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HomeMy WebLinkAboutProduct Approval (3) i M IAM I•DADE A•IIAA-H--DARE COUNTY,FLORIDA a PRODUCT CONTROL'SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMIiNISTRATION DIVISION T(786)315-2590 F(786)315=2599 W0.PJ rCEPTANCE (NOA) tivnv.nrlamldaae.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOP 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(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Alumimrm Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade Court Product Control Section. MISSILE IMPACT RATING:Large and Small Missile ImpactResistaut LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIYIINATION of this NOA will occur after the expiration'date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and H-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-11010.1 M1AM1•DADE COUNTY QAIpiproyal'D piration Date: May 26,2016 AD i ate: February 12,2015 z�� 45 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wader previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by mai acturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202:94 3) Water Resistance Test,per FBC,TAS 202-94- 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum nrullions, 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 05105/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller;P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory.and Economic Resources (RER): E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated 11/03/14,signed and.sealed by Anthony Lynn Miller,P.E. .2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control•Section Supervisor. gime D. Gasco ,P.E. Product Control Seeflon Supervisor NOA No.14-1105.01 Expiration Date: IYIay 26,2014 Approval Date: February 12,2015 E-1 1 D PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTI-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Cbanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion--L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,Y Product Control Section Supervisor NOA No. 14-1105.01 Expiraiion Date: May 26,2016 Approval Date: February 12,2015 E-2 r SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALLNN n 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS �n 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...........................1 °zw MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRucilons...............................1 ��• o FIGURE 1: ELEVATIONS..................................1 MULTIPLE [—OlENING WIDTH FOR VERTICAL MU LL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD............_..........2MULLIONS HAVE BEEN TESTED AS AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTMULL TO TI&MASONRY.._........_2 SEE DETAILS INSCRIBED INSIDE INSULOMAS NOTES......._......-..2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1!4'FROM THE CLIP. MULL TO MASONRY_....................3 A.D,G,H; N SHEETS 2J SHAPE MULL TO STEEL STUD.._._............3 _ I- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_..............................3 Oo DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS......................._....3 Z y`' N IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTER14ATATE CLIPS...................4 BAY MULL INSTALLATION..............4 O W 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS_.............6 W ) 1 X 2 X.376 MULL SPECS.............G INSTRUCTIONS. 1 X2.75X.375 MULL SPECS._....-7 = Q'P U) 1� 1 X 2.75 X.65 MULL SPECS..._....._B Z -70 SEA DHRU G; / I Y 1V 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL SPECS__. ED O o I- I _ III _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS.............10 1= ro SHEETS 2J _ 1 1 A THRU G; 1 X 4 X.376 TUBE MULL SPECS....11 F- Q J I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 T MULL SP ECS........11 > J SHEETS 2-3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 W 7 1.25 X 3.188 X.265 MULL SPECS.,.12 OPENING J VERT. I I / III I I HEIGHT 1.26X3.25 X.100 MULL SPECS-...13 z W - RPAUL FOR 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 + LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS.....15 2 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.26 MULL SPECS...............76 J Q- - eZ SEEDETAILE, 21.26X.25 MULLSPECS................17 � BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q W � d' SHEET3 30'X.25 XYMMULL SPECS....16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30°X 3.25 DAY MULL SPECS.........19 Z F- Q N o REACTIONS. 45°X 3.25 BAY MULL SPECS.......:.20 Q O Z MULLION&CLIP DIMENSIONS......21.23 I-- Z m 45 0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S;•ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2............................24 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.................-.25 (!) BE OF ANY TYPE. MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING l I Z a U) U) MANUFACTURED 0 / iii _ BV Pci. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH. UQ W� Q � Q -1 I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. G Z V) SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. HORIZONTAL A-D,G,H; F o n ¢'� Mutt SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/TRAPEZOIDAL-. PRODUCTRBVISL•D w cmlyllyln9 whh 1ha Florida MULL F—OPENING WIDTH--I ---HORIZ.MULL LENGTH--j 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1ATHROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BuRdInB Cock _ THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A.,I.I.No (�../.j/ LENGTH �.dS.• i r" MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN l� OPESTEP 1). HEIGHT �fiarnl cdc Prcdud CoNrol OPENINGp ALULL y // FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THEVALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE LENGTH Y y HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAP ACI HEIGHT TY. X11 L I I I l l l7 nsuL� f� LENGTH LT � a0N NN 6)FROM THE ANCHOR CAPACITY(LBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \� �•(�, .••••••.,,Rj� i� L_ LANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P L.ICEA/sF••��10�'� CAPACITY IS MET. OPENING WIDTH No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT2)OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FORTHE OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS FOR VERTICAL ALULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE %0 •. �f (E) -'✓ SEE CORRESPONDING DETAILS MULTIPLE MULLIONS I% L[cOF' '•�/�� FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION s'•.,FC ORION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION � s� ...... • PRODUCT ASSEMBLY. ////7�MAL 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN -LL9P.E. FL P.E.#58705 m.a o DETAIL A: DETAIL B: MULLION60 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR APER SUBSTRATE, o OR WOOD FRAMING WOOD BUCK AND MASONRY ATTA NDIENT SEE SEE TABLES 1B-16B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N BEE NOTE I. y„ m MULLIONI I SHEETI• Z NfV �j ° t 1. j I11I SEE SHEETS ^ nb I I CIONCRETE OR CMU •, f,• I DISTANCE,EDGE O W EITHERTHE I I 21-23 FOR HOL d I I SEE SEE TABLES -i _ Sco TANDARDOR ° I I I EDGE DISTANCE 18-160 OFFSET ASULL a EDGE o o I e FOR MASONRY lJJ Q �O O CLIPMAYBE I DISTANCE INSTALLED BY I l i FOR WUDD / c I I I ANCHORS Ca 0) M ~ d SCREWS L I I SIDE VIEW Z U/ THIS METHOD. e °°d ALL MAK FOR O J AIL AfULLIONS c d EITHERTHE � F � d ° ° STANDARD OR z U g m Z da OFFSET A1ULL R CLIP I.1AY BE R ` Ill d a < ° INSTALLED BY 71 �SI ¢Z .6 ° EXTERIOR < TMS METHOD. J c e d EDGE Q Z .d a DISTANCE 4e F Z Q W ° d FOR Q0 z N r ° MASONRY o 00,O ^ a THEOFFSETCLIPIS ANCHORS ~Q� 'ej0 Y1r RECOMMENDED FOR °d FIN-FRAMED 111 EXTERIOR WINDDWS.BUTMAY X F Y >Y - ALSO BE USED FOR U Z Q 30: > OTHER FRAME TYPES- <o zmcn in 0 O O m0 TYP.ANCHOR a�8 F o� ' TYP.ANCHOR PERSUBSTRATE, TYP.ANCHOR PER SUBSTRATE, SEE TABLES IB-IBB PER SUBSTRATE, SEE TABLES 15.16B SEE TABLES W-168 - EDGEIEND BUCKSTRIP Zi—i-DISTANCE AND T— SEE TABLES ATTACHMENT I IBA813 T BY OTHERS, - EMBEDMENT BUCKSTRIP EMSEDMEI NT• SEE NOTE 1. AND ATTACHMENT SHEET 1. - .rt BYOTHERS, • SEEN OTE 1, - • •' SHEET I. MIN 23 KSI CONCRETE OR CMU PRODUCT REW SED SIDE VIEW FRONT VI EW m wnyllying whh the Plollde • Bu7ding OoJc,,{{te�tt �,T Ampumco No 1,4 11 Ery ps.01 FRONT VIEW ; ey�D6 INSTALLATION NOTES: � :Ytiwnl ade Pwdud Comrol '+ 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \`It OQUANTITY OF ANCHORS AND MULLION SIZE SHOWN LYNN'/�< NLLY.BECAUSE THE ANCHOR CAPACITY S BASED PARTLY ON T E ANCHOR TO ANCHOR DISTANCE, HE \\�,��ONY CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q. .•'-LICENSE•.,.FP FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. H . _- �NO-56705' '•��' =_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _-D ;�• - 1 4)WOOD.BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � � �1.Oma••, 5)FOR MASONRY APPLICATIONS INMIAMI•DADECOUNTY,USE ONLY MIAMI•DADECOUNTYAPPROVED ;�s '•�.�ORID�,. �C��� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. E. 58705 DETAIL E: —1 .12VMIN• MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO (U-CLIP) cwi x �z o MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. kao VARIES oZ Z O 2)MAY BE INSTALLED HORIZONTALLY ' (SHOWN)OR VERTICALLY. N 1 I TYP.ANCHOR m EITHER THE I 1 PERSUBSTRATE, 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 $ y. STANDARD OR I SEE TABLES ID-130 c. FOR CORRESPONDING MULLION. {n OFFSET MULL I 1 TOP VIEW Z CLIP AIRY 6E I I IANLLIOfN O I EDGE DISTANCE INSTALLED BY II I J THIS METHOD. I I ANCHORSFOR VARIES-I—'1 ? S ANCHORS I 112 STEEL SCREWS, SELF.DRILLING OR PREDRILL rG �o m \ MULLION AND USE SMS lIJ m O O O I— ,/� c') U) ° v o RWINOFDIONYAFI/ESR,OUIETD MAY , MULLION 1z-- Z EXTE4ROa94 EDGE DISTANCE ECAFSETOCUFPOIS FORMASONRY LECTION FANCHORS U-CLIP o� a U rcZ ALSOBEUSEDFOR J (n 8' a EXTERIOR OTHER FRAME TYPES. H Z 2z — TYP.ANCHOR .4 d - Q O Z N O PER SUBSTRATE, Q -, / SEE TABLES IB-130 F' t'O a� / TYP.ANCHOR SEE SHEETS 21-23 FOR (n 1Q.-1-1 PER SUBSTRATE, HOLE LOCATIONS J c3 o a' BUCKSTRIP K W -j AND. SEE TABLES 1B-130 FRONT VIEW EDGE a 4 ty ATTACHA1ENi DISTANCE ., BYEE TABLES OTHERS, SB-130 V N Q` 0 0 EMBEDA{ENT•' BE E NOTE I, .• acz Z O O SHEET I. f1 m{n fn .� .. _ -• EDGE O 5�0 F Et DIST SIDE VIEW F $ y o�rc� MIN 2.7 KSI CONCRETE OR CMU MEN 2.7 KSI CONCRETE OR CMU 10.136 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) x STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I eFOR PERSUBSTRATE, ®SEETABLESIB-13B RODUClRBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I SEESHEETS ® wrgnlyfngwhh the FloridONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-2 HOa u11 ngCORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THE cccptaneo NaLOCATIONS DBICFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. � ` MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. © fiarrd Me Productroduct Coln,4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® ff EISA � L5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED D1srANceELCOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCHORS. STEEL STUDS THINNER THAN i©i3eneLEs : Q�,•' L.ICENSF,' �--.FRONT VIEWAANO COMPLIANT WITH THE FL BUILDING 'jTE.A 2XWOOD BACKER MUST USED. ATTACHMENTBYOTHERS. N0.5870$ •,iIZ EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: Cl I- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �'n FT cO I ANCHOR VALUES MAY BE USED. ��,�s•'•.,<ORIDA,.••'�t�� 2)SEE CORRESPONDING MULLION TABLES, /SAL SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN MULL``E�t,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o SEE DETAILS A-E, nx U SHEETS 2 AND 3 FOR INSTALLATION 30• TO SPECIFIC SUBSTRATES. BAY MULL to N MULLION -.'6 m wVrc O O ZO to O O O O O O O O _j W O O TOP VIEW m u SIDE VIEW i DWp U o I— sllowNWITH rxa x.Izs TOP VIEW I 7 u> MULLION I I I f I 1 I I TYP.ANCHOR :E0 EXTERIORI I 1 I PERSUBSTRATE, D V i m I �SEETABLES 16B OR 160 I I I 2 D_'1 L' 1 W I TYP.ANCHOR I I I EXTERIOR 7) 1-o u �Z STANDARD MULLION CLIP I I —PERSUBSTRATE, I MODIFIED TO FIT FIELD, I SEE TABLES IB-14B CD „ I I Sl Q Z r' V CONDITION �' I G/- I I I 2'X 5'ANGLE CLIP, ~ Z Q S o7 `p 1 I I I I I 2 PER MULLION END,MUST BE Z O N j I I I I I I INSTALLED INSIDE OF BAY MULL. Z 00 p MULLION I m fn 9•- I I II i 1 N J =� o 1 II I I i CD Of F oY Y \Q� I I 2•X6'X.125' F= to U) ?� I 1 ANGLE CLIP, U Z Q > \\` 1 I I 2PERMULUONEND, Q — z O O I 6L`\ - I I MUST BE INSTALLED mO zO I I I INSIDE OF MULL, u E€ o 'er�-2 I . TYP.ANCHOR PERSUBSTRATE, SEE TABLES 1B-14B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE - EXTERIOR OR MASONRY 1 EXTERIOR ALUM.CMU OR MASONRY MODIFIED INFIELD. ` EXTERIOR 1 �CE ®�� PAODUCf REVISED OODOry�yCNCP �' ` BuildlllpyDodo Ilhlhel+{orida rC� AA�=pt=o No INTOWODD,STEEL, /' OBb820 OLy(J ALUM,CMU OR MASONRY EDGE H O DISTANCE land edo ProducLConito PER ANCHOR 111111111111] POG E DISTANCE 4 NOTES FOR INSTALLATION OPTION G&H: \\��1��ON 4q��� PERANCHOR NOTES FOR INSTALLATION OPTIONS F- 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. K; No.58705 x 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. .-O �-�• 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. )/AT�R S 3)DETAIL H:SEE TABLES 15B OR 166 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �Q�•. S' E LOCATIONS. •,!P<ORIDI`.•'• \� 3)THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. I %�S, ••...•• C7�� A.LYNN BILLER,-P.E. 58705 TABLE 1A Mullion Capacity Table IbsKe Oponing Width(forverticaly-sparytrlg mullions)orOponing Height(for hodzontaly-sparnllg mldtlons) 501n 601n 701n so In OD In 100In 1201n 1101n 1601. ReetanDuler TrepRdanD. ReclangNar Trep/TdanO. Rttlangular TrepRdeng. Rtttangular Trap?denD. Reclenguler Tmp/rdeng. Roctangllar Treplydang. Rectongalar Trep/Tdarg. Reemlid., 7fe frd.ng. Rectangular TmpRdarg. o da 1%2x.126 Loafing Loeding Loafing Loedn9 Loafing Loadn➢ LoadNe Loefte Loadng Leading Loafing LoadAg Loafing I.-Ing L.,I.g laadn9 Loednp Loadnp gi Z O Alum Tuba .� F .� a s '.. '� € .P .F 3_ r F F .g _ g ,�• .F F '�Ti uMu(uon a $ # a g a a >� a s ,g $^ $ 8 3< rc3 c $ $ E _ E 3 3$ i8� g� p• s� � s a �� �� Io 421n 111.9 408 129.6 332 93.2 408 115.6 325 79.8 408 107.6 321 69.9 406 106.4 J19 82.1 408 104.0 310 55.9 408 104.0 319 48.6 408 101.0 319 39.9 408 104.0 319 35.0 409 104.0 319 J W 481n 74.9 312 93.8 258 62.4 312 73-4 252 53.5 312 67.0 248 48.6 312 63.2 246 41.6 312 6t.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 241 23.4 312 61.0 244 - _ L= 50.625 In 63.9 281 70.6 234 53.2 281 81.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 228 2B1 49.3 219 20.0 281 49.3 219 0 o O 54 tin 52.6 247 57.5 207 43.8 247 49,8 202 37.6 247 44.0 199 32,9 247 41.5 196 28.