS 5-20 FOR THEANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. >0 DISTANCE.MAXIMUMANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER*1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 11116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE, MAXIMUM ANCHOR HOLE 2.000' 3.500' CUT HERETO DIAMETER:ANCHOR DIAMETER i 1116'. 5.000' �- ---� .375' -I CREATE F•COP, ,375' MIN. -_SEE DETAIL F, .375" SHEET4 MIN. rY MIN. .375' --------------------- I I I I I I I I I I I I I I 'F:ODUCT'RBVISGD I I j "complying rvilhthc Florida I I Building Code l&-0116-03 Ac�eplmtce No V e pimlion Date I I I B� _I-_ _-L - 4.688° �- +-------'I Mi Dude Product .250' 6.000" Oe I T- I �` t-�- 5.438" I I I I 1lllllllll I I 5.436' v Q O 2'XB'X.25' I I I I MULLION I @ 6063-T6 ALUM. I - " ' No.56705 _ X-SECTION 1 I I I .375" --I-- ---------a MIN. 1 p� l L)- 1 •, N D' STANDARD CUP U-CUP 2X5 ANGLE CLIP ,i'•.�;1•ORID F;.-•\V,� .250" 6063-Tfi ALUM. 6063-T6 ALUM. 6063-T6 ALUM. //r1�5'�f(,l(�f TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEW TOPVIEW A.LYNN MILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,7HE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32-+32+1"=W.REFERENCING SHEET 26,THE COLUMN USING 0 n�r � -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'ANO WILL MEET OR EXCEED THE REQUIRED �'n$ _ DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �� a NE SEEDETAILS,SEE NESTRATION FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72-,OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD o o FEa" PRODUCTS SHEE TS NOT BE SUITABLE FOR THIS APPLICATION. g Ia APPROVAL 2.3 sZ O FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.650•MULLION(LENGTH=72•,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 1 m r ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. In N rc LLU)J SEE Q DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETSAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Ulm O❑ NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: On CO ]2• 32•- f, U) --I MULL WIDTH 636 LBS (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF m _ y i F THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318".THE OPENING REQUIRES A ZLU DESIGN PRESSURE OF+50.01-55.0 PSF. J G rrYY FOR THE VERTICAL MULLION: Z Q N o 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"+36•+1•=73.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL U) 0.6- MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W ❑ o EXAMPLE 2:MULTIPLE MULLIONS W d MULL WIDTH- FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=80•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF a N Y I= AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. H FROM TABLE 12A,SHEET 16.THE 2"X 4•X.250-MULLION(LENGTH=iOB•,OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O SEE DETAILS, FSS m(y' [�.(.P.E.T-F ATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2•=74•,NOT 73•ASPREVIOUSLYUCTSASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FORTHEADJUSTED OPENING.ALTERNATIVELY,THE WINDOWWIDTHS MAYBE REDUCED TO MAINTAIN OVAL THE 73'DIMENSION(35-112"+35-112'+2"=73"). 1 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALI I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION '-� ` USING THE STANDARD CLIP WITH(6)3116^ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND SEE SEE LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ- /// �/ MULLION TYPE COULD BE CHOSEN. MULLION 72 PRpDUCT'REVISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'-72'-7=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAU TRIANGULAR LOADING MAYBE ns c-plyuli with 9.FloridS USED.FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250-MULLION((d LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE n�In N' Iro-O$1 a-03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. plrruim Dete�jlAZ I SEE DETAILS, 2)USE TABLE 12B TO FINE)THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" By SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mimn Dade Product 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \11 I 1111 ANCHOR CAPACITY OF 521 LBS. \��O��1 I,YPIN A'1-11' 38',HDR12. UL HORI2. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE LFCLIP SHOWS THE ANCHOR ;�\�a`,•'•V\CEI'1�F (C'P MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. I.10„i3'1C;i Or FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; '.T/("I�)a! F�•.; fC +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ��l'•, f(� O 1 I(1� +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS.1-64.7 PSF ANDWOULD APPLYTOALLOFTHE MULLIONS. \% '•.,1-(�1;tIpN.•'f;y;'_� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ?10NA1..�- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN I; "" ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A.LYNN M#587,P.E. FL P.E.t{58705 EXAMPLES OF RECTANGULAR LOADING' EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: �12.J� jQfli ®QHaN a PW (hI pW PW ,xoag ° I - _ - - - N SHIDH SHIDH- - SH/DH SHIDH pyy PW 1'a o F i / / o N¢ W [Y a In v LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / m co O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / n/ a HINGED I DOOR _ I _ SGD {._—� LOADING OF VERTICAL MULLION = to @ �Z PW I —�— LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d PW / _ ! F- Q�Q Q rn o 1 IQ-. JC Z ao `o PWn�� POF/mz I Ix 0 (n (n SWDH _ SHIDH' - - -- __ - I _ SHIDH SH/DH 1 _22� - U O Q - Q..-' z00 a` en 0) - LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR I _ I _ - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL l MULLION P HINGED 1 NOTES: DOOR PW _ PW I 'i4(iOUCI REVISED _ - I --plyiug,vith lhu Nod& Iy 1 DRAWINGS ARE I ) building Code RERESENTATIONS OF TYPICAL Acce0 O I PW CONFIGURATIONS. •r irnti Date 20� CONFIGURATIONS NOT SHOWN $ MAY BE EXTRAPOLATED FROM Mimn' a Product / THOSE SHOWN. I fj I 2 IF THE LOADING TYPE CANNOT \ I BE DETERMINED,USE � (� RECTANGULAR LOADING. •''Jr%�I'I`�F ' `S PW Pw / IF 3 SEE PRODUCTS'APPROVAL FOR :i - Li � No. I ACTUAL ANCHOR LOCATIONS. — r LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION C� / J v.••�, „J :.I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SGD LOADING OF VERTICAL LOADING OF HORIZONTAL . t r i IA I(1 MULLION MULLION A.LYNN�I�., R, \E, FL P.E.#58705