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 16.8 247 38,1 193 MA 247 38.1 193 LU O ~ m CC) J 601n 38A 200 4t.2 170 32.0 200 35A 166 27,4 200 31.5 163 24.0 200 26.8 160 21.3 200 27.1 169 19.2 200 25.0 167 16.0 200 25.0 166 ~ 'J 631n 33.1 181 35.3 155 27.6 101 30.3 152 23.7 161 28.9 149 20.7 181 24.5 146 16.4 181 22.8 144 18.6 181 2t.7 143 m 661n 28.8 165 30.6 142 24.0 165 26.1 1J9 20.8 165 27.1 138 18.0 165 21.0 iM 3 Z 72 in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 its a r�Z 781n 18.9 125 10.7 109 15.7 126 16.6 107 Q J 781n 17.5 lie 111.2 104z 7 Q N O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: N3Z co 'o 90 Anchor Capacity Table(]be) ANCHOR CAP, ,-w o n Subslmle: 2.7k Concmlo 3.5k Cone. Hoeow CAU Filled alt.) PT Wood Metol (DP-)X( >=ANCHOR CAP.,,, 5/16'Etc. 1!4•S8 Eko 5116'Elco 111'118911* DID Siml X12 Sleel 912 Steel MULLION CAP.,,",,,,. X , Ix Anchor Clip Patterns AncMrTypo: 3716•Elco UlVecon 114`Eko UlVacan 3+16'Eke UlVacan 1!4'Eko Ullracon cV Y UlVocon AgereOatw ullrecon A9gre6alw sclew(GS)screw(GS) Sc,ew(G5) USE THIS FORMULATOOBTAINTHE"ANCHOR Edge gstenoo(m)c rz-1r2-z24/2u r ave• r 2-In• r 2-t2• z• ave• .54•z• D.4s• 0 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emhednent Mk ta74• +3/4' 1.31 40 t-314' T t-114' 1.114• 1-114• 1.114• 1-11a• 1-114• Y 1�le' 1 Z-318' -sada, ACTUAL PRESSURE REQUIREMENT FOR THE Q x O 2Aahora®4.75'Afin.O.C./Slandardw OAael Clip(Fig.1Y 38016, JBO lb, 45016, ego lbs 189910, 270 les 3541bs 7401be 374 to, 684 Tee Bos[be 341 Iles 442!be 560[be OPENING.WHEN IT IS LOWER THAN THE MULLION d� A0O 4 Anchors gt 1.15'kiln.O.C./Stender!W08set)Cep(Fig.2): 480lbs 700lbs WA WA WA NIA 3801bs WA NIA. WA WA WA 68216, 88 516, 1120-lbs CAPACITY(FROM THE TABLE)OF THE SELECTED .5 a €a.m0 4Anclpre 4$3'MIa.D.C./(2)245 Angle Clips/(Fig,3} 780 lbs 7801bs 680 lbs 1560 Ibs 1690 Res 540 lbs 560 lbs WA 760 Ib. 7481b, e80 ft 10W92 lb' 6B21bs B851bc 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchorsl0.45 Kl.O.C.I U alp.Into.12V Alum.(FID.4} WA WA WA WA WA WA WA WA NIA WA WA WA NIA NIA 715 ros CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancho,I FL6p(Fig.5): 1lull 195IW 225 lbs 44516, 872 lbe 13516, 140[be 1771bs 370 Iles 187lbe 37Zlbs 473 lbs 170 lbs nllm leo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhom tM1.15'MIn.O.CJ F-a1p ffb.67 24016, 350[be WA WA WA WA 1 011e, WA WA WA WA WA I 34t"_L 4421bs I 5e0 los 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: I'R0DUCTlkBVIS14D 0 e ® es complybtU nm IA2 Florida ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bund1hA C3dc SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. No �� Qx(.'itatfDnc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - y FIGURE 3: ' NiOml Uadc Product Control a 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ID o e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1111(11)/1717 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •12� Y�•'' LICENSE••<<tC,P�% CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT V X T X.125'MULLION _ LEAST.125'THICK AND 130.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND is ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. S ATE ONAL ENG'` A.LYNNN t✓VII���R.P.E. FL P.E.4 58705 TABLE 2A ^ Mullion---aclty Table Ibsill?) ' OpeningWtdth(for wNcaly-spelringm l)ons)or opening Holght(for hodzonialy-spandngmUllons) ISO In 60 in 70 In 001. 901n login 1201n 140 in 1601n �m'L(, R.I.n alar T,.Pmfag. Re4largUar D. .,47 ReotanguLv Stapidang, R.I.raWar 7mpiaarg. Reotangutar Traptdang. R9ctaraelaz 7rapfdanp. RectanOWar Trap i'dt.W. Reataneulor Tto(mwj. Rectangular Tropri ang. io 1 X 2 x,375 Loafing Loading Lording Loading Loading loadng Loadi g Loading Loading LoaGrg Loadlnp Loading Loadhg toadfng Loamrg Loading (.wading Loading Pot°-$ U Alum.Tube ,^ F Mullion r g�d,� $�.„ , 6 0 13 1S [f ti tS t3 tf g 13 � 13 !3 t3 LS N a u11 � 421n 170.0 620 170.0 435 161,3 662 170,0 478 129.7 602 170.0 We 118.6 662 169.6 518 100.8 662 168.9 517 80.8. 662 4669 617 75.7 662 16&9 617 61.9 662 168.8 617 50.7 862 108.9 617 Q 44 In 121.6 607 138.0 419 18.4 507 1Y&2 410 86.8 b0T 108.7 403 76.0 @37 1028 399 67.6 607 99.6 397 60.8 507 09.0 396 50.7 6QT 9g.0 398 43.4 607 89.0 398 3&0 607 89.0 396 U) fi0.8261n 103.7 456 114.6 37B 86,4 458 99.9 371 7A7 456 90.6 364 64,8 456 84.6 360 67,6 458 as.a 357 "ai.s 458 80.0 358 93.2 458 80.0 356 37.0 450 00.0 366 324 456 80.0 356 'S D'n S41n 65,4 400 93.3 338 71.2 480 B0,9 328 81.0 400 727 322 53.4 400 6L3 316 47.5 400 64.0 316 427 400 023 314 35.6 400 61.8 313 30.5 400 61,8 313 20.7 400 61.8 3t3 LU 60tH 623 32-0 66.9 276324 67.6 270 44.5 324 51.2 264 38.8 324 46.8 258 3d,6 328 43.fl 257 3t.1 324 420 255 26.0 324 40.5 253 22.2 324 40.8 253 1D.5 324 40.5 253 toco 631n 67.0 294 67,4 262 44.8 284 49.2 246 36,4 294 43.6 241 33.6 284 39.8 237 28,9 2B4 37,1 234 26.8 294 35.2 232 224 294 33.5 230 19.2 294 334 230 16.6 294 '33.4 230 J I'll 4118 26e 49.6' 230 39,0 260 424 225 3J.4 268 37.5 221 20.2 268 34.1 218 2&0 268 31,6 218 23.4 268 29.8 212 19.5 268 28.0 W 210 18,7 268 27.7 209 14.0 260 21.7 2 i m 721n 36A 225 37.8 196 39.0 225 322 181 25.7 226 28.4 788 226 225 25.6 185 20A 225 23,6 182 1&0 225 221 188 76A 225 20.3 177 12.8 22G 18,8 178 11.3 226 18.8 178 [g+ 701n 30.0 202 32,0 177 25.5 202 27.2 173 21.D 202 23.9 170 19.2 202 21.5 107 17.0 202 10.7 165 16.3 202 18.4 103 128 202 18.7 160 10,8 202 15.0 150 D.6 202 15.9 158 J Ua. J 6 i3 aZ 78 to 28,3 792 23.8 168 23.6 592 25.1 Y65 20.2 192 220 162 17.7 192 19.7' 159 15.7 192 1&1 157 14.2 102 16.8 155 11.8 162 15.2 152 10.1 192 14.4 150 8.9 192 74.2 SW 901n 76.5 194 iB.R 128 tb.q 144 t6.1 t28 O 961n 16.2 127 15.8 113 z 2 _ 47 m 0 r TABLE 2B o00 Anchor Ca acl Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: t!) Subsimte: 27kCunon:ln 3.5kConn, HoikwCMU DP,,, ANCHOR CAP.,,",,,,,,, 41J S{ 1' Riled WU PT Wood Melei { )X t }=ANCHOR CAP.y, Of N yl6•Etw MULLION CAP.,,,,,,,,, Anchor Clip Patterns Alfdho7 ryyo: 31te'Elm tltimeon tt4•Eko N9acon U lmoon 3ri8'SO tol.,oa 114•ESea Uamoon 114 SS Elca WW Eko 1/4'SS Eko 010 SIeel 612 31oc1 012$led U }( �, AggmGalet Ufracon A9greQuar Sorex(G5)Screw(c6) Sormv(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edea Distance gn) 1' 2-t/z• 1' 2-uz• 3.1/8• 1• 2ar2" r z-trr 2- 3-418" 2• 0.46• 0.64• 0.32,• CAPACITY REQUIRED"CORRESPONDING TO AN der 0) O Embedment(L1k t•Y4• -t14" S-ird' t-ltd' i-HP r t376• t•3t8' modes ACTUAL PRESSURE REQUIREMENT FOR THE 8 u } 0.� z nnonom®a.7s 1a n.o.c.t smndam o oTaef pip(F g.1r ado 165 390 lb, 450lbs 8901bs 1844168 z7o I. 280 ros asa row 7401. 3781. 6611. ale Ids 34t lbs 442165 560 110 OPENING,WHEN IT IS LOWER THAN THE MULLION annaama�l,f6Ma.o.C1SI6ndard(w0ff"l)Cvp(F1g.27 48pb5 700). Wn NrA Nm wA 380185 -WA NA WA Wa WA 68zins 08sla. ft2oms CAPACITY(FROM � A 4 Ancbora®3'MIH.O.C./N)215Anpk gips!(flp.3k 700 Ns 7001bs e00lbs t5801ns 16981. 548Ibs 560 Ibs -WA T80165 7401ba am lbs 1892 ins 682 Ibs BBS m5 t12o 1. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anctwn 0.45'Hin.4.G,t U qtp,tnt0.125•Atem.(Ftp,4): WA WA WA WA NTA WA WA WA NIA WA NIA WA WA NTA 7S6Iba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Clip(Fig,5k 1851. Mibi-- 2251bs 445165 612Ina tis ins 1401. 777165 3701ns 167lbs 872 ros 47316,4 u6 I. zzube 2601. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anstr<ra(3 1.15'hen.R.C.t FCBD(Fig,ek 2401. 3'A los WA WA Nin WA 190 aro WA WA NIA WA WA 341 1. 4421. 560 Lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2• TABLE NOTES: 'PROD JT Rnhh U Plgtlt}a Ougding 4xk �� . 0 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. A<4rphaco Pio C,+�.Ll,� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000' r--- Dau 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. aiimnl ado Pr ud C6nlrol 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 1 t 117 t i J Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2.000' ��� .( Irl FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. \'�\0 •-LYNN-•..• ANGLE CLIP MUST BE USED IN PAIRS. C�,.•'ktGENS '••, .p r 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a6" FIGURE4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED �4: No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125- • THICK.ST EEL STUDS TOBEAMINI MUM GRAD E33AND.045"THICK(18GAUGE).STRUCTURALSTEEL TOBEAT 1'X2'X.375"MULLION - 1 ,; LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND. -"0 �'/ a- THE MATERIAL.010&1112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. •, Q FATE �: r s �OtVAL A.LYNN MR'CER,P.E. FL P.E.tt 58705 TABLE 3A a� � MMullion Capacity Table Ibsif a a< Oponing Width(for\sNcaly-spenring mullions)or Opening Height(for horizontelty-sperving millions) 601n 60 in .701n 80 In 901n 100 In 1201n 1401n 1601. jy o 1%2.76% Reelengular TraprTA11" 18.6 Reclenlie.tonl;W.r TreplTdang, ReelonBUar Trap7Tdsng. Reclangula7 Trap7Tdang. ReclargUer 7rapRAang. Reclengular TraplTdang. ReolangUar TropRdang. Reclanpular 7repmlanp.Loading LoadLoadng loading Loading Loadng Ldng Loading Lading Loading Loading Loading Loading Loadng Loadng Loading Loading Loadng e=.376 Alum. 2>Tubo . �a •� ,. •� .. .� 'a ,. ., ,. & 'a., a .. 'g .. �Mullion ��' a �� a a � � � 9� 3 gg $ �. G' gge ag� 7ig� g gLN`� 1 `� 8 E E d$ SEE p 1) 3 d 3 B 5$ �9 E o 5� }fit fi ll!§¢ 6� �}lS� 6� �g 6 6 yet y¢ 6" }fit.$¢ 6 � 65_ gg` 6 qg' �y 6� 6 by 6av �y�y 6�� }��• 5� fig'$¢ tos2 d@ f@. 19 d did 3 a gd d8 did 9 d cq d f d f@ did gE+. d 2 did Zd2 in 170.0 620 170.0 170.0 744 170.0 478 170.0 866 170.0 1106 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 146.7 1301 170.0 521 121.5 1301 170.0 621 111.6 1301 170.0 521 O48 N 170.0 708 170.0 170.0 650 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1119 170.0 677 136.6 1139 170.0 660 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 X5 �50.6251. 170.0 747 170.0 170.0 896 170.0 631 187.8 1032 170.0 664 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1012 170.0 756 Me 1032 170.0 766 73.4 1032 170.0 756 WpO 641. 170.0 707 170.0 161.3 907 170.0 691 138.2 907 164.7 710 120.9 907 152.5 720 107.5 907 145.0 714 96.8 007 141.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.6 907 140.0 709 m C' �601n 141.1 735 151.5 117.6 735 130.3 611 100.8 735 116.0 699 68.2 735 100.2 590 78.4 735 99.6 583 70.5 735 95.1 578 58.8 735 St.8 574 60.4 735 91.8 674 44.1 735 91.6 574 F=-• J631. 121.9 666 130.0 101.6 666 111.5 557 87.0 668 98.9 547 76.2 666 90.1 536 67.7 868 83.9 531 60.9 666 7D.8 626 50.8 668 76.8 521 43.5 666 75.6 521 36.1 666 75.6 521661n 106.0 607 112.4 88.3 607 06.1 511 76.7 607 65.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 61.6 481 44.2 607 63.4 470 37.9 607 62.7 474 33.1 607 62.7 474 Z (Lj(n721n 81.6 510 85.8 68.0 510 73.0 434 56.3 510 64.3 428 51.0 510 57.8 419 45.4 310 61.3 413 40.8 510 50.0 406 74.0 510 45.9 402 29.2 510 44.4 39825.5 510 44.3 399 C 761. 69.4 458 72.5 67.8 458 61.7 392 49.6 468 64.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 456 41.6 368 26.9 458 37.7 302 24.6 458 38.0 359 21.7 458 35.7 355 JZ 781n 64.2 435 67.0 53.5 435 66.8 373 45.8 435 49.8 866 40.1 435 44.7 360 35.7 435 40.9 355 321 435 30.1 351 26.8 435 34.4 344 22.8 435 32.6 341 20.1 435 32.2 340BO1. 41.6 327 41.1 34.8 727 38.4 286 29.8 327 31.8 280 26.1 727 28.3 275 23.2 727 25.7 271 20.0 327 23.7 268 t7.i 327 21.0 262 14.9 327 18.3 258 Q n Z ZZ00961n 34.4 287 35.4 28.7 257 29.9 252 24.6 287 28.0 248 21.6 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.0 272 M 3 O g'2 1081n 24.2 227 24.7 20.2 227 20.8 201 17.1 227 16.0 198 15.1 227 16.095Wx y ri o WIII In 22.3 215 22.7 18.6 215 19.1 191 15.0 215 16.6 188 r` N (n (JJ LL 1201n 17.6 184 17.9 167 O x 1Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: n E Z mO s.0 Anchor Capacity Table(lbs) ANCHOR CAP.,_,,._j v €�mIx Sbbslrele: 2.7k Cowrclo 3.5k Co HOE-CMU Filled Ulu PT Woad MOW (DP,,,)X( )=ANCHOR CAP.,,, `JI6'Eko 1!4'SS Eko 5118'Eioo 1/4'S5 Eko MEW gi28leel 012 Sad MULLION CAP.,,,,,,,„ F o icy Anchor Clip Patterns A"chor Typo' 11C EIca Ullracon 1142 Elea Uluecon UEO 116'EIeo Ul9ocon 1!4'Eko Ullracm AggneGelor Winton AggreOalor 0orex(G5)Scma(G5) Scmv(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge gslence 0n): 1' 2-1n' 1' 2-In' 3-I/8' 1' 2.12' 1• 2-1R' 2' 3.1/6- 2' 0AW 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedmenl0n): 1414• 1-3/0 1.314• 1.14' T 1-1/4' 1.1114' i-114• I-114' 1-114' 1-114• 2' 1�0' 1.316• vada, ACTUAL PRESSURE REQUIREMENT FOR THE RAN THE MULLION 2Anclwm @4.75'h(ln.O.C.7Slandud or Offset alp(Fla.1): 3901bs 390 1b. 450 lbs 890 lbs 1874 lbs 27011,3 2801bs 354 lbs 740 lbs 374 1b, 664 lbs 946lbs all lbs_ 4421b9 660 lb, OPENING,WHEN IT IS LOWERT = 4 Anobom 001.IV Min.O.C.I Standard(or oMen Cep(Fig.2): 480 ws 700 lbs WA WA WA WA 3801bs WA WA WA NIA WA 682 lb, 085 lbs 1120 lb> CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andnrs 1113- 3'Min.O.C./(2)2c5 Angle Clips!(Fig.3): 780 lbs 780 lbs 060 ibs 1560 lb, 1896 1b, 540 lb, 5601b> WA 760lbs 748lbs 880 lb, 16921bs 682 lbs 88511,3 1120163 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anehore @ 0.'1113-.O.C.1 UCf,.In10.12Y Alum.(Fig.4): WA WA WA WA WA 76A WA NIA WA WA NIA WA WA N/A 715 1b, CAPACITY WHICH MAY BE USED TO QUALIFY 1 A,Whar/FC9p(Na.5): 195 lb, 19511,3 225 lbs 445lbs 0221W 135 Ib3 140 lbs 177lb> 3701bs 1871bs 332103 471 Ibs 179 ibs 2z1 lbs 280 ws ADDITIONAL ANCHOR QPTIONS FROM THE 2 Anchors @ 1.15'Min.5W Fal (Fig.6): 24DIbs 350[as WA N/A WA WA 1901bs WA WA WA WA WA 1 311 Ibs 1 442163 FANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - RODUCPRHVISHD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u mriplying Hith the Florida u8 Cade pwr - fy_-•ryt crep�110p No FIGURE 1:1: FIGURE 2: ,on 2 TABLE NOTES: --I 1.000' • • • 16 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ONUS ING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. rII.W ado Product Conu.1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11(() 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \��\\0�4'( LYNIV^'le7ii� FIGURE3: 2.750' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \\CENSE-'••�F,)a Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705, '74 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 4 D371• '.O,:�' FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :)1 '• l�'-�I S 47, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I Off'•- S-/,Tr OF Q 0 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (•'•.FLORIOI`•)' �`` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.375'MULLION L S ......•• THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 117 ONnL ��� A.LYNNIMiL'LE1�,P.E. FL P.E.#68705 TABLE 4A. ® A Mullion Cn ae 'Table IbsfR2 OpeningWidth(forvedlcalVsparringmullions)orOpeningHeght(forhorizor(alysperfirgmlllions) � a� LL O 50 In 601n 701n 801. 901. 1001n 120 In 1401n 1601. �� r 17 2.760.1 Rectangular Trap/Tdang, Rectanguar Trap/Tdang. Rectangular TiaprTdang. Rectanguar TinpTIn.g. Roclangula TrepRdmO•' Roclen9Jar Lep fdang. Rectangular Trm7flang• Rectanguar Trap7Tdarg. Rectangular TraWdang. Loading Loading Loading Loadn9 Loading Loading Loafing Loading Loading Loedng Loading Loading Loedirg Loadn9 Loading Loading Loading Loadng ^Y = U .860 Alum. a 2> a n x r g ? z F F a F x x a z a r 2 p a p £ r a n Tube ,; a q,. A T; Mullion I;.� a o 0 3 0 3 u 3_ u u u u u 30. u u r� c�` u u$ g_e s m p 7s. a$ q a t m$ s. c- s� k� s` s" � e $ 73 t1._ a .t U) x y, o L' .g5}$' L' cp. Y• �c 6 L' y' 4 •$ rg, Y E 0 _ 421n 110.0 620 170,0 435 170.0 744 170.0 478 170.0 8611 170,0 sm 170.0 092 170.0 $10 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1020 170.0 RI 136.8 1820 170.0 521 J W J = 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 e30 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 060 121.5 1417 170.0 880 1071.3 1417 170.0 680 fn 60,625 In 170.0 741 170.0 583 170.0 Bee 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 748.3 1288 T10-.r1--r1-21.. 1268 170.0 766 104.5 1288 170.0 758 eI.4 12871 170.0 750 117 "o O O 54 In 170.0 797 170.0 612 770.0 958 170.0 691 170.0 71111 170.0 754 150.7 7130 170,0 B03 113.9 1130 170.0 837 120.8 1110 170.0 856 10°.5 1130 170.0 887 88.1 1130 170,0 881 76.3 5130 170.0 861 - � U) 601n 170.0 885 170.0 701 148,5 DO 162.3 761 125.5 915 144.5 748 109.9 915 132.3 735 97.6 915 123,9 728 87.9 975 118.5 720 73.2 015 114.4 715 62.6 015 114.4 715 54.0 015 174.4 715 ~ J 631n 151.6 830 161.9 710 120.5 830 138.9 694 108.5 830 123.2 661 94.9 030 112.2 070 84.4 030 104.0 062 75.9 030 99,4 650 03,3 830 M.5 649 54.2 830 94.1 649 47.4 830 94.1 649 j LO = Wz 681. 132.1 757 740.0 850 110.0 757 118.0 838 91.3 757 705.9 824 82.6 757 98.1 814 73.4 757 88.1 1100 86.0 767 84.2 800 55.0 757 79.0 593 47.2 757 78.2 581 41.3 767 78.2 591 72 In 101.7 630 108.8 552 84.8 638 91.0 640 72.7 638 80.1 530 63.6 838 72.2 521 50.5 030 em, 514 50.0 018 02.3 508 42.4 638 57.2 500 38.3 898 65.3 497 31.8 636 55.2 497 J J o u rcZ 781n 86.5 571 00.4 498 72.1 571 76.6 480 6, $29322.6 479 U.1 571 60.8 471 48.0 571 55.5 464 43.2 571 51.8 459 M. 571 47.0 451 30.0 571 44.6 447 27.0 571 44.5 418 Q � <-• � 781. 80.0 542 83.4 474 88.7 542 70.8 465 67.1 456 56.0 542 55.7 449 44.4 542 51.0 442 40.0 642 47.5 437 33.3 542 42.0 429 28.6 542 40.0 425 25.0 542 40,1 423 ZZ 901. 52.1 407 63.7 381 43.4 407 45.4 355 37.2 349 32,5 407 35.3 343 26.9 407 32.1 338 28.0 407 29.8 334 21.7 407 28,1 327 18.6 407 24.1 322 18.3 407 23.0 119 F Z pp DB In 42.9 358 M.1 320 55.8 358 37.2 114 10.7 309 28.8 358 26.8 304 23.0 368 28.1 300 21.5 158 24.0' 208 17.0 358 21.0 289 15.3 358 19.2 287 O X� 0 0 1061n 30.1 283 30.8 255 25.1 263 25.9 251 21,5 247 18.8 283 19.9 2M 16.7 283 18.0 240 15.1 283 10.5 237 wr `1111 In 27.8 267 283 242 23,7 287 23.8 238 198 235 173 287 16.3 231 15.4 28T 16.5 2261201n 22,0 229 22.3 209 18.3 229 18.8 205 15.7 202 O O d E� z ABLE 4B ANCHOR CAPACITY TMENT FORMULA: _° u m O'• ADJUSO Anchor Capacltv Table lbs ANCHOR CAP.,„,,,,-, e Substrate: 2.7k Concrete 3.5k Cone. HollaxCMU Filled CMU PT Wood Molal (OP-)X( )=ANCHOR CAP.u, F o a o--,k- Substrate: Elco 114'SB Eko 6/16'Elco 114•SS Eko a10 Steel 812 Slcel 0.12 Steel MULLION CAP., ,,,, Anchor Clip Patterns A�Ory�' 3116'Elco UlUacen 1!4'Elco UlUecan 316'Elco Ultrecon 1l4'Eko Ulvecm uiv Ell neerccemr Ullrecon A9pra0alor screw(OS)Serew(O5) ,crow(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge MI-Cin7. 1' 2-SW 1' 2-1n• 3.1/8• i• 2-1n• T' 2-11• 2• 3.1/8' T SAW °.54• 90.24' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In): tJ/4' 1-114' 1J14' IJ/4' 2' 1-114' t-7M- 1.114• 1-114' 1.114' 1-1/4' 1-are' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom @ 4,75'Mln.O.C.I Stendazd or OBset MI,(Fig-1): 390 lbs 390 lbs 450 ros 890 lb, 1644 lbs 27016, 280 lbs 354 lbs 740 lb. 3741W 664 lbs 9461b, 371 lbs '4421b, 5801bs OPENING,WHEN IT IS LOWER OF THE ELECTEN 4 Anchors@1.15•Min.O.C./Slandwd(u Ofsel)C6p(Fp-2} 460M 70016, WA WA WA WA 38016, WA WA WA wA WA 68216, 8851 11201bs CAPACITY(FROM THETA MINIMUM SELECTED 4 Ancncrs @ T Mi".O.C.112)2r5 Ante Clips/(Fig.3): 78016, 780 It 6801bs I%01hs 189816, 540 lb, -560 ft - ITA 76016, 748Ibc 860 1b. 169216, 682 It, eas rs 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR' 2 Ancltars @ 0.45'lAin.O.C./U47Ip,Into.125'Alum.(Fig.i} NIA WA WA WA WA WA NIA WA WA NIA WA WA WA 775 ros CAPACITY W HICH MAY BE USED TO QUALIFY 1 Anchor l F•C5p(Fill.S): 19510, 1111Ibs 225 ros 445lbs 822 lbs 135 lbs 140lbs 177lbs 37016, 78716, 33216, 47J IDs 170 ros 22116, 2601bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1-15'Min.O.C!F43Ip(Fig.B): 24016, 150165 WA WA WA WA 19016, WA WA WA WA WA 341 Ibs 44216, 60016, ANCHOR CAPACITY TABLE. RODUL7 REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Is CCmplylAs Wf61 the Florida utlding CbdC -14 ©�'D Me Co No FIGURE 1: FIGURE 2: TABLE NOTES: en °� I2a�b -'1 1.000' ° •. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aiead ado Prodoc(Cmttrol ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\l\%I l l 11it, j7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \� C710/ FIGURE3: ���'• vICENSF 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" � .t.: • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' _-0•; ( C, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -L ;.P •• ( Z`14 F�,' (1�` FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' C) S ATE 0 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT LF-AST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION �s •••....••'' THE MATERIAL,810&812 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. //�//i A.LYNN MILLER,P.E. FL P.E.856705 TABLE 5A n Mullion Co ao Tabto IbelRa2; � R OponingVt7dth(Bar veillcaBysparri mullions)orOponingHPight(for hadzoinallpspardogmUllom) - 5G^ 50 in 60tH 70 in 80 In 901. 100tH 1201n 1401n 1001n RL. gulat 7tap Bng. RegangNor TmpRdang. Rntanguiar Trap+Tdeng. Ractaag�tar Tmprrrfang, Ractaaf74ar Troprdang. Reotangdar Uap?dang.. Raatongriar Tiop+TrImo, Reolmpthr T1aprTdeng. RaOiangOtar Topridang. ayc 1"X 3.1261% Leddng Laading Landing Loadng Loadng Loadng Loading Loadng Loading Loading Loading Loading Loadfrg Loadng Loading Loadng Loading Loading o= .600"Alum Tubo Mull � B a `ug o � F ,�_ t• D xa P^ n., v M1 ,-. Za• ax., xa _ xn aa iff ,42 N s m-o g r 2 2 : 41 FLL 0 .42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 BOB 170,0 506 170.0 992 170,0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 $21 164.4 1802 170.0 52I _3 48 in 170.0 Tae 170,0 574 170.0 850 170.0 686 170.0 092 170.0 6y0 170.0 1133 170.0 691 170.0 1215 170.0 677 170.0 1417 170.0 080 157.7 1577 170,0 080 135.1 1511 170.0 060 118.2 1571 170.0 680 a 2 501025tH 176.0 747 170.0 583 110,0 BOB 170.0 831 170.0 1048 170.0 084 170.0 1195 17AOT23170.0 5345 170.0 747 470.0 149+ 170.0 758 141.7 149.1 tTOA 758 121.5 1495 170.0 756 508,3 1485 S7DA 758 to O o a 5S In 170.0 797 170.0 812 170,0 956 170.0 69I 170.0 1116 170.0 751 170.0 1276 170.0 1401 170.0 037 149.5 1401 170.0 858 124.0 1401 170.0 881 100.8 1401 170,0 861 93.4 1401 170.0 B01 In mIn 170.0 865 170.0 701 1700 1083 1700 797 1685 1168 170.0 gib 138.7 1150 S87.p 1158 168.6 017 111.0 1156 149.7 910 02.5 1150 144.6 903 79.3 1160 144.6 803 89.4 1156 144.6 903 J J 631n 770.0 030 774.0 745 159,8 1619 170.0 850 137.0 1049 1555 880 118.0 1048 141.7 848 SOA6 1049 132.0 830 95.8 1049 12.05 828 79.0 1048 119.3 820 08.5 1648 518.9 Big 59.8 1049 118.9 850 rA Tif Be In 188.8 855 170.0 780 139,0 955 151.3 801 119.1 055 133.7 788 104.2 055 121.4 775 92.6 855 112.8 705 03.4 055 108.4 757 89.5 BSS 99.6 749 59,8 955 90,7 746 62.1 055 083 748 Z W 8 721n 128.5 e03 134,9 097 107.0 803 114.8 082 91.8 803 101.1 670 80.3 803 91.2 650 71.4 603 83.11 049 64.2 803 78.6 642 53.6 803 72.2 632 45.9 803 60,8 028 40.1 803 69.7 627 78tH 188.2 72S 1114.1 629 91.0 721 97A 8116 78.0 72t 85.1 805 66.3 72t 7e•5 595 e0.7 721 70.1 586 54.6 721 65A 579 45.6 721 59.4 669 39.0 721 50.8 s81 3411 721 58-! 503 --1 � C 78tH 101.0 864 105.4 599 84,2 884 80.4 587 722 681 78.4 576 83.1 884 70.4 567 68,1 084 64,4 658 50.5 684 $9.8 551 42.1 684 54.1 541 38,1 684 51.3 Sag 31.6 884 50.6 534 h Q o Win 85,8 571 87,9 {56 54.8 614 57.3 448 57.0 614 60.0 410 411 514 44.8 433 3e,5 614 40,5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 614 30.4 408 20.6 614 29.0 403 H u7 Z `- 901n 50.2 452 66.7 404 45.7 452 {7,0 396 38,7 452 40.8 390 33,0 452 38,4 384 3A1 {112�32,027.1 452 3a.3 373 22.8 462 28.8 385 t9.d 452 26,2 359 18.0 462 27,8 355 Vj XQ on 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357367 20.8 209 15.9 357 18.0 293 13.0 367 10.2 267 11.9 357 15.0 283 W N111 In 35.5 338 35,8 300 29.2 338 30.1 301 25.D 338 26.1 286 21.8 338 23.1 292 19.5 338 (B.0 284 14.6 338 78.5 279 12,5 330 14.8 273 11.0 338 IJ.B 208 R Y t20ln 27.7 289 282 283 23.1289 23.7 259 19.8 289 20.5 258 17.3 1 289 1 181 252 15.4 289 16.3 240 53.9 289 14.9 248 118 289 72.8 2d0 9.9 289 1t.4 236 8.7 289 10.4 232 1{ O TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.a m0 s.0 AnchorCa aci Table lbs) z $ Seta le 2.71;Corcere a51ccma, udlax1x4u ANCHORCAP.,m,,,,, Fined Ctdu PTWOod 74cid (DP,)XC ,=ANCHOR CAP..,„ in a--,1 -2 5'16,Etta MULLION CAP.„••,, , AnchorCilp patleme Mchn TIP° y1G Elco Ultram U4'FJco Unmwn unmcon 3116•ElcPUBmcm 114,Et unmcon gd'8SE%a tris'8¢o tWSS Elea NfOSted 012SIMI 012 Stant AggaG:lor unman Ag7reonv Scorm(06)scrcw(G5) Screw(G5) USE THIS FORMULATO OBTAIN THE"ANCHOR Edge asiatta 0n} r 2-11r 1• 2.1x2' 317s' s' 2-ire^ r 2-fr2• 21 _ 3.118- r 0.4V 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Emtxdnenl n 13/4• 1.1'4' 1314' 13'd' 2' td/4' 1-7/4' 1-114. 1-114' 1.114' 1-1/4" 2' t-36' 1 Wfr vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctnrs®4as GOre o.C.r SYamaU a onset Cep tE7g.11 33D IDs- a90 Im 4`A IDS ta201c6 ts44 roa 270ms 287 ms 357 lbs 7401(. �374 ms ss4l� assn. 311 ma 442Ita 156a 9. OPENING,WHEN ST IS LOWER THAN THE MULLION 4 Archas®1.15'Lllrt O.C.I Slmdald(a IXseO Cllp(Flg 2)' -080165 7m ids II/A IIIA NIA IIIA 380166 run I MA IIIA WA IUA 682ms Basil. 1120M CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM ars®3'MIn.O.C-1(4)2<5AAFeC9ps/(Mg,4 78D IDs 780 ft 6"Ams 1550 ms 1S36ms sloma -10 Ica n7A 760f1. 74Blbs mom 1892 los 6821Ds 885ItA 11'!00. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anclpn Q 0,65'Atm.CLC.r u4 w IN0,125'Alum.".4y IUA IUA NA ILIA IIIA IUA IUA a A IUA IIIA wA ILIA IIIA ILIn 1073 ms CAPACITY WHICH MAY BE USED TO QUALIFY IA FC9p(Rg.by 195104 105 It. 225 WM 445lbi 822 tt6 135ms 141 ms STT ms 37018. 167 sbs 3321D8 47311. 170IDS 221 to 280 ns ADDITIONAL ANCHOR OPTIONS FROM THE 2Alletu9®1.i51.IIAO.CJF-Ca 06' 241103 3(O IDs tUA IUA II/A NIA 1001Da IIIA IIIA UTA IUA IIIA 3.11 ms 4421[6 L6olas ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'RODUCTRUVISBD n 00tuplyin5 e'"the Florida H1.000""•I u0d1Rg 0" Acceptant No FIGURE 1. FIGURE 2: TABLE NOTES: :pf>a(ioaDnu ` * ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. .a„ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. and ndc Product Conlrol 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHSIS ALLOWABLE, ­loll FIGURE 3: 3.125" y�� �yN'� ,••N •• ,JiJ/( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���\ .•••410EN,SF•••�F,p !• t� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 211-23. © FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 71: No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" - � .._ FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - -F '"T) f�• •: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' l0STATE'OF ; • �� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND SHA THICK N GAUGE).T 3 SCREW THREADS B BEAT 1`X(11'VF X.5'SIULLION r�OT t ` LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (S•VF MULLION) � �S�•.•tORtt��`.•',{2\.; Q THE MATERIAL.1110&812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S,S. A.LYDIf WIIIIE`�,P.E. FL P.E.#68705 TABLE 6A a . Mullion Capacity Table(lbs/fe) NO F Opening Width(for vertloelly-spenNrg mullons)or Opening Height(for horizontally-sparring mullions) did a 601. 601. 101. 80In 9 I 100 in 1201n 140 in 1601. '"� o Roelenpulu Ttap/Tdsne• Redmouler TraplTdeng. Reclan9ular Trep?darg. Reclengular Trap/TdanB• Reotengular Trep/Tdeng. Reclenedar Treprrdan0• Reolengsier TrapRdane. Reclenguler TiopTdaq. Reolaneuler TepRd.0. a: K 1 x 4 x.126 Lsadn9 Leodng Loafing Load.0 Loafing Loafing toadn9 Loadng Loadfn8 Loafing Loading Loadne Loetling Loadn9 Loafing L.,f.g L.adn9 LoadnB of Z v Alum.Tubo .. '� ,. f I I ,. € .. -' - � F ',. ',. -t t '.. .� '� �' Mullion 9 S� a a� g 9 9 'yp&• xp g :L� $g $ s. g B a a� $ g $, $ a a N i) 4R g 3 g E 8 t9 i5 6 5 i5 0 3 t9 5 cR c9 9 1R y 3 p 3 p 3$ li t9 t� b tf h e m is@y, 8 ts.5 5 5. 5 fr 8 1s 8� zsrx yet. y¢q� �. s� s K .s 6 may$ g$5 k�a� }fit �p rz �j Z NKK N O 1~L) 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 608 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 621 170.0 1488 170.0 621 145.6 1489 170.0 621 127.8 1489 170.0 521 J W J 481. 170.0 708 170.0 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170;0 661 170.0 1275 170.0 677 160.3 1303 '170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 07.7 1303 170.0 680 2 60.025 In 170.0 747 170.0 663 170.0 896 170.0 631 170,0 1046 170.0 684 170.0 1195 170.0 723 160.1 1235 170.0 741 140.6 1235 170.0 756 117.1[724 170.0 756 100.4 1235 170.0 766 87.8 1235 170.0 756 W O U 541. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 603 137.2 1168 170.0 837 123.5 it58 170.0 666 102.9 170.0 861 88.2 1158 170.0 861 77.2 1158 170.0 661 m C) F- U) 601n 170.0 985 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 138.8 801 100.0 1042 130.2 791 83A 125.1 782 71.6 1042 125.1 782 62.5 1042 125.1 782 � � 631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 788 90.7 882 114.8 758 75.6 108.4 745 81.8 992 109.0 744 56.7 992 108.0 744 m S 661. 165.4 947 170.0 789 137.6 947 148.0 766 115.1 947 130.3 768 103.4 947 117.7 752 91.8 047 108.7 738 82.7 947 102.2 727 68.9 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 z 2 C 721. 135.8 849 142,7 717 153.2 819 121,0 722 87.0 849 506.9 708 84.9 849 86,4 698 76.5 849 88.7 686 67.0 849 92.7 676 66.6 76.3 659 48.6 049 72.5 652 42.5 8411 72,4 651IN W , 761n 115.5 762 120.7 665 96.3 762 102.6 652 826 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 62.8 602 41.3 762 59.9 597 36.1 762 69.4 595 J U) rcZ Q J - V 761. 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 62.8 609 66.6 724 74.4 680 68,4 724 68.1 691 67.4 724 63.4 SBJ 44.6 57.3 573 38.2 724 64.3 567 33.4 724 63.5 565 J <- 001n 69.6 543 71.8 463 58.0 543 60.7 474F21.0 643 52.9 486 43.6 543 47.1 468 38.6 543 42.8 462 34.8 643 39,5 446 29.0 34.9 436 24.0 543 32.1 430 21.7 643 30.7 426 Q � Z061n 57.3 478 58.9 427 47.8 476 48.7 419 478 43.2 412 35.8 478 38.5 408 31.6 478 34.6 400 28.7 478 32.0 385 2J.9 26.1 188 20.5 478 25.6 380 17.9 418 26.2 378 � N. o O 6 1081. 40.3 377 41.1 341 33.5 377 34,6 335 J71 30.0 370 25.2 377 28.6 326 22.4 377 24.0 321 20.1 377 22.0 317 16.0 377 19.0 JIO 14.4 377 17.1 J0/ W �-�+ n' o" III In 37.1 357 37,8 123 30.8 367 31.6 318 357 27.6 M3 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15A 357 17.4 294 IYi-L 'IT 1201. 29.3 300 29.8 270 24.5 306 25.1 274 308 21.7 270 18.9 306 19.2 287 18.3 308 17.3 263 U x Q > 1441n 17.0 212 17.2 fag - d..� U) U) Z TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: m m0 s0 Anchor Ca aclf Table Ibahi It 2f Subst.1s: 2.7k Comrele 3,5k Cons, Hoftm ehu Filled CMU PTWood MOW (DP_ rANCHOR CAP, , ,,\_ANCHOR CAP.,,, o'K� 5116•Eko 1/4.89 Eko 5118•Elco 114'SS Eke 010 Steel 912 Steel 812 Sled \MULLION EAP.,,o,,,,,, Anchor Clip Patterns AnpMr type: 3/18•Elco Uluacon 174'Eke uluacm Uitwon .WIG Ele.Ullracan i/d•Eka ulvacan Agg.Oetw Ullmeon Ago.G.Ior Se-(05)SUM(G5) Sc(ew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edlio Nslamo 8n): 11 2.112• r 2-112' 3-1/8' 14 2-1r2e 1• 2.112' 2• 3.1/8• T 0.48• 0.54• 0.324• CAPACITY REQUIRED".CORRESPONDING TO AN Embodmonl(in). 1-314• 1.374- 1-314- 1.314• T 1-1/4' 1-114' 1-114' 1-1/4' 1-114' 1414' 2' 13/8• I-TV \ede. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anolwrs®4.75 MIn.O.C./Standartl or OBsal Cnip(Fig.182): 3901b3 390lbs 450165 890165 1644 lbs 270 lbs 280 11,3 3541bs 740 lbs 374165 664 lbs �IB921b. 391 lbs 442 IW- 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @2.25•Mln-O.C./Slanda(d(.rO55el)Clip(Fig.3): 70D lbs 700 lies 580 lbs 1410 lbs 952 lbs WA 560Ibs WA 63016s WA 880 ms 682 lb. 685165 1120165 CAPACITY(FROM THE TABLE)OF THE SELECTED BAnohas®1,15'MIn.O.C./SleMe(d(.rOffael)Clip(Fig.4k B601bs 14DD[be WA WA WA WA 760lbs WA WA WA WA 1383lbe 1770 lbs 2240 ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR - 4 Anehm®Y Min.O.C.1(2)2x5 Angle Clips I(Fig.5): 7901bs 780 lbs 680 lbs 1560 lbs 1896 lbs 540 lb. 560165 NIA 7601b3 748 Iles 880 lbs 662 lbs 8859a 112016- CAPACITY WHICH MAY BE USED TO QUALIFY 6A.ax)r6®3•MIn O.C.!(2)2x5 An91e Gipsl(Fq.B): 1170165 1170165 1020 Its. 2340 Ibs 2844165 870165 B401M NIA if40lba 1122165 17201bs 2836165 1022165 1727165 1680lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 pnclars@OAA Kiln.O.C.I U1Jlp,Inls.125'Alum.(Fq.7): NIA WA NIA WA NIA WA NA NIA WA WA WA WA WA NIA 1470Iba ANCHOR CAPACITY TABLE. PRODUCT REV138D 2 Anchom®2.25'MIn.O.CJ FCllp(Fig,B); 350165 350 Its 290 lbs 705 Ibs 476 lbs WA 2801bs WA 3151ba WA 440lbs NIA 341 IM 442Ibs 560165 u wmptylnp lvhh Na Nlorida End le _ jj����(( 4 Anctwre®1.15'Min.O.CJ F471p(Fig.O): 480165 700165 WA WA WA Nlp 380 lbs WA NIA WA WA N/A 682165 80516. 1120165 1.000' r- AccePtmceo No "ot NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. pore 13Y 1 TABLE NOTES: bi.mi ado Product Cormol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 'FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE \\i 1 I I 1111// • • • • • • • • • • • • LArl SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� .•' \rEN.3C •'•F'P • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000" No.56705 •}s TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE& FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • ,4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S TATE • • • v • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' : ;''... tORIO?'." • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK;STEEL S L ...•••'• STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK (O1 rJNL ANGLE CLIP(FIGURES 5&0)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1•X 4•X.125' A.LYNN NiILiL�R,.P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 7A `oN Mullion Capacity TableIbs1R N ik 2 Opening Width(forvartleally-sparang mullions)or Opening Helght(for hoN9ontally-sperWng minions) �s<� 60 in 601. 701n so In 90 In 1 I 120 In 1401. 1601n g $ O 1x4x.37b Rwtan90 TrapRdang. Rect.wi TwplTdang. Rectangular TrapYdane• Reclan9ukt Tmp/rdang- Rectangular Trep/Td W. Rwlangular T7ep/Tdeng. Rectangular TraplTdana- Rectangular Trap/Tdarle. Rectangular TraNTdang. 0.o m Loadng Loading Loafing Loading Loafing Loafing Loafing Loading Loading Loading Loadn9 Lcadng Loadrg Loafing Leading Loading LoadnB Loafing ,.oz z U Alum.Tuba To', a LL I%..T„ 8 D D x 1^ u D .s D a �• v .a., y D ,a L a m,. p v aaaMullion &g $ >; a� sx �� a �e � igLU �o o: �� rc s d` a rc rc s '23Z O W 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170,0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1408 170.0 621 170.0 1735 170.0 621 170.0 1987 170.0 521 _3 W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.D Sal) 151.0 2024 170.0 680 2 of ci In 60.625 in 170.0 747 170,0 663 170,0 898 170.0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 156.0 1919 170.0 760 138.5 tale 170.0 758 •-a o 0 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 803 170.0 1434 170,0 837 170.0 1594 170.0 858 169.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.0 861 COILI M 60 in 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 044 170.0 1694 170.0 996 155.5 1619 170.0 1033 129.8 1619 170.0 1063 111.0 1619 INA 1063 87.2 1619 170.0 1063 I--' J 631n 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 170.0 1406 170.0 1016 166.7 1542 170.0 1076 141,0 1542 170.0 1122 117.5 1542 168.6 1168 100.7 HA2 167.9 1167 86.1 1642 167.9 1157 ? m 7 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.6 1148 128.5 1472 150.8 1130 107.1 1472 147.8 lice 01.6 1472 146.0 1104 80.3 1472 140.0 1104 Z U)z° rn c 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.0 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 W3 66.0 1720 112.5 1012 �. W> '� ,W j ae _ 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1164 139.9 994 112.2 1184 125.7 978 99.7 1164 115.3 984 89.8 1184 107.5 952 74.6 1104 07.8 935 64.1 1184 83.1 927 56.1 1184 92.3 925 J U)o �_�Z 781n 166.1 1124 170.0 967 138A 1124 147.0 065 118.6 1124 126,8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 908 69.2 1124 89.0 890 59.3 1124 84.3 681 51.9 1124 83.2 B76 1- -J r � 901n 108.1 044 111.6 760 90.1 81{ 94.3 738 77.2 844 82.1 724 67.6 B44 71.3 712 60,1 644 68.6 702 64.0 644 MA 693 45.0 844 64.2 678 38.6 844 60.0 668 33.8 844 47.7 662 Q 96 In 09.1 742 91,6 663 74.2 742 77.2 652 61.8 742 67,2 811 65.7 742 59.6 631 48,6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.6 690 27.8 742 37.6 58; U) n. oC,s� 108 N 62,8 688 63.0 630 52.1 688 63.8 621 44.7 588 48.6 513 39.1 688 41.4 605 34.8 686 37.3 498 31.3 586 34.2 492 20.1 586 28.6 481 22.3 586 26.6 472 10.5 666 24.7 466 M rn o 171 N .87.8 555 SB.B 603 48.0 fi55 49.6 495 41.2 655 42.0 487 36.0 555 38.0 LU 480 32.0 $55 34.2 473 28.8 555 31.3 487 24.0 655 27.1 457 20.6 SSS 21,3 448 18,0 555 22.4 442 x r`1 0S2 1201n 45.6 475 48.4 433 38.0 475 39.0 426 32.6 476 33.7 420 26.5 475 20.8 414 25.3 475 26.8 409 22.8 475 24.6 404 10.0 476 21.1 395 16.3 475 18.7 367 14.3 475 17.2 381 0 X Q_ 0 O 144 N 26A 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.6 330 17.0 293 a.Q Z Co I, TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: .�& m =Of m0 Anchor Capacity Table([be) ANCHOR CAP.,,,,,,,,,, a�rc� Subolmte: 2.7k Co refo 3.5k Cono, Hollmv CMU Feled C7AIU PT W00d Afetal (DP X(' )=ANCHOR CAP.,,, 5116'Eko 114•SS E. 5116'Elco 1!4'SS Elco 010 SIMM #12 Steel #12 Sted MULLION CAP., .,,,, Anchor Clip Patterns AndrorType: 311G Eko Ullrecon 1/a•Eko Ulvacm Ulvacon 3/16'Eloo UlgaCon 1/4'Eko uluecon AepreOafOf u,"'con A0pre0star Scraw(05)6erew(GS) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Wlenee(in), t• 2-12• r 2-12• 3-118' f• 2-12' 1' 2.12' 2' 3-1/8' 2• 0.46• 0.54• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embedment On): 1.314• 1.3/4' i-3/4' 1.314• 2' 1-114• 1-114• 1.114' 1.114' 1-1l4• 1-1l4• 2' IJIB' 1718• ,odes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75'MN.O.C.l Standard or Olfael Crop(Ft.162): 3901bs 3901bs 450@s 89016, 1644 1b, 2701W 280 11,, 354 11,, 740 IM 374 11,, 664 It, 946 lb, 34111,, 44zibs 560 Fl2o OPENING,WHEN IT IS LOWER OF THE ELECTEN 4 Anchors @ 223 MN.O.C.I Standard(or O6se0Clip(Fig.3): 700 lbs 70D ft 580 ros 1410Ibs 952 @s NIA 66011,4 WA 6301ba WA 880 lbs WA 682 1b. 8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED e Anchors @ 1.15•Min.O.C./Standard WONO)Up(Fig.4): 96011 1400 1b. WA WA WA WA 760lb4 N/A WA WA WA WA 1363 lbs 1770 NO 2240 ks MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A.chors @ T MIn.O.C.)(2)2x5 Arple Clips/(Fig.5): 780 Ns 780 ros coo ibs 156o ros 1696Ibs ma ibs 560 ibs WA 760 ros 7481ba 880 lbs 189211,, 88211,9 e&51bs 112011,, CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors @ 3'MIn.O.C./(2)2x5 Angle Gips/(Ft.B): 11701bs MOM 1020 lbs 234016, 284411,, ata lbs 84016, WA 1140104 1122 lbs 1320 lbs 283616, 1022165 1327 ft 1680 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anctwrs @ 0.45-Min.O.C./UCllp,Into.125'Alum.(Fig.7): WA WA WA NIA WA NIA WA NIA N/A WA NIA WA WA NIA 143011,, ANCHOR CAPACITY TABLE. iRODUCFRBVISED 2 Arwhors @ 2.25-MIn.O.CJ F4]Ip(Ft.% 350@s 350 IM 2901bs 705lba 478 lbs NIA _280 IM WA 3151bs WA 44010s WA 31111,, 44216, 56011,.3 3uIIIs dI;11CoIt:9f1I11A0 FlmldO 4 Anchors @ 1.15'Min.0.01 F400(Fin.9): 4801b3 700 lbs WA M1 IIIA WA 380 lbs WA WA WA WA NIA 6821bs 095Iha 11201ba 4"Vpttan N -/ 4a�pia�co No `Y NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP- -•1 1.062° �--- ---j 1.000' r-'- /_-phtt41n Y_ TABLE NOTES: Aianit Dada Product Comro1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 1 I I I I/11 • • • • • • • • • • • • - `�� pN 1 Asia 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��'��,••'�kCENq,••,�F,p • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000' a171 No.58705 SHEETS-Y1-23.HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ _ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.-. _ /'-:111 y - _ FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =O-�•'•,Ul I fT�� f-S /U� • • • •- ® • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE %O •.. 3 • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE i �C` '•.FZOR40P.•'•GC•� 6063-T6 AND BEA MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375" ' THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS '-TNA�-1����\\ I O ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&012 1'X 4•X.375 1'X 4'X.375' 'r 1 r 'T'-MULLION MULLION A.LYNN IJ�I�" P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 8A 2 �N Mullion Capacity Table Ibs#1 Opening Width Iy-sparc911g mullions)or Opening Height(for hoflrpNaP7-sparWng mullions) or`x4a So In 60 N 701. 801n 00 in 104 in 120 in 1401n 1601. i O ReclanB9lar 7mp/7dang. Rectmgdar Trap/Tdong• Rectonpular TrepfTdong. Redc.C. dOnB RactonpW TraP'tdarg. Reatengalor Trap/7dong. Ractan9ular Trepr7dang• Rectangular Tnpren.ng. Rectmgular 7mpRdeng. HS"n: a 1.26"X Loaning Loadng Loaning Loaning Loafing Loaning Loaning Loadng Loaning Loafing Loadng Loadng Laadrsg Loadng LOadnB Loadnp Loading Loading n2 9c V 3.188"x .266"Alum .. F is k' .� .�' .Fa F F .' � 0 Tubo Mull .� �. , . , >i. � e " m 3 8 3 0 S d 3 3 8 d 3 8 5 15 3 a3 6 ap d b 513 z € E[70! >: � N�. s� o: E� E� a: �.� as� k .frc � f O421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 SM 170.0 See 170.0 992 610 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 621 1700 1735 170.0 621 151.6 1769 170.0 521 JlL 48In 170.0 708 170.0 624 170.0 650 170.0 584 170.0 092 170.0 830 170.0 1133 661 170.0 1276 170.0 677 170.0 1417 170.0 660 154.8 1548 170.0 660 132.7 1646 170.0 680 116.1 1548 170.0 680 j S 1,p 11, 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 684 1105 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 766 11J O o 64 in 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 7 170.0 1275 70.0 803 163.1 1376 170.0 837 146.8 1376 170.0 SSG 122.3 1376 170.0 861 104.8 1378 170.0 861 91-7 1378 170.0 861 Ib N I-- M 170.0 885 170.0 701 170.0 1063 170.0 787 160.9 1158 170.0 870 13. 167.4 930 123.6 1158 158.8 910 111.2 1158 150.0 912 92.7 1158 144.8 005 79.4 1158 144.8 905 69.5 1158 144.8 905 Fes-. (-) J 63(a 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.7 1051 142.0 548 108.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 88.6 ISM 119.1 821 60.0 1051 110.1 821 O" S r 66 In 167.1 057 170.0 769 139.3 957 151.6 805 119.4 057 134.0 790 104.4 957 121.6 777 92.8 957 112.8 781 83.6 957 106.6 769 69.8 057 100.0 750 59.7 857 989 748 52.2 957 08.9 748 c 721n 128.7 801 135.2 698 107.3 804 115.2 664 91.9 804 101.3 671 80.4 804 91.4 660 71.5 604 S4.1 650 84.4 004 76.8 643 63.6 804 72.3 633 46.0 804 69.9 629 402 804 69.8 628 j n.e s 761n 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 66A 722 76.7 596 60.8 722 70.3 688 64.7 772r20.8 580 45.6 722 69.5 870 39.1 722 68.7 50.5 34.2 722 56.2 564 JQ � � r 781. 101.2 686 105.6 600 84.4 685 69.6 588 723 685 78.5 577 63.3 685 70.5 668 66.2 685 64.5 560 50.6 665 653 .42.2 SO 64.3 643 36.2 685 51.4 637 31.6 685 50.7 536 N `- � 0) O 901n 65.9 615 68.0 457 64.0 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 615 40.6 428 33.0 515 422 27.5 515 33.1 413 23.5 515 305 407 20.6 515 29.1 404 ZQ X Z N _ 96 In 64.3 453 65.8 404 45.3 453 47.1 397 35.8 453 41.0 39t 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 22,9 356 _ 0-0 8 0 108 In 38.1 356 38.0 323 31.8 358 328 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 300 15.9 358 18.0 293WIII In 35.1 338 35.8 308 293 335 30.1 301 25.1 338 26.1 297 72.0 338 23.2 293 10.6 338 20.9 289 17.6 338 285 d' X N 1201. 21,8 290 26.1 264 23.2 280 23.0 260 19.9 290 20.8 258 17.4 290 18.2 253 16.4 290 18.4 249 U N ,Q O O 1441n 16.1 201 1B.3 186 d -� Z..0 0 TABLE 8B m0 x0 -ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorCa ecl Table lbs ANCHOR CAP.,".„,, o�rc� Substrate 2.7k Concrue 3.5k cmc. Wuv a.m Flged C61U Pt tvOsl IAe1H (DP,)X( )=ANCHOR CAP.,,, 816"Elco p SS Eko 1916'Elco 174'SS Elco 910 SIa3 V1231ee1 012 Slcel MULLION CAP.,„,,,,,, AnchorCllp Patterns Mmor Typo S'16'EuouOrdcm 114'EkoUllracon 1.11.mn 916'Elto U`-- fld'EkoUllracon gr-Gatof unracm AggreGelorSere (G5)Scfzv(G5) Screv(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Olslarre gn) i' 2•VT V, 2-112• 3.1/8' 1• 2.921 r 2-U2' T 31/8'• T 0.48• 0.54' 9.324- CAPACITY REQUIRED'CORRESPONDING TO AN FmOe Icnt n- 1.314' 1$'4' 1374• 7.314' 2- 1-714' 1-114' 1.1/4' 1-114' 1-114' 1-1/4' T tea' I3'8' erodes ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhon@4.75'LIIa O.C./Sler4wd&OIBel Cllp(Flg.1): 390 lbs 39012 450 lbs W4� 0lbs 2EO IDS 357 IDs 740 lbs 374108 664 IDS aB11B 341 IDS 442115 560105 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMWS @ 1.15•Ilia O.C.I SlanmN(m OMel)C9p 09 2)' 403105 7m los 11/A1rA 9ED lbs 111A IVA IIIA IVA NA 662lbs 895 lbs 11201t s CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctars@3'tdln.O.C./(2)275 ArOle Clips I Ing 3) 700 lbs 700 lbs EBOibs 0Ibs 5601Ds R/A 7601a 748Ibs 860105 1892106 6B21bS 885115 Ii20lbS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcmrs@O.dS'LlIO.O.C./UCnp,In1o.125'ANm.(Fig.4) IUA IBA IIIAWA IVA IVA IVA 111A IVA IUA N/A tun 14,01ts CAPACITYWHICH MAY BE USED TO QUALIFY 1Areigr/F4:Op(R116) 1951bs 105 me 225Ibs 5111 140 Me 1771bs 370IbS 187 Ib5 3321bs 41,325 170115 221 Ib. 25011e ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mbtgls @1.15.1•IIn O.CI FCO 9.6): 240109 35012 N/A tUA IUA t1lA 19012 tun tUn IUA IIIA IVA 371115 d4z ms E60IOo ANCHOR CAPACITY TABLE. PRODULTRBV1613D as umbplyingvrhh the Ploddo NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Co& Aoceptonoo No - [� O88'X.265'M FIGURE 1: FIGURE 2: TABLE NOTES:• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONNiami ode P[Dduct CantrnlON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.IGUANGLE 3j LION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE • LICENCLIP MUST HEE S21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS0 ® BE USED SHO N ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ No.513705IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 'RE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �c��sBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BET 5 A7:O-6063-T5AND BEA MINIMUM OF.12�THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANDI ON ,.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A38.ALL ) •'•• QJO ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 70 L ,�#10&1112 ANCHORS INTO WOOD MAYBE STEEL,18-8S.S.OR410S.S. A.LYNN' 1(.LBR;P.E. FL P.E.#68705 TABLE 9A aY Mullion Capaolly Table(Ibeltt°) Openln9Wldlh(IorvortIcally-spanning mullions)or Opening Holght(for larfantally-sparnlrg mullions) oH` n`' So in 601n 701. 1 801n BON 1 100 In I201n 1401n 16013 Z u. O 1.26X9.26 Flaatmgular TrayTdsnO. Rxlengdar TrepTdnng. Reelnngular T2pTdang. Facts TrapTdanp. Reslenp4lar TMPTdanp. Raotsngular Rprrdanp. Reaterqutar TraMdanp• Raetengular Tmplfrlano. Raslonguier Tm{JTdang. tiY .loading Lcadng Lwdng Loading loodinp Lading Laadag Loading Ladrg' Loading Loading Loading lwdng yL•Loafiag Loadinng Loading Lading Loading o2 2 100 AlumTuba o ��, B yp� P$,8 E �jl g g FQ F�{ N s Uz 42 N 170.0 020 170.0 435 170.0 744 170.0 476 170.0 668 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 621 153.3 1110 170.0 521 127.7 1118 170.0 521 109.6 1118 170,0 621 05.8 1118 170A 621 W 481, 170.0 708 170.0 524 170.0 950 170.0 681 167.8 ore 170.0 630 146.7 1176 170.0 661 130.4 079 170.0 677 117.3 978 170.0 660 97.0 910 170.0 680 83.8 978 170.0 680 73.3 918 170.0 6110 J S 50.625 In 170.0 747 170.0 563 170.0 898 110.0 631 150.7 927 170.0 601 131.9 927 180.5 708 117.2 927 159.1 699 105.6 927 150.3 1198 87.9 927 158.3 695 75.4 927 1583 695 65.0 927 158.3 695 (n 54 N 170.0 7W 170.0 612 154.5 069 170.0 691 132.6 869 153.9 693 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 651 77.3 869 128.8 652 68.2 869 120.0 652 57.9 869 128.8 652 (3J p 0 60 N 143.2 746 163.8 634 119.4 748 1323 620 102.3 746 117.6 608 89.5 748 107.8 699 79.8 746 101.0 692 71.0 746 96.6 587 69.7 748 93.3 683 51.2 746 93.3 fie.] 44.8 142 93.3 583 ~ � M J 63 in 123.7 877 132.0 579 103.1 611 113.2 566 88A 677 100.6 655 77.3 877 91.4 548 68.7 677 85.2 639 61.9 677 81.0 534 61.8 677 77.0 529 44.2 877 76.7 529 38.7 877 78.7 6211 � W J S6013 107.6 817 11d.i 6J0 119.7 817 97.6 510 78.9 617 88.3 6011 87.3 817 78.3 600 69.9 817 72.11 491 Sn.B 817 08.7 489 41.8 817 B/.d 483 384 817 117.7 482 33.11 647 03.7 482 z 7213 82.9 610 61.1 150 69.1 518 71.2 440 69.2 6111 85.2, 432 51.8 618 611.8 125 48.1 618 64.2 479 41A 610 60.7 114 31.6 Ste 46.6 408 29.8 518 45.0 405 25.11 510 45.0 405 Z 761n 70.5 465 73.7 408 58.7 465 62.6 398 50.3 405 54.9 390 44.1 485 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 39.3 367 25.2 465 36.5 381 22,0 465 36.2 311] 0 i W 7813 65.2 441 8fl,0 381 64.3 441 57.7 379 46.6 441 50.8 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345 J L" 4� rrZ 901n 42.4 332 43.8 295 35A 3N 37.0 289 30.3 332 32.3 284 20.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 16.2 332 19.6 262 13.3 332 18.7 260 Q O o { f O Q 00 in 35.0 201 36.9 2110 29.1 291 30.3 256 25.0 281 26.4 252 21.9 291 23.6 248 19.4 291 21.3 244 17.6 291 19.5 241 14.6 291 17.1 236 12.5 281 15.11 232 ZZ Z 106 to 24.6 230 25.1 209 20.6 230 21,1 205 17.6 230 18.3 201 15,4 230 16.2 198 by ��y0 III In 22.6 218 23.1 197 16.8 211119.4 194 16.2 218 16.8 191 14.1 218 11.9 IBB N i0 o B 12013 17.9 187 18.2 170 14.8 167 15.3 187 -- M C2 x U N a 0 0 a TABLE 96ANCHOR CAPACITY ADJUSTMENT FORMULA: O r.0 � d�� � �� AnehorCe achyTable(]bs ANCHORCAP.,�,,,,,, ta- Subsliele: 2.71,Concrele 3.5k Carom. Noma CSIU Filled Ulu PT Wood Motel (DP)X( )e ANCHOR CAP.,,, K3.116' 714'63 Elco 5'16'Elco 1/4'SS Elco p10 Steel 012 Steel p12 Sled MULLION Anchor Cllp Patterns AmMr Typo: 3II6'Elw uhmcon 1/4'Elm Ultmcan3116-Elm ullmcon 1/4'Elm Ullmann USE THIS FORMULA TO OBTAIN THE'ANCHOR Apg63 Elor Ulbacon AppreOnlor Screx(OS)Scnnv ool 012 S(G5)1' 2-1/2' 1' 2-1/2' 1'. 2.112' 1' 244 2' 3.110' 2' 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING1.314' 1.314' 1.34' 1314' 1.1/4' 1-114' t-14' 1414' 1-114• 1-114' 2- 13/8' 1318' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.W Min.O.C.I Standard or Offset Cig(Fg.1): 3901bs 390108 450 IM 8007bs 270lbs 2801bs 354lbs 140Ito 374 lbs 6641bs 9461bs 3411ba 442 lbs 660lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahora @ 1.75'A11n.O.C.1 Standard(or OpseO C(Ip(Fig.2): 4901M 700 gas WA WA WA 360 ros WA N/A WA WA N/n 68z lbs 8851M 1120 fba CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AM"03-MIO.O.C./(2)2x5 Angle pips/(Fg.3): 7801a 780 n. 680lbs 1560lbs 540Ibs 560 tins WA 760 IM 748lbs 88]IM 1892 lbs 8821bs 885IM 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amhors @ 0.54'IAin.O.C./U alp.Into.100'Alum.(Fg.4} WA WA WA WA WA WA WA NIA WA WA WA WA WA 050Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/Rail,IFlg.5): 1851bs 195 las 225 gas 445 Ibs 135 lbs 140 gas 177 IM 370 lbs 1871W 332 lbs 473lbs I7O los 22111,3 280 ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anolws @ 1.15'h1h.O.CJ F-Olp(FIg.6)• 240 lbs 350 ros WA WA NA WA 190 lbs WA NIA WA WA NfA 3441M 4421M 550 ros ANCHOR CAPACITY TABLE. AODUCTREVISP.D cornislyb5g whh the Plodda . dingCoN 4" .D1 �Lp, eal.3 No-1.250' er3DFIGURE 1: FIGURE2: TABLE NOTES: _- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION .1 ads PcedM ntrel ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �•( LYNN FIGURE 3: \���,r0\ .......,1LJj��` ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fri ® 8 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - >4 Iv O.58'105 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,100' ='O '•(/1 yt ••(1` FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S ATE b • 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND BE PRESSURE ��'•.,FCOR1D l`,.•'G�`�: .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A30.ALL 1.25'X 3.25X.100" G o ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 1110&812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILL�`�2,P.E. FL P.E.#60705 TABLE 10A m ^ 4N q it Mullion Capacity 761178{Ibaltt7j Opening Width(for wdically-spar48ngmullons)or Opening Haight(for horizorlally9panrdrg mdliorks) Solt 60 In let. 801. 1 90 in too In 1201.. 1401. 160 in 0 1.26X336 Radangutar Trapmkq. R.1 go., T'.PIT4.19. Rectangular Trep(I'dug. Ratlan2ulat T1ap/rt". R.da.plar Tiap/7riang. Ratla.gular TrapTrOng. Rettongular Trspfre"S' ""A"p,41 Ttep7Aang. Rettangdar Ttop4 long, X.824 L-17.g Loading Loading Loadm9 Load-ung Loading L0.00 Loading Loading Loading Lmdmg toiding Loading Loading Loading Lading Loafing L..d, R U A1um.TubeTi ., - .., u.. - .. .. . •u .. ,. • .-. .. . AFMullionIS a g4@ o sg �� eae a a� asa� a >r� aa aagav tSo u v u v u u u u v., u u ci u i"a c ua %v v u" o0. vo;,1 7H $n" f @ d`a` �& f d^& f'+r, d`a" �€. dr& d`& '@ dam¢ �, dr& c d`& .'�@, -T& �'� -U H d`& E @ dr& @ & E c d`& ,y3s€ d`& z F 421. 170.0 620 110.0 435 170.0 74d 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 110.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 $21 170.0 1983 110.0 621 W 48 in 170.0 700 170.0 624 170.0 8S6 ROA 684 170.0 992 170.0 630 170.0 It33 110.0 661 170.0 1216 170.0 677 170.0 141T 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 140.6 1979 170.0 1380 J 50.6261. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 17010 604 170.0 1195 170.0 723 110.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.6 1877 170.0 766 133.6 1011 170.0 756 :E a m U) LU O Q Min 170.0 197 110.0 612 170.0 956 170.0 69I 170.0 Yti6 170.0 764 170.0 1276 110,0 803 170.0 1434 170.0 037 170.0 1591 110.0; 856 166.4 1759 170,0 861 134,1 1769 170.0 861 117.3 175g 170.0 661 m O 1- 601- 170.0 885 170,0 701 170.0 1063 170.0 797 170.0 1240 17010 078 170.0 t417 170.0 SII 16t.1 1511 170.0 996 45.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90,6 1511 170.0 1063 C]) 0 CA F- C) J 671. 130.0 970 110,0 7d5 170.0 111fi 170.0 060 170.0 1302 170,0 940 168.6 1370 178.0 1015 139.2 1310 170.0 1076 126.3 1370 161.0 1082 101.1 1370 165.9 1072 89,6 1370 155,3 1070 78.7 1370 165.3 1070 d p 161. 170.0 074 170.0 789 170.0 tifi9 170.0 903 155.6 1248 170.0 1002 -136.2 1248 158.6 1013 12t.1 1240 147.1 1000 108.9 1248 USA 989 80.8 7248 VDD 978 77.11 1246 129.0 975 617 1246 129.0 91'6 Z J 72 in 167.8 1019 170.0 870 139.8 1019 160.7 892 119.9 1019 132,1 87b 1013 1619 119.1 060 93.2 1019 103.7 Ode IIX9 1049 102.7 038 693 1049 94.3 825 59.9 1019 91.2 620 62A 1049 91.1 820 3 76192 142.7 911 149.1 022 118,9 941 126.8 805 101.9 911 111,2 791 092 941 100,0 777 79.3 941 91.7 766 71.4 941 85.5 767 69.5 941 77.6 744 51,0 941 74.0 737 44.6 941 73.3 736 o Z 78 in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 M 102.4 753 826 891 91.9 740 73.3 891 81.1 736 65,0 891 78.3 721 65.0 894 70.7 707 I7-t 891 67.0 701 41.3 891 66.1 698 90192 85.9 671 88.7 596 11.6 671 71.9 605 61.6 671 66.7 STS 63.7 671 60.2 566 47.7 611 52.9 650 47.0 671 48.8 561 75.8 671 43.1 639 30.7 671 39,7 $31 26.9 671 31.9 526 o 961. 70.8 $90 72.8 627 69,0 590 61.4 618 60.6 690 63.4 600 44.7 510 41.6 502 39.3 690 43.0 494 35.4 590 39.6 408 29.5 590 31.7 477 26,3 590 31.6 469 22.1 590 20.8 464 h x Z 00 109in X49.7 466 $0.8 421 41A 466 42.8 414 35.5 466 37.1 408 37.7 4b13 32.9 401 17.G 4G6 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17,11 466 21.2 373 16.6 466 19,6 370 In u9 60 V5 0V o or 111 In 45.0 441 46.1 400 30.2 441 39.3 393 32.7 441 341 387 28.6 441 30.2 302 25A 441 212 376 22.9 441 24.9 372 19.1 441 21.5 363 16,4 441 193 356 14.3 441 17.8 351 W CO 1201. 36.3 178 36.9 314 30.2 }78 31.0 339 269 376 2G8 334 22,7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.6 321 15.1 378 16.7 3t4 1Y x 144 in 21.0 262 21.2 242 17.5 262 17.0 239 15.0 1-2-62-,V5 230 U N Q oO TABLE10B a mO s0 AnehorCepacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ^S gg e( °22'w sulsirate. 23k 03omIde 31,Cmc, Han-0,U) FOIe0C1,11.1 PT SYow M70 (DPo)X/ANCHOR CAP.,,,,,,,,,,,,\_ANCHOR CAP... F Anther 6116-Elco IWSSEIco N16'Elto U4'SSEtco N10SIeel 012SIeel 912 Steel MULLIONCAP.,,�,, AnehorCllpPatterna TYPe 9116'Elmunracm U4'ECO.,.- n IlnrHcon 3'ICEIcounracm 114'Elcolinracon AOge der unr4cm A9greGatcr Screx(W)StraVQ35) Suex(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge()Ista eon) 1- 2.112' to 2-112' 3418' 1. 2-112' Y' 2.112 V 3-116' 2' 0.48' 6u4' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmDeOnml n 1314' 1.314' 1314- 13'4' 2- 144' 1.114" 1.414' 1.114' 1414' 1.114' 2' 1-318' 13'8' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anm @4.WI.Ila.O.C.7 Stannad;M373-509 t} 300 IDs, 390106 450 IDS 800 IDS 1644 IDS 270 IDs 28D IDS 351 IDS 740101 374 IDS 664101 9161D9 1 3111D5 442101 C60 the OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archas @ 1.15'Min OA IStardard(or(xmI)cBp(RD 2Y 480 IDS 700 IDS N/A IUA 11/A IBA 380 IDS NIA IUA RIA IUA IUA 492100 885106 1120101 CAPACITY(FROM THE TABLE)OF THE SELECTED dAntt)DR@3'IAm.0,C.l(2)246ArgL0psr(n9,3X ?00 IDS 703 1b. ISM In 15M Re IM6IDS Si01Ds 5m Ib8 IIIA 70ibs 740 los 880 IDS 1892 IDS (821bS 885 He tial lbs MULLION,IT WILL YIELD A MINIMUM ANCHOR 3Archas @ Q.Sf'I41n.O.C./U COp,Inlo,lw•Alum.(F0.,4). IIIA IUA NIA IUA IUA 111A IUA IUA IUA IIIA IUA APACITY WHICH MAY BE USED TO QUALIFY t Arctorl F-C6p(770 5). 105 IDS 103101 225 IDS 445 IDS o2itta-1 1351b, 1d0IDS ITT IDS 370101 Y87IDs 332 Ra 473 Nu 170Ibs 221 Ru 280101 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antltors @ 1.18'IAn O.CJ F•CG 0..6) 240 IDS 310 IDS IUA IUA IIIA IIIA too IDS NIA IUA IUA IUA IUA 311104 1 442 Its 1 160 IDS ANCHOR CAPACITY TABLE. PRODUCTRBVISBD dAGlglOolc hhUlaPtottda capumw No �'� FIGURE 1: FIGURE 2. TABLE NOTES:. 1.250'-- p PGu • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4lodnel Castro ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1{li 111777 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ory LYNN 4 /i�� FIGURES: ,�`,�� ,. e if ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ` ,1G-NSA''•. .f7 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. No.56705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ' FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624, C 2. j 5': u ; _ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ^-1. 0 Si ATE or • • 6083-T5ANDBEA MINIMUM OF.100'THICK-STEEL STUDS TO BEA MINIMUM GRADE 33 AND •FLORtOI. �,\�� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL �� SS •••.... .` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,25'X 3.25X VC '777�O f11�i„ i v. Ill d 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNt(11N4111L R,P.E. FL P.E.#68706 TABLE 11A ^ i)�PQN �•1 Mullion Capacity Table(Iba/Tt1)• •l Nhx Opening lMd0i(for vedically spanning muillons)or Opening Hal ght(for hodzonfaVsponrdng millions) Oil 601. 601. 701. 80 In _90 in 100 in , 1201n 140 in 1601n I 1.a, p 126X3.94 Reclaigutar Tiapmlaag. Rectangole, T7ap/rdang. Rectangular T4apTuang. Rectangular Traprrdmg.• Rectangular Trap?neng. Rectangular 7rap7riurg. Rectangular Trap'Tdang. Rectangular TrapTAang. Rectangular TiaprWang. ��4 Loading Leading Loading Lowing Loading Loading Loading Loading Loading Leading Loading Loading .Loading Loading Loading Loafing Loading Loading n2 t V X.624 Alum.Tube .E .�' .& .& .�'., .�.. „ f .. .E .F .�,- .s .F� .B .5 n .F .'�Til'; u N Mullion ate. a o B R� a o� a ag a Zo U qS o ag a a n@ p a2, as v o@, aZr' ' u u u ve u o v uo u m 3 md0 W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1408 170.0 621 170.0 1735 170.0 521 170.0 1983 170,0 521 -j W 48ln 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.6 690 170.0 1700 170.0 600 170.0 1987 170.0 600 170.0 2267 170.0 680 50.625 In 170.0 747 170.0 667 170.0 896 170.0 631 170.0 tots 170.0 684 170.0 1195 110.0 723 170.0 1375 170.0 747 170.0 1494 170.0; 760 170.0 1793 170.0 7S6 170.0 2092 170.0 766 170.0 2391 170.0 766 ` U p O 54 10' 170.0 797 170.0 612 110.0 956 170.D 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 661 170.0 2271 170.0 861 150.2 2403 170.0 861 m O {- h 60 in 170.0 085 170.D 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 914 170.0 1594 170.0 996 110.0 IT71 1701 1033 170.0 2126 170.0 1063 140.7 2167 170.0 1063 129.0 2163 170.0 1063 F--' U (O J 631n 170.0 930 170.0 745 INA 1116 170.0 050 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1016 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117-7 2060 170.0 1171 WW 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1757 170.0 1155 170.0 1940 110.0, 1210 143.0 ISO 170.0 1276 122.6 1966 170.0 1286 107.2 1966 17D.0 1286 z W z6 m m 721n 470.0 1063 170.0 078 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1134 1691 1386 MA 1734 155.9 1364 99.1 1734 I60A 1352 86.7 1731 150.2 1352 � J;�; � �W 0 76in 170.0 1122 170.0 937 M G 170.0 1080 168.5 1556 170.0 1209 147A 1556 165,2 1285 131.1 1556 151.5 1266 117.9 1556 141.3, 1261 98.3 1556 128.3 1229 84.2 1556 1223 1219 7J.7 1656 121.2 1218 O J v �z 78 in 170.0 1151 170.0 967 1 170.0 1116 155.9 1477 169.7 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.21477 109.3 115490 in 142.0 1110 146.6 98610 123.9 968 101,6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 69.2 1110 713 891 60.7 1110 66.6 878 44.4 1110 62.7 870 z � N96in 117.0 975 1203 8725 101.5' 866. 87.6 976 083 842 7J2 975 70.6 829 fi6.0 976 71.2 ell 58.6W43' 65.4 807 40.8 976 57.4 189 41.0 975 52.3 R6 36.6 975 493 767 x�Z1081n 822 771 84.0 6961 70.7 685 68.7 .171 61.7 fi7d 61.4 '771 S4.J 661 45.7 771 490 b65 41.144.9: 647 333 771 38.9 632 29,4 771 35.0 621 25.7 771 72.4 612 (ndIII In 76.7 730 71.3 6610 65.0 660 63.1 73D 563 640 473 730 49.9 631 42.1 730 45.0 622 37.9M11.t 61d 31.5 730 75.6 600 27.0 730 71.9 589 27.7 730 29.5 581 (mM59.9 624 61.0 6694 512 560 42.8 624 44.3 SS2 77.5 621 39.2 641 333 62d 35.7 577 30.0322 631 26.0 62d 27.7 519 21.4 626 24.6 509 18.7 624 22.6 501d' xU) 1441n 3d.T d33 35.1 d00 3 29.d 395 2d.8 437 25.4 390 21.7 433 22.4 305 193 433 20.0 361 17.3182 376 U N Q U U d oZ rn In TABLE 118 m0 O AnchorCapaclty Table(lbs) - ANCHOR CAPACITY ADJUSTMENT FORMULA: .. €��� ANCHOR CAP.ra,,,.-. o SBMlrale: 2.7K Cacrele 3.6K Calc. Htllax ChW Finedet3u pilVad lddd (DP,)X( ANCHOR CAP.,,, SIfC Elco 174'69 Ek0 b16'Etc 174.85 Elco fl10 Steel N12Stcel e1251cet `MULLION CAP � Anchor-Cllp Patterns Anchaiype 316-Elco unracm v4•ekourt,acon unracon 9tfi'Elco Unrmm v4•Ekomtmcon AggreGator mtmem Agg¢Gatu Se®W((s5)Screv(G5) Sunv(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgo Clslance on) 1• 2-1/r r 2.112' 3118' r 24/24 1• 2-v2• z' ave' 2' 0.46• 0.54• 0324' CAPACITY REQUIRED"CORRESPONDING TO AN Embamall n 1314' 13'4' 13/4' 1314' 2' 1-114' 1-64' 1.1/4^ t-174' 1-414^ 1-114' 2' 1-3'B' 13'8' laces ACTUAL PRESSURE REQUIREMENT FORT HE 2 Aactnrs Q 475'ham O.C./SlardM a Oraet Ciip(Rg.1y 390lbs 390108 450 lbs 0901bs 1644 Ins 270109 280106 354 Ibs 740 Ila 3741bs 733.2its His 046 as 311109 d42Im so IDs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1,15'h11rt O.C./6Ia,761n1(a Ofkei)CAp(Flg.2) 4&1105 700 Ito IVA IFA II/A 1371 3W Iba t1lq WA wq IVA sezlbs e66IDs n2u los CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archom Q 3-Min.O.C.I(2)2c6 Angle Clips/ply.3y 780 HIS 780 led 680105 1560[be 18%Rus 6401U8 560106 NIA 760 IDS 748Ibs 1802 Be 6821bs 885 1[6 1123 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors Q 0.54'htln.O.C.I UCllp,In1o.100-Num.ft 4) NIA IVA NTA IVA NIA IIIA IVA NIA IVA IIIA IVA WA IUA 1267 Be CAPACITY WHICH MAY BE USED TO QUALIFY - f Ancrorl F-Up pig.by 195 W 195 Ito 225101 445 IDS 822[be 13510s 140 Me 177 lbs 3701bs 1871bs 473It. 1701bs 221 105 200 IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.15'IdIrL O.CJ F-Cnp(Mg 6y 240lea 350 lbs NIA IVA IIIA NIA 100 ICs IVA IVA IIIA NRA 371 cos 4421tr, 560106 ANCHOR CAPACITY TABLE. PRODUCina whh PJ3 a;eom)tlyinp tvhh the Florida BuIIIII Q . 1.250' Acceptm4w No 4q °"pat° FIGURE 1: -- FIGURE 2: TABLE NOTES: IIS} • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ado pro ucl Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `\111 I I I I I l f i1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. ����s,0 •„•"•.. FIGURE3: •a'�,•'110ENSF •.,'P i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' F SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS %�- 4 ' CLIP MUST No..70705 `- Fe r sS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. - �^ 4)SUBSTRATES:CONCRETE SHALL,CONFORM TO.ACI 301 SPECIFICATIONS.HOLLOW AND G7 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL S-ATF ^W� FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" �'U'� •.,FCOI240I;.••C� • 6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� O 0 .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND 136.ALL 77`/O(VAL 1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1j I I I t 1114 411 -8 S.S.OR 410 S.S. 125' #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18 MULLION 624' A LP.E. FL P.E.#5805 TABLE 12A o � Mullion Capacity Table Ibsrlt2 ti S Opening Width(fclrverlicalty-spanring mullions)or Opening Height(for horizonteuysperring mUlionS) 911! 50 In 601n 70 in 80 In 90 In loo 1n 12010 .14010 16010 Rectangular T.PRdang. Rectangular TiaNMang. Rectangular Map/Tdme• Rectan9ufar Tmprrdang. Rectangular TrepRdong. Reclan9J°r TmpRdang. Rectangular TraplTllang. Roctoneular Traprtdong• Rectangular UlpfUleng. pp 2 X 4X.26 Laadng Loadn9 Loading Loadn9 Loading Loadng Loading Loading Loafing Loadn9 Loading Loadn9 Loafing Loadn9 Loading Loading Loading Laadng o o: U AIum.Tube [170..0 Mullion g0i9itafi IS-2 k ` � 65 IST IS i fi� kkZ421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 606 170.0 992 170.0 Sig 170.0 1118 170.0 521 170.0 1240 '170.0 621 170.0 1488 170.0 621 1735 170,0 521 170.0 1983 170.0 621 2 48 in 170.0 708 170.0 524 170,0 850 170.0 684 170.0 OD2 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 1883 170.0 680 170.0 2287 170.0 68060.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 756 170.0 1793 170.0 756 17 2092 170.0 766 170.0 2391 170.0 756 = y c U) 64 In 170.0 707 170.0 612 170.0 950 170.0 691 170.0 1116 170,0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 891 110.0 2231 170.0 661 170.0 2550 170.0 861 W C> 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 990 170,0 1711 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 m J 031n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 04D 170.0 1488 170.0 1015 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 1 661n 170.0 974 170.0 769 170.0 1169 170.0 906 170.0 1364 170.0 1002 170.0 1558 170.0 1066 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1288 d m 7210 170.0 1063 170.0 878 170,0 1276 170.0 1069 170.0 1468 170,0 1126 170.0 1700 170.0 1228 170.0 '1913 170.0 1516 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.6 2164 170.0 1620 100.2 2184 170.0 1530 Z �` a mW 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170,0 1322 165.1 1960 170.0 1421 148.6[971 170.0 1605 123.6 1960 161.8 1548 108.1 1960 154.0 1636 92.0 196D 152.7 1631 J d n reZ 4 701n 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 147{ 137.4 167.1 1600 114.5 1861 147.3 1473 98.2 1661 139.8 1458 65.9 1861 137.6 1454 Q J min 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1388 136.0 1198 111.8 1398 121.3 -1179 99.4 1398 110,2 1162 89.6 101.6 1147 74.6 1398 89.8 1122 63.9 1798 82.7 1105 55.9 1398 78.9 1098 Q N o m In 147.4 1220 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92 j.1229 98.9 1044 81.9 1229 99.6 1029 71,7 82.4 1018 81.4 1229 72.2 093 627 1229 65.9 977 46.1 1229 62.1 067 ,.Z W.O 108In 101.5 971 1D5.a 877 86,3 971 69.0 862 74.0 971 77.2 849 64.7 971 68A 637 57.5 971 61.8 826 61.0 66.5 615 43.1 971 49.0 796 77.0 971 14.0 782 32.1 971 40.8 711 o0 0� C4III In 95.4 910 97.3 062 79.5 919 61.9 819 Be.I 919 70.9 806 59. 919 62.9 784 63.0 919 50.7 784 47.7 61.8 774 39.7 919 44.8 758 34.1 919 40.2 742 29.8 910 37.1 732 W X Y Y 12010 76.5 786 76.8 718 62.9 788 84.6 705 53.9 786 55.6 695 47.2 769 40.4 688 41.9 786 44.4 877 37.7 786 40.6 688 31.5 768 31.8 851 27.0 I. 31.0 641 23.6 788 28.4 631 144 In 43.7 646 44.2 604 36.4 818 37.0 498 31.2 648 31,0 491 27.3 546 28.2 485 24.3 640 25.7 479 21.8 640 '22.9 474 18.2 646 10.6 484 15.8 646 17.2 455 13.7 548 16.6 448 fJ N Q O O TABLE 126' ANCHOR CAPACITY ADJUSTMENT FORMULA: a-3 m� � AnchorCepaelty Table(lba) ANCHOR CAP.,,,,,,,_ r > Substmla 2.7k QorcR4e 3.5%Cmc. lieflox alU FNed CMU PT Wood hldd (DP)X( 1=ANCHOR CAP.,,, d1C Elia 114"SS Eko 5110'Elco 1/4'SS FJ X10 Sia! N12 Slcel 1112 loci MULLION CAP.,",,,,"" ANChOr Cllp Patterns Anchor Type: 310*END U6rxm 114*Elco Un2ton Ti6'Eko Ulracm 1/4'Eko Ul"can UH. AggreOator u8raem nglreifala screw(c6)scrnr(c5) 6crex(es) USE THIS FORMULA TO OBTAIN THE'ANC HOR Eagle aslarco on) r 2-vr r 2-vr aue' 1• 2-vr 1• 2•ur r ave r D.aa• D.Sa• o.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN FmD WnmlDn) 131x• 13'4• tela• tam• r 1.114" 1-114' 1-114" 1.114' 1-114- 1-1/4' r tape• 158• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom @,L75*Idle O.C.1 Slandard orOlhel Clip(F p.182X 390 IDs 306 IM 450 Iles 090 the 1644 @s 270 DDS 206 Its 3%IDs 7401[9 374 His 661 IDs w61Rs 311154 4421D5 zeo n9 OPENING,WHEN IT IS LOWER THAN THE MULLION e 4 Archers@2.68.6110 O.C.I Standard("Olket)Clip Ong.3r 748 lbs 740 ins 6301Ds 14051c9 1424 Ins PIA 50609 NIA m5In, WA am IDs R+A g2 IDS OQ61Ds 112DIbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Archors@1.71.1410 O.C./9landam("OfMI)C8p Mg.47 6851b3 10;01 758Its 1946 Its IIIA IIIA 705 R9 IIIA 7g9108 t11A IUA II+A 10221ha 13271L5 1606les MULLION.IT WILL YIELDAMINIMUM ANCHOR 4Arcroa@TMin.O.C./(rl 2f5Argle C9ps/Ing.5Y 780 IDs 7 Da 606 IDs 15M0 IS 1m6lbs S70lbs 5061bs IUA 7601DS 748IDs 806144 1812 Rs 6B2 Res B65 ks 1120 IDs CAPACITY WHICH MAY BE USED 70 QUALIFY 6Arctors@3'Min.O.C./(2)215 Angle C9ps 1018.% 11701M 1170 Me 1020lbs 234D lbs 2644 His 81 Ds 840 IW NIA 11-00Ih0 1122109 1320 IDs 2838106 10221De 1371 ms 1606 Ins ADDITIONAL ANCHOR OPTIONS FROM THE 3Arch0rs@1S7"L11n.O.C./UClip,Inlo.125'Alum.n 1) INA IUA NIA IUA IIIA IUA IgA IIIA IUA IIIA IUA IUA - NIA IUA 10731 ANCHOR CAPACITY TABLE. 6ArcMm®0.67.1,110.O.C./ULI1,Inlo.i25•Alum.(Fp.B): tl/A IUA NIA IUA ti1A IIrA IUA tl/A tuA IIIA IUA IUA NIA IUA 21 Its PRODt1C1'RBVISBD p as cOmplYleg with Ib0 PI011da. 2 Anchors @ 268.1.110 O.CJ F�Cilp(Rg% 370IDs 370119 316105 7431. 7/2Its IIIA 206 Rs N/I 3181bs IIIA 440119 IUA 311 IDs 442 Ra 560105 Burldiog ODdc 3ArVw Q 1.71•I.11n,O.C.1 F471p(M.f0): 473105 5251D5 379167 973108 IIIA IIIA 353105 tl/A :00144 IIA IIIA IUA 611105 667 IDs eI01t9 nocplenco No S•O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. onn CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. i FIGURE 1: FIGURE 2: "'FIGURE 3: FIGURE 4: 2.000" lams ado Pioducl Calerol • • • • • • TABLE NOTES: 1111111111/71 • • 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. ` � •'�10ENSg''•�F'P FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. _ Q'• ''c • • • • .250" - 4.000" _ 14: No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO RE DRILLED IN -' THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �- • • LOCATIONS. %� •. (f 81'ATE 0[ 1� FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '�C'S� '•.,F(O.... •'' � °° • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ""8/"" • • MUST BE USED ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2'X 4"X.25*MULLION / ONA-u11a` IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A n n Mullion Capacity TOblo Ib91fe OponlnB Width(for vergc01-spanning mullions)or Oponing Height(for lnrizonlaIVspard mUlions) 60 in 601n TO In 801n OO In t001n 1201n 1401n 160 In ��.� o R.Imgular TroprTaang. Racian0ular TrepTdeng. Roclan0ulor TropRdong• RactenBUar TrapfrdanB• R.I.gular TrapRdeng. ReclengUar TrepTdanB• R"I"Iful« TrepRdenB- Raclengufer .I .U. Roclongular TraplTdeng. oo 2x 8 x.26 'Loafing Loadng Loadng (.oadng Loadng Loafing Loafing Loafing Loading Loafing Loadng Leading Loadrg Lowing Loafing Loafing Lowing Loafing o Y a U Alum.Tubo p x a a a x p p p a p g z> a a p x p r p p 117. z x a s gab a LL - "MullionNa � �s salfi d` x r s �a �� err a� rc a �z a �_ drc �� d � aZ421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 688 170.0 600 170.0 892 170.0 619 170.0 1110 170.0 52f 170.0 1240 170.00.0 1468 170.0 521 170.0 1735 170,0 621 170,0 1083 170.0 621 (11481n 170.0 708 170.0 62! 170.0 650 170,0 584 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.00.D 1700 170.0 680 170.0 1883 170.0 680 170.0 2267 170.0 68050.625In 170.0 747 170.0 563 170.0 808 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 t70.0 747 170.0 1494 1.170.00.0 1783 170.0 758 170.0 2092 170.0 768 170.0 2391 170.0 756 541n 170.0 7a7 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1215 170.0 803 170.0 1434 170.0 837 170.0 1694 '170.00.0 1013 17D.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 m 0t) CQ BO In 170.0 885 170.0 701 170.0 1063 170.0 787 170,0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 a" 170.0 1771 .170.070.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1M ccoJ531n 170.0 930 170.0 745 170.0 7118 170.0 850 170.0 1302 170.0 840 170.0 1468 170.0 1015 170.0 1873 170.0 1078 170.0 1a5B 170.070.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 60 In 170.0 074' 170.0 769 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1658 170.0 1060 170.0 1753 170.0 1155 170.0 1948 170.0 70.0 2336 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 12M Z U) A�' C 72 In 170.0 1083 170.0 078 170.0 1275 170.0 1009 170.0 1488 170,0 1120 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170,0 1488 170.0 2976 170,0 1529 170.0 3400 170.0 1530 W.eW =r 701n 170.0 1122 170.0 937 170.0 1346 170,0 1080 170.0 1570 170,0 1209 170.0 1704 170.0 1322 170.0 2019 f70.O 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J a o rcZ M 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1110 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2703 170.0 1700 170,0 3223 170.0 1777 170.0 3883 170,0 1796 J � r 00 In 170.0 1328 170.D 1144 170.0 1594 170.0 1328 170.0 1559 170.0 1498 170.0 2125 170.0 1053 110.0 2391 170.0 1793 170.0 2056 170.0 1818 170.0 3168 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 Z z N go In 170.0 1417 170.0 1232 170.0 1700 170.0 143! 170.0 1863 170.0 1622 170.0 2287 170.0 1784 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3189 170.0 2338 137.1 3199 166.6 2470 120.0 3198 158.7 2428 U) ••Z „O �O v� 1081n 170.0 1594 170.0 1409 170,0 1813 170.0 1617 170.0 2231 170.0 1870 170.0 2550 170.0 2078 181.8 2781 f70.0 2271 148.3 2781 161.0 2333 123,0 2781 740.4 ?281 105.0 2781 125.8 223{ 02.7 2781 118.0 2180 N w e o' 1111n 170.0 1838 170.0 1154 170.0 1688 170.0 1700 170.0 2293 17U.0 1972 170.0 2821 170.0 27d9 '51.6 2032 182.3 2246 130.6 2832 148.{ 7218 113.8 2032 128.! 2186 W.B 2632 115.1 2126 85.4 2632 108.3 2006 120In 17(1.0 1771 170.0 1568 17D.0 2125 170.0 1859 154.4 2252 159.0 1091 MA 2252 UTA 1984 120.1 2252 1272 1838 168.1 2252 118.1 1915 00.1 2252 80.8 1872 772 2252 66.0 7838 87.8 2252 81.4 1808 f- x 1N In 125.1 156{ 12&6 1445 104.3 1564 106.1 1425 BOA 1504 91.5 1407 78.2 1584 80.7 1390 60.5 1564 72.3 1373 62.6 158{ 85,7 1358 52.1 1581 58.0 1330 44.7 1564 48.2 1305 39.1 17-T".4 1283 Q CV z 0 0 D.$ z m cn rn TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: ,�fi ffi 0 sm'� Anchor Ce acct Table Ibs ANCHOR CAP.,,,,",,,u Substrate: 2.7k COMrelo 3,5k Cane. R«lox CMU FOled CMU 1 T Wood M0.1 (DP..)X( )=ANCHOR CAP­ - Eko 114'SS Eko 5116'Eloo 114'SS Eko NIO Steel 012SWI 612 Sled MULLION CAP.,,,,,,,_ Anchor Clip Patterns Anchot lyre: 3/is'Lko Ullmcon 114•Eho Ullmcm 317B'EIco Ul9xon 1/4'Eko Ulbacan UlOaon AggraOel« Ullracon AgOreGatof 9,1aN(05)Screv(G5) s«ew(cs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): 11 2412' i' 2-1a• 3.118' is 2-In• i' 24r2• 2• 3.118' 2- 0.48' D.sd• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embednmt(in): 1,V4' 1.3/4' 1.314' 1-314' T 1-114• 1.114' 1.114• 1.1/4• 1.114' 1.114' 2- 1.316' 1-318' Was ACTUAL PRESSURE REQUIREMENT FOR THE 2An,hm@4.75'MIn,O.C.1 StaMord«OMOI Gip(Ft.162): 390 1b3 390 1b, 4501bs 89016, 1644 lbs 210 lbs 2601bs 3541ba 7401ba 37416, 664 Ibs 9481bs 341 lbs '4421m 56010. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awn-@ 4.66'MIn.O.C. SWeMa d(«0%0.Clip(Fig.3): 780163 760 lb, 90011,5 17801bs 3232Ib, 5101b, 5601bs 7081bs 148016. 740 lbs 12721bs 189216, 6821bs 88516, 112010, CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Ano 1.7 Qncl1.71'Min.O.C./Stallard(or Offset)Clip(Fig.4): 11801 ba 14001bs 1010 m3 2595Ibs WA WA 040 Ito WA 1065 IN WA WA WA 1363lbs 17101bs 2240 ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aora @ 3'Min.O.C,1(2)2k5 Angle pips/(Ft.5): 760Ibs 7801bs 080lbs 15W lbs 18961bs 5401bs 56011,3 WA 7601b, 7481b. 080 363 760216, 60216, 085163 112016, CAPACITY WHICH MAY BE USED TO QUALIFY BAwhw.@3'MIn.O.C./(2)WAD&Cops/(Fig.8): 1560 lb! 1560108 136016, W201bs 379216,. 10601b, 11201bs WA 1520 IW_ 14961h 1760 Ib. 376416, 130316, vlo lbs 22'.:w ADDITIONAL ANCHOR OPTIONS FROM THE 12A.-@1.6'MIn O.C.1(2)235Angla pips I(Fig.7): 1660 1b, 21001b3 14401bs 3760 1b, WA WA 1320 1b3 WA 150016, WA WA WA 204516, 2654 1b, 3360 Ib! ANCHOR CAPACITY TABLE. RODUCfRflVIS® 4 Anef-@ 1.3i"Min.O.0 I U-01p,W..125'Alum.(FIg.4 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 ros eonV'lying whh thePlorlds 8 Awn-@ 0.64'MIn.O.C./U-Clip•UoAW Alum,(Fig.O): WA WA WA WA WA WA WA WA WA NIA WA NIA WA NIA 286f N3 I--2.000'--1 oxPinding 0oN •.1=6!/-t 2 AncDars@ 4.68'Min.O.CJ F.gip(Fig.10): 30010, 390Ibs 4501bs 8901ba ielelbs 2701ba 2a0I1,. 35416. 74010, 37416, B381Ds 94616, 341 IDs 4421b. 56016. 4oxplg77iiooanorcnnr7)o at ..LLi1l1// V 4 Amh..@ 1.71-MIn.O.CJ F-Oip(Fig.fly, 590163 70010. 6051bs 129816, WA WA- 470104 WA 5331bs WA ,WA WA 682108 m im 1120 IDs Dab .250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `.liamt Dad,PmduA Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE f 1: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON tL1111 1111111/ LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000" `t, \\ •'t % 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS iC;' No.58705 • • • • • ' • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - - FIGURE 5: FIGURE 6: FIGURE T. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE •U I eC l �5�1.J • • • • • • • • CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ATE OF (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0,90.WOOD SHALL BE PRESSURE-TREATED �:%� 1•'101210': J(j • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125 MUST OE ( ) /CSS�OI�F��'``��� • • • • • s • a USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO / PAIRS. BE AT LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6"X.25' A.LYNN�vIITER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE14A Mullion Capacity Table Ibs#t7 Opening Width((orwrticaly-spam g mullons)or Opening Height(forhodzontalty-sperin! millions) �x� a 50 In 60In 701. BO In 90In .tall In 1201. 1401n 1601.6 o Reelargular TrogTdarg. Reelerpufar Trep'Tdalg. Reolongular RaplTdeng. Rectangular Trepri'dang. Reala.gulzr TrapRdang• Rectangular 'T.Wriarg. Rectangular TreplTdarg. Rectangular T,p ang Reclangular Trapmarg. k' :0 1.26"x 2.11" Loading L..ffl Loading Loading Loading Loading Loadug Loading Loading Loading Loadrg loading Loading Loadirg Loading Laad�ng Loading Leading n 2 i U x.126"Alum p P o Tubo Mull ggpp§§ yLpL y�LpL �. $ups $, "� $p. yg@• }fps •' yy}- ygp• ?yyL• @ 15 i5� Lf i3 O g (S g is d g 13 is ii U '� �� 4f o a U 8 � 6 C3 8 S` y(V 421n 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 60.1 526 134.1 411 721 526 1134.1 411 60.1 526 134.1 411 51.5 628 134.1 411 45.1 526 734.1 411 O w 481n 96.6 403 108.0 333 60.6 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 63.7 403 79,1 316 4&3 403 78.6 314 40.3 403 76.8 314 34.5 403 78.8 314 30.2 403 78.6 314 J = 60.6261. 823 362 91.0 301 6&8 362 79.3 294 68.8 362 71.9 269 51.5 382 67.2 286 45.7 362 848 284 41.2 382 183.8 283 34.3 362 63.b 26J 29.4 382 63.6 263 26.7 362 63.6 263 A o �., 64 In 67.6 318 74.1 267 6&6 318 64.2 261 48.6 318 57.7 268 42.4 318 63.5 253 37.7 318 60.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 m M O C601n 49.5 268 61.1 219 41.2 266 45.7 214 35.3 258 40.7 210 30.9 260 37.2 207 27.5 258 34.9 204 24.7 258 :33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.6 258 322 201 F 4D J e LU pin 427 234 45.6 200 35.6 234 '39.1 105 30.5 234 34.7 192 26.7 234 31.8 189 23.7 234 29.4 166 21.4 234 2&0 184 17.8 234 28.8 187 15.3 234 20.5 183 13.4 234 26.5 183 d GB In 37.2 213 39.4 183 31.0 213 33.7 179 28.5 213 29.8 178 23.2 213 27.0 17J 20.8 213 25.1 170 78.8 213 217 169 15.5 213 22.2 1aT 13.3 213 220 1a0 11.8 213 22.0 168 Z -J z �• LP e a� 72 in 28.8 179 30.1 155 23.9 179 25.8 152 20.4 178 ?2.8 149 17.9 179 20.3 147 15.9 178 18.7 �W 761. 24,3 181 26.4 140 20.3 161 21.8 13T 17.4 181 19.0 135 76.2 181 17.0 133 Q �� 781. 22.6 162 23.6 133 1&. 152 19.9 131 1&1 152 17.5 128 r r z r Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Z o Anchor Capacity Table pits ANCHOR CAP.,,;,,,,. U) Ai cm) w SWslale 2.7k Concrete 3,&Ccrc. HDil08 CMU Filled CMU PTN'OW MEIII (DP<)X� )=ANCHOR CAP.,,, MOLLION CAP.,,,,,,,,, (q N16'Eko 1!4'SS Ek6 bl16'Elco U4-SS Eko 11081ed 112 St. 112 Stcet W CV AnchorCllp Patterns Artarr Type 3116'Exo Ullman 11d'EI[O Uitracm 3716'EkoUttracon 114'Ek0 UII2ca1 unm[m A9gaGaler 1gUxm Aff."Or screw(a)screx(cs) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Of X Y Y Edge oluame 0n), r Zan' t' 2-trc s-Ire• r z•1n• 2-112i2• 3-Ire' r o.a9' 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN r 2-f Eantacment MT 1a'a• lana• taxa• 1ar4• r 1-vd• 1.114' 1.114' 1-v4• 1-114' t-tr4• r tare• 1a'6• rotes ACTUAL PRESSURE REQUIREMENT FOR THE U a Q O O 4Archors®3•nUn.O.C.! 2[SAngte 4i 1(Fµ1) 780118 7031Ds WIN1-1- 1¢961M 540I0v 560ID5 WA 7601bs 7461 BBO Ite 1�210Y 682106 885 ks 1430106 OPENING,WHEN IT IS LOWER THAN THE MULLION Q r Z CAPACITY(FROM THE TABLE)OF THE SELECTED a m O s'.O r MULLION.ITWILL YIELD A MINIMUM ANCHOR &lY � 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. m coot'lin with the I9orida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I P7 J _ Ouilding Cbdc aXptartco N, ..� •O 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I Fx,pirati(j�J))am FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. F(� e ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' %4imi Dulc Produc[Conl[ol FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Lt L 11 I I I 1 I!!!7 ANGLE CLIP MUST BE USED IN PAIRS. 126" 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 7- P��''•ttCENgE'��F`,r YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X2.11*X.125"MULLION Nu.58705 LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ .THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - - �•'�(�,/J�y�Z _ ATE NAL A.LYNN MILLER,P.E. FL P.E.#58705 TABLE16A wz fl 4N M Mullion CalmichyTabi9(lb9Ht2 A�� Opening Width(fonenically-sparring mUlions)or Oponing Haight(for h3dzolltely-spanr*V mUllons) so In 60 In 70 in &l in 90 in 100 in 1201n 1401n 160In Ractangda Rgffflang. Rectangular TOP'TNang. Rod g4r RaprMang. Redangdnr TraplRfang. Raclang.0a TrapKheng. Raaen9dar PgrTdag. Ractaniplar Tmpl7tleno, Reefangutar Tsoprmang. Reclangulu Trap/rdang. y 3.268 30 Loafing i�drg Loafing Loafing LOad09 Loafing LoadnQ Loafing Loadlno Loadng Lowing Lwdng Loafing Loafing Loafing. Lwdng loadnQ Lowing b2 DEG.AL a r r T,, r r r r ;~ r r • r r r r r Tun BAYMULL a s.. � �a �: .-. .. � n„ •r� �., NA� �' s� s$ s s $ s s s$ s s$ $ s Jul a s € $ s s a� cr9dnm z "�� 42 1. 170.0 620 170,0 135 170.0 714 170,0 478 170.0 868 170.0 '666 170.0 992 170.0 519 170.0 110 170.0 521 170.0 1240 '170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J 401n 170.0 708 170.0 624 170.0 850 170.0 m 170,0 992 170.0 630 170.0f1218t70.0 .0 661 170.0 1276 1700 677 770.0 1417 170.0 6B0 152.2 {522 U70.0 680 130.6 1622 170.0 660 114.2 1522 170.0 No 50.025m 170.0 747 170.0 583 170,0 898 ST00 137 170.0 1618 7784 684 170.00 723 1700 1345 170.0 747 164.2 1443 '170.0 756 138.8 1443 1740 768 H7.3 1443 17OA Ira 102.8 1443 170.0 758 o bl In 170.0 797 170.0 612 170.9 958 170.0 691 170.0 1116 170.0 764 770.00 803 160.4 1353 170.0 837 144.3 1353 170.0 858 1203 1353 }70.0 861 103.1 1353 170.0 861 902 1353 170.0 861 AO C, !- 601n 170.0 883 170.0 701 170.0 W-6 3- 170,0 797 187.0 IZtB 170.0 878 i4B.t 0 B{1 128,9 1218 159.8 938 116.9 1218 132,1 024 97.4 1718 148.1 1113 B].5 1218 1184 813 73.1 12(6 1101 9(3 }-- J 63 In tTO.0 930 570,0 745 170.0 St16 170.0 850 mu 7150 {608 933 131.4 0 914 116.8 1160 141.0 898 105.1 1160 134.2 885 87.8 1160 126.7 art 76.1 1160 1202 870 85.7 {160 1202 670 � LUr� 601n 170.0 974 170.0 7B9 152.4 1010 185..0 881 130.8 1048 Slfi.e 884 411.3 1 850 101.8 1018 123.0 839 01.4 1018 116.6 830 78,2 1018 109.1 821 85,31048 108.2 818 57.1 1046 108.2 818 Z (1) 72 in R0.8 880 147.9 764 117,1 880 126.0 748 {00.8 880 110.8 734 88.0 0 722 78.2 880 82.0 712 70.4 880 88.2 703 58.7 880 78.2 693 60.3 880 78.6 888 4{,0 880 78.1 688 J N (ll J 78 to 119.7 790 126.1 690 99,8 790 108.4 676 85.5 790 83.3 663 74.8 780 83.9 852 89.5 780 76.9 643 59.9 790 71.7 635 48.9 790 65.1 524 42.8 790 621 819 37.4 790 61.5 817 o ti Z J ry C � 781n 110.8 750 116.5 057 92.3 7W 08.1 844 70.1 760 85.9 632 59.2M49.5 77.1 621 61.5 760 70.8 812 65.1 750 65.7 805 48.2 750 59.4 594 39,8 760 56.2 588 34.8 750 65.5 586 � ¢ � � o 907n 721 563 7{.4 600 60.1 663 62.5 49! bC5 663 54,8 {83 45.148.9 ;Tb i0t 663 4;,{ d88 38,7 583 40.9 {62 30A 561 38.? ;52 26,8 803 33,3 446 225 683 31.8 442 c[ {D ` r 961n 69A 495 61.1 343 49.8 485 61.6 /3S 42,4 495 d4,8 427 37.139.9 421 33.0 496 36.1 415 29,7 495 33.2 409 24.8 495 29.1 490 21,2 195 20.8 394 18.6 495 26.0 390 LU o p 108 in 41.7 391 426 353 11.8 39I 3$.9 J48 20.8 391 31.1 342 28.1 391 27.8 337 2J.2 391 21,0 333 20.9 391 22.8 326 17.4 391 18.7 321 14.0 391 17.6 316 W " 0 0 1111. 38.; 370 39.2 335 32,0 370 13,0 330 27.5 370 28.6 325 24.0 370 -25.3 320 21A 370 22.8 3(8 10.2 370 20.9 312 10.0 370 18.t 305 a U1 Y `1 O (n 1201- 30.4 317 30.9 289 25,3 317 28,0 289 21.7 317 22.61 260 18.0 317 18.9 278 18.9 317 17.9 273 G) 134 In 17.6 -.1-17-7 TABLE 156 Anchor Capacity Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: -ki ANCHOR CAP.,,•,,,,,, F suwtmte: 2.7k Concrete 3.Sk Cono. Houax C41U Flltod CMU PT Wood Moml (DP,,,}Xt }=ANCHORCAP,.. 5'16'Eko 1!q'SS Elco GI16'Elco t/d`SS Eico 410 Steel d12 Steel tl12 Steel MULLION CAR,,,,,_ A9chorGlC Patterns AncharTypa: 3fiGEkoUlbacon 1/4'EkaUWacon Uluatan 31iGEkoUltmcon if4'EkoUNanm P Agamaatw Wmonn AQortaataf Screx{Oiysomlv(G5} Screw(05) USE THIS FORMULA TO OBTAIN THE`ANCHOR EaOe Gsianca 9N: r 2-IW I I" I 2-1/r 3-110• 1• 2-812' r 2.112` r 3418` 2- 0.48• 0.54• 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment 6n): 1-314• faro• 1-314• t-314' 2' t-i/4` t4t4• 1-774• 1414` 14144 1.1/4' 2` tare 14118` wem ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchora05'Mia O.C.1(2)2a5Atpk Glps/(Fig,{): 390 Lbs 390 lbs 4501w 60016: 17001bs 270b 2801w 354 lbs 7401bs 314 lbs 720 lbs 946lb$ 341ia 4421bs fi80lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors@1V Mix O,C,1(2)215 Anota Cops/(Flg,2}: rooms 1 780 rw 1 790 ibs 1870 iw 2525It. stows 56016. tllA 1120 ft 7401m 880 lbs 1892ibs 692 fbs 965 ibs 11207bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors�2.71•Min p,C./(2)?<S AngN Gips/(FIQ.3): 112016. 1120 las BSo lbs 224016: 2251 lbs wn 8401bs wA 1WOft wn -T320 lb: wn 10221w 13271bs Ingo lW MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODULT REVISED FIGURE 1: ANCHOR CAPACITY TABLE, u wuyl;ying avhh th0 Fie ids TABLE NOTES: lugd(ng Ccd4NccCpIw=NO�(,,� • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. i-ph N LTotc SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE, Niaml ado Pro uct Cohtral- ' ,10111111f- 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' A SS( LYNP( ri • ♦ • o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `�� �Y,O ,......,•2%j��,i�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS30. - 3.250. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No.58%05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE 6063.75 AND SEA MINIMUM OF.125" �'`�--;� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THiCK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°8AY '�J _t((((.� O' LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND C)••. ST,,7'1. , THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. MULLION ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS- rrrt��UNAL. A.LYNt'lmLtR,P.E. FL P.E.#68706 TABLE 16A h � • ,ry n -Mullion Capacity Table ibaAt2 - �ny� � Opening Wtdth(for ferticaty-spardirgmUlioro)orOponingHolght(f0rhorizorXalysparrirgmUlions) Ntx� 5� SOIn 601. 701n BO in 90In 10010 1201n UO to 160 to x';m'• o Rectangular Trap]Tdang. R4cle4om Tmpmlan0. Reotxtg,8ar 'nwriang, Rect.n0" Tr4prdang, Rmlanpdar Tmprrdang. Reciengufar Tmprrdang. RectOnentar Twadeng. Ractemular Tfarm1mg. ReclanguW Traptrda C;N 3,26"45 .Loadn9 Londn4 loafing LoaAng Lo.dN Loafing Loadng Loadng Loading Lcadlg Loadna Loafing Loafing Loadn9 Lnadng Lowing Loafing Loadng gYax v DEG.AL FggF x � � %;BAYMULL � 04 THIN, a 73 C/) Nw 4-ii 17- Ti011 O I- 421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 668 170.0 608 170.0 902 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 52f 170.0 1d6B 170.0 521 170.0 1735 17DA $21 160.3 1871 170.0 521 W J W 46 In 170.0 708 170.0 524 110.0 850 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 661 110.0 1275 170.0 677 170,0 1417 170.0 880 183,7 1837 170.0 680 140.3 1037 170.0 860 122.8 1637 170.0 680 a = 10.621In 1100 747 570.0 563 170.0 664 170.4 831 -Ti,-. 10;8 170.4 6E; 570.0 1195 170.0 723 170.0 1345 170,0 747 170.0 t494 '170.0 756 147.1 1552 470.0 750 126.1 1552 170.0 766 110.4 1552 170.4 756 W o$ a Win 170.0 797 170.0 812 170.0 954 170.0 891 170.0 1116 DOA 754 170.0 1275 170.0 803 170.0 1434 170,0 077 155.2 1455 170.0 656 12@.3 1455 170.0 861 110.8 1455 170.0 601 07.0 1455 170.0 Sol m C? F- M 8010 170.0 865 170.0 701 17p.0 1083 170.0 767 170.0 1240 1]0.0 818 157.1 1309 170.0 14 130,7 1309 170.0 096 525.7 1309 163.5 994 104.8 13DO 157.1 982 69.8 t309 157.1 982 78.6 1309 157.1 962 I-- -Z. J 170.4 930 170.0 745 178.0 1118 170.0 850 182.9 1247 170.0 9;0 142.5 1247 1845 983 1?6.7 1247 152.8 965 52+.0 1247 144.3 952 95.0 1247 130.2 @3a 81A 1247 135.7 935 7t-3 1247 135.7 935 0.1 � 6010 170.0 874 170.0 789 170.0 1189 170.0 003 USA 1180 163.7 005 129.9 1180 147.0 945 115A 1100 130,5 028 103.9 1190 128.4 914 88.8 1100 119.5 898 74,2 1190 118.1 893 64.9 1190 118.1 893 Z (s)� m � -;2-h 161.6 1010 169,8 877 13;.7 1010 144.8 859 NS.d 1010 127.2 842 101.0 1010 114,7 028 89,6 1010 105.8 817 &1,a 10.0 98.9 607 67.3 1010 90.8 705 57,7 1010 87.8 790 $0.5 1010 87.7 769 a N w J 78h 137.4 866 f47.a 762 214,5 906 122.0 775 98.1 806 107.1 761 85.9 908 88.2 749 78.3 804 88.2 738 68.7 906 82.3 729 57.3 908 74.7 7t0 49.7 SOB 7L2 710 42.9 904 70.6 708 Z 5 4 _ 78N 127.1 661 132.5 754 105,0 BBI 112.5 738 90.8 881 '98.8 725 79.4 881 88.5 713 70.6 001 81.0 703 83.0 88t 75.4 694 53.0 801 08.7 681 45.4 861 64.5 675 30.7 881 03.7 872 < .}• r 4 d N @610 82.7 848 85.4 zz 577 8d.8 846 72.1 SBI 59,1 B4B 8�. .4 51.7 848 SB.1 545 46,0 046 50.8 637 41.4 848 47.0 630 34.6 846 41:5 610 29.5 646 382 Sit 25.0 648 36.5 507 Q tY} Z 901n 68.2 568 70.) 508 56.8 588 59.1 499 48.7 566 542.6 588 45.8 483 37.8 886 41A 478 34.1 589 "A 470 28.4 588 33.4 459 24.3 $68 30.5 452 21.3 568 28.7 447 < ,W� oo d� 10810 47.8 449 48.9 1 405 70.0 449 41.2 399 34.2 449 35.7 393 28.9 449 31.7 387 28.6 449 28.8 $82 23.9 440 20.1J77 20.0 449 Y1.7 388 17.1 440 20A 361 75.0 449 18.9 350 rn iff ba 44.1 723 45.0 385 38.8 425 37.8 318 31.6 425 32.6 373 27.6 425 29.1 387 24.5 42b 28.2 362 22.1 425 24.0 358 18.4 425 20.7 350 16,0 426 18.8 343 w 111 1� 12010 34.9 384 355 33t 20.1 384 2@.8 328 24; 384 25.8 321 21-8 384 22.8 1 317 JA0.4 1 384 1 20.5 1 313 17.5 364 18.7 309h U ¢ O O 14410 20.2 253 20.4233 16.8 253 11.1 In 230 •�2 TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: ? s �SmtDX AnchOrCa act Table Iba 14 a y e--1 rc� SuDstmte: 2.7k Cwcrela 7,5k ConD, HoOmy qAU ANCHOR CAP„,,,,,,,,, RIM CMU PT Wood MOW (DP,.,)X t }-ANCHORCAP.•„ Ancborrype: atts•EkaUitm¢an !t4•EkaUlOacan 5'18•Ek0 7/S8`1:koNtraaon 114•EkoWtmcnn 114•SSEko 5116'Etco WSS El- 810Stee1 0128fcM 012 Owe MULLIONCAP.,k„,,,,, Anchor Clip Pattema ut9scon A9grac¢ror Unmcon Aigr40ata s¢rew1G5)s¢mxtGSy saorv(G5) USE THIS FORMUUT0OBTAIN THE*ANCHOR EdOe gstence lin): 1' 2.12' t' 2•IR' 3-516 y' 2-tr2' ,• 2.12' 2' 3.1/6• T 0.48• 0.54• 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN Embednmi pq I34• terra• 1•ua• t-ver• Jib' �840 4• 1-fro•fff059 t-ver• f-1r4• 2• tis 136• u,daa ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancbxs®5'SUn OC/(2)2a5Arp1¢gis llFq1: J901b39645010¢ 89016¢ bs 354169 3741bs 7201bs 046169 341 Ms 4421ta 560 ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anctrars4$3.5•MtnO.C.1(2}&SAO&pips r(Ffg,2k TBO IM Tao ros 790104 1070 Lbs bs WA 748 @s 8801bs 1892 ibs 6821b. 885Its 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchor¢ @35-lm A9n.O.C./(2)2a5A1ple pips/lFfo,7) 1120169 1120169 9581Ds 2248169 bs N/A WA 1320 lbs WA 1022M 1327 1b, i6a01bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. as complying tiU4 the Florida 00ROina Coe4^.l( TABLE NOTES: � Ac�k:ylrafcO Tlo C) Do1a f • 1)SEE SHEET 1 FOR INSTRUCTIONSUSING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 4 ~ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� �pralust Cpts4rot-"'� FIGURE 2., 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE.. itt t t i t I7 t 1] 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \��� flt\•( • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125'--- 45° FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ct. .h.: •'•.it"; 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250* FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED , • • ♦ ♦ YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" "D �y S •1 „� THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.045'THICK(1$GAUGE).STRUCTURAL STEEL TO 8E AT 4a BAY t5j7A7Et �j1/-;- LF11S7.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �'���•'-. F P,.'•\`� THE MATERIAL.010&Al2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYIITJ UIILLER,P.E. FL P.E.A 58705 F-1.000"^I 1--1.250'--1 a�H 1.000° 1.000' f- 3 F--1.266"--I X 1 �`�m�L4 0 --1 1.000" 1.000' r-- , --.125' �ax --.125" .2= Z 2.750' +.125 3.125" .125' 3.188' LL 2.750' .125" .125' ,125° N 2.000' 2.000' 2'1j S" � [O 265" L L x.125' L3776' -1776' S" .500' 125' Z w N K r I Ir -.990' r W 1'X2'X.125'MULLION 1'X 2'X.375'MULLION 1'X 2.75'X.375'MULLION 1"X 2.75X.850'MULLION. 1'X3.125-X.5'MULLION 1.25'X 3.186'X.265'MULLION 1.26'X 2.11"X.125'MULLION ; _ 6003.76 ALUM. 6063.76 ALUM. 6063-T8 ALUM. 6063.76 ALUM. 6063-T6 ALUM. 6063 TB ALUM. 6063.76 ALUM. Q 'o" O X-SECTION X-SECTION XSECTION X-SECTION XSECTION XSECTION XSECTION co o 1-- Z M (j) to '(^�)--.126' '}^�f--.125' ---•{I--,125' O I Ai TABLE A Z w zSTANDARD CLIP 2X5 ANGLE CLIP - Dlmen6lon Value(In) Fol'MUlllon: 5.616063.76 ALUM. 6063-TS ALUM.2.000' 2.125' XSECTION A 1.625 J O- rcZ XSECTION 2.000'663•T6LALUM. 125' B 2.654 1"X2'X.125' F C)125" .X-SECTION C 0.895 Aluminum z Q rn oTube Mullion Q zZ NzzD 0.740 U) Z 55-- A 1.125 1"X2"X.375' W O X Y 5.500" C 0.635 Aluminum 3.125'-�{ CUT HERE To .375' 5.000" �{ Tube Mullion U g Q O O .375' CREATE F-CLIP,SEE MIN. �- •375"MIN, I D 0.490 a E Z O � DETAIL F,SHEET 4 f - MIN. _ - A 1.875 n r-------� r-------� B 3.000 1'X2.75'"X I I I I I A A I U•CUP A F--------__� w L- -----J L-------J 6063-T6 ALUM. `- "------------- 2X5 ANGLE CLIP C 0.767 .375 Aluminum TOPVIEW 6063-TG ALUM. D 1.118 Tube Mullion TOPVIEW ru STANDARD CLIP CENTtR OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6083.76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2.75"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1116'. - B 3.000 .850" SHEETS 6.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER.'1116". SHEETS 5-17 FORTHE D 0.836 ANCHOR O.C. TABLE A 2.000 RODUCTRCVISBD DISTANCE.MAXIMUM PGT Part# 1"X3.125"X `i ildiva ltlBwNlthe Plarida 5.500' .375' ANCHOR HOLE MUII DIm6nslOn(eheSt#) B 2'637 .600'Alum uldln6 Cbde n, DIAMETER:ANCHOR Mulilon Std.Clip Offset Clip U-Clip Angle Clip acploncv No 0 .375" MIN. DIAMETER 1116% C 0.863 Tube MDIImeO� BY MIN. 1"X2"X.125"(5) 66605 666113M 6661118M M243M 666511M D 1.137 1"X2"X.375"(6) 666006 666114M 6661719M 666244M 666512M A 2.625 AimN sdeProduBConuol r---- -------I------------- 1.25'X3.168' 1"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.262 X.265"Alum I 11, I KVI 1"X2.75"X.650" 8 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull ��� I LYNN 4 I I B OON.........:��C( 1"X3.125"X.500"(9) 66637M 6661116M 8661114M 666242M 666515M � �xx• V1cENs(•'.P 1.26'X2.11"X j 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M q 1.013 .121"Alum ;'i: N0.68705 x'� -------J t ------J 1.26"X2.1.1."X.125"(18) 69370 NIA N/A WA 666517M Tube Mull 7, O OFFSET CLIP NOTES: rt'. q 126" 6063-T6 ALUM. ST 7E OF I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740' �S`� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. i� IONAI- ��� A.LYNN MIpOff)2,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - FL P.E.#58705 -� 1000• f- 1 .1.000' �- 1.062--1� .740• e „ .063' .385' f C y x x x .062'-r }I^j 125" --{1--.126' 38'' I I �� O k o0 .438' I I S o z 4.000' '125"STANDARD CLIP 2125, o� 4.000' 4.000' 2 625" 2.000' 6063.76 ALUM. I 2.000' 2X5 ANGLE CLIP 125" XSECTION U-CLIP 6063•TBALUM. LL I 1 6063.70 ALUM. X-SECTION .125' N .125" I X-SECTION '8 m .125' .125' L Z �04 031' 1 .126'7 O 1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .125 155"� DASHED BOUNDARY.SEE SHEETS 6-20 FOR THE 2 .375" .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m HOLE DIAMETER:ANCHOR DIAMETER f 1/16', m � o O 1"X4'X.125'7 t•X4"X.376' 1'X4'X.375' MULLION MULLION 'T'•MULLION 5.500° CUT HERE TO 5.000' 376 F p cmO 6063-T6 ALUM. GD63-TB ALUM. 6063-TB ALUM. 375• 3.125' CREATE F-CLIP,SEE '375' -MIN. O X-SECTION X-SECTION XSECTION W d MIN. DETAIL F.SHEET4 S250' .37� i -L.376" --------- I i_______i CENTER OF I p s -1.250'--I 1.260' I I I I ANCHOR HOLE I I MIN. � o r Z 11 I I I I I MUST LIE WITHIN I I Q r a. 1 I I I I THE DASHED r F. BOUNDARY.SEE Z 2.875' --- I} ---'4- SHEETS 5-20 FOR F y____ ___I Q Z..Z 00 o '1 I I 1 THE ANCHORO.C. Q do mr 3i I I I I F I DISTANCE. I MAXIMUM i 1 W O o 0 3.250' 3.250' I I I I I ANCHOR HOLE i U) Y I I I I I DIAMETER: J N -.100' .10000' Li- ..i -------� FL ANCHOR L-------- I = x ------ ------u I I DIAMETER 41116'. Q 2� z 0 0 .100' -)' �- 26083 TO ALUM. G24" 4' � STANDARD CLIP U-CLIP TOPVIEW d � -T 6063-T6ALUM. 6(163.76 ALUM. - o y o rc --I.020' h'-- I -^i .820' F- --I .820'f� CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE t.25'X 3.25'X.100' 1.25'X3.25X.624' 1.25'X3.94'X.824' SHEETS 6-20 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(in) For Mulllon: Dimenslon Value(in) For Mulllon: 6005-75 ALUM. 6005T5 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F 3.687 1'X4'X F 1.938 1.25'X3.25' X-SECTION X-SECTION XSECTION G 1.000 .125' G 0.500 X.624' H 2.680 Aluminum H 1.438 Aluminum 3.469' 5.500' l 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661 Q .375' �I .375' F 3.187 1'X4'X F 2.625 1.25'X3.94" [�1.377*-A .•126' MIN. G 0.757 .375' O 1.12b X.624' RODUCI'.• X ___ ___� �_______� _r n", 2.430 Aluminum1. Aluminum nsomvwjIJ5 iol Bm'1°rida,lI3.000 Tubo 8'T I 3.250 Tlbe Mulllon 3uUdtcBCbdc /(L•�-�•L0S t2250 1.25'X3.25' F 2.813 30•Ba Mull m;OtwNTi°.125' I 0.750X.100' F 2.875 45Ba Mull.125' 2.250' I I 1.500 Aluminum 30° 3.250 Tube Mullion Mlaml ed4 Pfodun Conuol H I 1 I I TABLED t111 111111 3.260'q�BAY MI I I I 30'BAY MULLION 6063T6 L.- I �_ _____� Mull Dimension PGTPartp \�.`�Crl`1 �,NN 6063•T6ALUM. I XSECI (sheet q) Mullion Std.Clip Offset Cllp UAllp Angle Clip `�P�.•'�,�GENSC•'•.F� �' XSECTION 1'X4'X.125'(10) 69364 666111M 6661122M 866241M 868516M -� OFFSETCLIP ��- No.58705 II I .125"-- 1 1 6083.76 ALUM. 1"X4'X.375'(11) 66610 666112M 6661123M 666242M 666519M .228"�F�,981°-� .226"��«-981'^1 TOPVIEW 1'X4'X.375'T(11) 66653 666112M W1123M 666242M 666519M = •tc��- _- NOTES: .740' 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M 6662410M 6665115M ='O '. ! Zq r1 v' S ATE 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624'(14) 20187 6661 t20M 8681125M 8682411 Al 6885116M :�Q••,� �S <U\ 1.25'X3.94'X.624'(15) 20162 ti661117M 6681128M 868241M 686517M ��`.•'•.F(ORIDI`,-•',���. 30 Degree(19) 66649 WA WA N/A 6685110M ss •• r,� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 45 De9reo(20) 66650 WA WA WA 66851t1M A.LY�ItOIIiA)LL�R,P.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 TABLE E' h Mull Dimension PGT Part# �th.•(1 (shoot#) Mullion Std.Clip U-Cllp Angle Clip '�1-126' I '� .126' -.I I.-.125' EN o 2"X4"X.25"(16) 66602 666261M 660271M 6665112M ki9's.9 F: 2"XVI X.25'(17)1 66604 1 666262M I 666272M I 6665113M U4'91-� STANDARDCLIP U-CLIP 2X5 ANGLE CLIP �z6063-T6 ALUM. 6083-TO ALUM. 6063-T6 ALUM.2.000' XSECTION 2.125' X-SECTION 2.000' X-SECTION NOTES: N.125 I125' .126" m1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 77727272= to N rc WDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ZO2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I ' �HOLE LOCATIONS. 1. J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2 5.500' -{ CUT HERE TO I -5.000'- .375' 3.500' -i CREATE F-CLIP, r 5.000' _375' W z C 2.000" r- .mill .375' I 1-- O to J SEE DETAILF, rY MIN. Z co � MIN. _-sHEET4- MIN. H- � z r________ ______ _,_ -_ ___ 1 I T--------------------- T Z Wi m I I I � ao o rcZ 4.000' 1 I I I Q J r I 0 r r �- -i-- - - --I- 3.438° @- +-- 3.430' � � --- Iy� p .250"-' 2'X4'X.25' I I -----I O ¢ N 2 MULLION I I 3.438' I I Ia-' Z sZ CO O 6063-T6 ALUM. j i I i I .375' U) Z 8 o o s- X-SECTION I I I Ll UlL_ ______ ___I-__ ________J __ __ L_____________________J MIN. W p Y Y L- STANDARD CLIP 2X5 ANGLE CLIP U Q O O U-CLIP,6063-T6 ALUM. Q.. Z CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. BED FOR 2°X 4'MULLION,SHEET i6 CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. a �tq (n .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASH EDBOUNDARY.SEE TOPVIEW o tt m0O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. €� � DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE. F a o•� '--� DIAMETER:ANCHOR DIAMETER♦1116. WRHIT THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116-. SHEET.5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIMAETER*1/16'. 5.000" 2.000'- 3.500" �1 CREATE F-CLIP, f� .375' rti I_SEE DETAIL F, •37' .375' . MIN. r SHEET4 MIN• MIN- 375' I I I I 1 i i �rolnplyin8 wilh the Flo�lAe ��No'1.�r^ QJ. •• I I I I 1 I 1 I - t I I 1 11Em1 2de ProJoct onlrol .250. 6.000" �- -j-- T- --j- 4.688' r 5.438° i--------� 5.438' tttlll!1�1 5.438' i \\��� l LYNN 7.'X6'X.25' �•�jt�•,.•�)CENSF•'•,Fhj_ MULLION I I I I 6063-T6 ALUM. I XSECTION I .375' - fr- _ `-------- ---I--- --------'' -- -- L--------------------� MIN. -.Q.:/- , r '•Q'_ (�( STATE or•' L_ STANDARD CLIP U-CLIP 2X6 ANGLE CLIP C�S ..........� .250' 6070P VIEW USED FOR 6DB BTMULUM. SHEET 17 GOTOPV ALUM. - ��/&�ONAI TGPVIEW A.LYNN MIL R",P•E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.HE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES DESIGN PRESSURE OF+600-60.0 PSF. NOANCHORS tN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLlQN IS SUI7ABLE,7HE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING a F -- RECTANGULAR LOADING MUST BE USED.SCAN HE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED , DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. m SEE FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375'MULLION LENGTH c 72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD O ( ) 1 o FEHEsiRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION, Q a aN PRODUCTS SHEETS APPROVAL - LL 2a FROM TABLE 4A.SHEET 8,THE VX 2.75'X.650"MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE T2' MULLION OPENING AND MAY BE USED IN THIS APPLICATION-NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N tENGTN 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOH THE STANDARD CLIP WITH(4)#12 ANCHORS AND HE 2X5 m 4- ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. 2 N CA rc 1J SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE RE%IRES THAT THE BOTH HE MULLION AND HE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE a UJ 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. :3CK m � IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THP OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, U3 0 0- N20AN—CHOR-5!I!N-WINDOW 31Z L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE:TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EX40T DESIGN PRESSURE OF 60 PSF- = 0 F- --•I F--MULL WIDTH 636 LBS l I— OFENtNO WlpTH {60 PSF)X 72 7 PSF t-524.9 LBS (MAYBE USED TO QUALIFY#10 StEEL SCREWS FROM TABLE 4B) TNE.BUILDtNG 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 h 2 DESIGN PRESSURE OF+50.0/-55.0 PSF. J 1Z 4 t <t FOR THE VERTICAL MULLION: ¢ 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, x r THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL EXAMPLE 2:MULTIPLE MULLIONS 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. m b° MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=SO")MEETS HE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS M-15.1 PSF r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q O FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250"MULLION(LENGTH=.108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d e z m 0 0 BGE DETAILS, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE HE ANCHOR CAPACITY REQUIRED OF 971 LBS. O s;0 �mQ. S FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,HE ADJUSTED OPENING WIDTH IS 36'+36'+2•.74',NOT 73'AS PREVIOUSLY PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING-ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35-112'+35.1/2'+2'=73') i 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 VERTICAL! I CONCRETE HEADER AND SILL ARE B'WIDE-IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION" �- -' USING HE STANDARD CLIP WITH 6 3/16"ULTRACQN ANCHORS AT AN EDGE DISTANCE OF 2.1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE '-SEE THEREFORE SUITABLE,FOR THE REQUIREDANCHOR CAPACITY OF971LOS. a DETAILS, DETAILS, OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260-MULLION,IN,HIS EXAMPLE WE WILL MATCH THE NORIZONTAt.AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HOLIL 72" � 7� MULLION TYPE COULD BE CHOSEN. I RODUCI'RBVISED MUCUON u w1uplyin8 whit We Plodda 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'-7242-=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAU*TRIANGULAR LOADING MAYBE 3u8ding Oode A w•.i05. USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULUON(@ LENGTH=42',OPENING HEIGHT=12T)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE ocepl6ncu Ila:b ,1 , SEE REQUIREMENTS.FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.ETAILS SHEETS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- diuni"fie Product C�ontioi\_ 2,3 WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8.1 CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (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 1 t t S 1!t 1 ANCHOR CAPACITY OF 521 LBS. \� I-YNN �7 36',HORIZ. I 36',NORM. �\�.QCFN..*'-.. '��i MULL LENGTH MULLLENGTH 4)FOR THE U•CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR \CEIJSE ••.fi/� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATE)?,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Y t—OPENINGWIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. yt1No.517 ' 8705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - _- +1.64.7 PSF FROM THE VERTICAL MULLION;+1-170.0 PSF FROM THE 36'HORIZO'NTAL MULLION ATTACHING N - +1.170.0 PSF FROM HE 36'HORIZONTAL MULLION ATTA HG TO THE MULLION(INTERSECTION), A F •W/` THE LOWEST DESIGN PRESSURE IS 0-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. F f�OT tORiDP.'1��� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION A.%LS,YNN NAILMIUQ.. P.E.S�Ol4A1. PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION.. PL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL rTRIANGULAR LOADING: 9�N i I o�xC a i m. LL PW PW �Li`oo 0 -_ -_PW oY Or Z m SHIOH SHIDH SHIDH SHIDH .i - -PIN pW Z N LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION M SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / m- . HINGED . 1 v DOOR SGD Z g m 0 LOADING OF VERTICAL MULLION Ill PW W 9 _ ;z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q _1 r PW a z Q rn o I < z Z N I PW PW i- W c mo a� PW V5 p 0 0 I PW W Z Y Y SH/DH SH/DH - - - - -- - - - -- - Q W rn v_° a o o 100 I SWDH a�j md' I r r r LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ; �\ r r PW PW HR - 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I - - MULLION PW HINGED DOOR PW PW i NOTES: Rol) REVISED - -- I a complying.10,Uw Florida 1)DRAWINGS ARE uIldlugC6d0 ^ ^ RERESENTATIONS OF TYPICAL - 'cnplonwldo �� 1 'O1 I PW CONFIGURATIONS. !7 Pw - CONFIGURATIONS-NOT SHOWN I 00 r r ; -- THOSE SHOWN.Y BE OLATEOFROM own Couaol ' BEIDETERMINED, SEPE CANNOT \\��t�O��(I.YIJN/;71��F11 / j PW RECTANGULAR LOADING. ` '\N �1GEP.SF'•..'p PW PW 3)SEE PRODUCTS'APPROVAL FOR = �k mo.50705 ACTUAL ANCHOR LOCATIONS. �����Y: ^ LOADING OF VERTICAL MULLION LOADING TI VERTICAL MULLION 1 (�•4i•r•-- PANEL OF HINGED DOOR IS NOi CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; r '"0 '�i �S C! I SGD :�(�••. 'STATE�F p 11 LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION A'L•YNN II!UEK.P.E. FL P.E.N 58705