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Notice of Acceptance (5)
B-&-B a; Engineering Consultants,-Inc. 2237 Woods Edge Circle Orlando F132817 Phone:772 708 7785 /772 828 2263 omverrnudez@hotrnail.co Jw4-AzY19,2017 STRUCTURALCERTIRCATION FOR ACUSTOM DOOR i Project: Residence at: 115 Churchill Way, Manalapan FL 33562 Prepared for: Town of South Palm Beach Building Department Client: 84 Lumber 1103 53`d-Court South Mangonia Park FL 33407 Background. On July 09, 2016 B & B Engineering Inc. was requested by 84 Lumber, A Licensed Custom Door Manufacturing Company, to certify, an exterior door (1');A Sapale=Mahogany single exterior LH 2-1/4"thick x- 42°wide x 95-1/2" tall, (4) panel with 1" thick solid panel, pre-hing on, a 1- 3/" x 5-1/4" rabitted and kerfed for weather-stripping mahogany doorjamb with (4) 4-1/2"x 4-1/2 PC HD 12719 hinges. The unit has (2) 19"x 95- 1/2"same framed side lites. All according to the approved drawings and. as Defined by the FBC 1714.5.3.2 as a one of a kind custom door and Engineered as noted below: Certification for: (1), A Sapale Mahogany single LH 2-1/4" thick x 42"wide x 95-112" tall, (4) panel with 1" thick solid panel, pre-hing on, a 1- 3/" x 5-1/4" rabitted and kerfed for weather-stripping mahogany door jamb with (4)4-1/2"x 4-1/2 PC HD 1279 hinges. Manufacturer: 84 Lumber 1103 53rd Court South Mangonia Park Fl 33407 Code: FBC 2014 . Door size: 2-1/4"thick x 42"wide x 95-1/2" (A= 9.6 SF) Wind Pressure: -70 psf Tested -this window 45.3psf Wind Speed: 170 MPH Exposure: C 170 mph +43.5 psf-56.8 psf Loads Calculations this door: Press. =38, wind load = 1489 General Notes: On concrete, Tapcons at 4' from the corner and others' @ 12 o.c. to achieve at less 1-1/2" penetration; on wood surface (jambs) surface use # 10 wood screws with sufficient length to achieve 1 '/2" minimum embedment, screws 6"from corners and 12" between screws. Verification: We have reviewed the above Product in accordance with Florida Statue Chapter 553, Section 8425 Local Product Approval, and conclude that the product comply all requirements including Aerodynamic Multipliers and Moments Resistances. It is B & B Engineering Consultants Inc. opinion within a reasonable probability this door is structurally stronger than similar ones that passed required official testing, ?consequently the 2-1/4" thick x 42"wide x 95-1/2" (A= 9.6.SF); single door is acceptable and meets the wind loads requirements of_ chapter 16 of 2014 FBC statue 553.8426 and capable of resisting hurricane wind forces (+37.7. —47.6 zone 5) if installed in accordance 2014 FBC•a[d:as per the Town of South Palm Bech Building Department Code and Compliance Acceptance. Approved, F' Oscar . ermudez,PE FL License No. 55141 _ _f SHOP DRAWING REV! 1\10 EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED ( ) REVISE AND RESUBMIT { } REJECTED- SUBMIT SPECIFIED ITEM ( ) CHECKING IS ONLY FOB V11TH THE DESIGN CONCEPT OF THE PRO! rt ii CO3N1PLIANCE 'KITH THE INFORMATION GIVEN IN THE CONTRACT O(?CUWIENTS. CON TRACTOR IS RESPONSif?LE FOR DINICNSIONS TO BE CON= FIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF THE WORK OF ALL TRADES. 4(NNVOLD ARCH(TEMUR (NC. DATE ZCi' BY �OA y MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11�805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 { SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the.right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material withi I 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 l Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, I dated 08/29%11, with revision B � dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicl tion has been filed and there has been no change in the applicable building code negatively.affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising,or any other purposes shall automatically terminate this NOA:Failure to comply with any section of this NOA shall be cause for termination and removal!of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 rnaru tiaoE CO UNTY Expiration Date: May'26,2021 Approval Date;April.14 2016 Page 1 I SHOP DRAWING REV� EW, NO EXCEPTIONS TAKEM %IAKE CORPECTIONIS NOTED 7?ISE— A(�D R E Si,:B 11/1 IT SUBM!-( SPECIFIED 17U IS r Co 'ICEPT OF '—11 !N�OPMATION GIV Tf ACTOR IS RESP(),-NS!r�E FOR 0 N F.15.VEID AMI)CORRELATED AT THE JOB SITE; FOR iNFv,RMATiO1 THU PERTAINS SOLELY TO THE FABR:CATJON PROCESSES OR TC TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATI M OF THE INORK OF ALLIRADOz PGT Industries,Inc. ' I I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum T dbe Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 110/10/14, prepared by manufacturer,signed and sealed by Anthony Lynnj Miller,P.E.; B. TESTS 1. Test reports on: 1).Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram) of clipped aluminum mullions prepared by Fenestration Testing Lab, Inc. Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No.10-0819.05) I C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51h Edition (2014), prepared by in' dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. j D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). I � E. MATERIAL CERTIFICATIONS 1. None. I I nue a ez,P.E. ;Pro o I aminer Expiration Da , 3 Approval Date:April 6� E-1 i I PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBM=1 i D i I F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February+ 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn'Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion —� L.M.I., approved on 02/12/15 and expiring on 05/26/16. i I � 1 i I II i 1 { I Manuel ;P.E. Product Contr I E miner NOA No. -0218.03 Expiration Date: May 26,2021' Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL o MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE 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 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS......... �' o FIGURE 1: ELEVATIONS 1 MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02X WOOD........_.._...-.,_.2 o a$ MULLIONS / --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX&MASOWiY._......_..2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. INSTALLATION NOTES......._......2 V' SHAPE MULL TO MASONRY...........__....._.3 N SHEET62-3 MULL TOSTEELSTUD:_...............3 8 m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING To THE REQUIRED MULLTOMULL...................__,._...3 � DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,THE 1/3 STRESS MCREASE WA3 NOT 11SEb ANCHORSPECS.,,......_..,._,_...._._3 Cn III �`��``;\ IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, ALTERNATATE CLIPS...._,.__._._..4 Zto BAY MULL INSTALLATION..............4 0 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 1%2X.375 MULL S X 2 X.125 MULL PECS.__._._.8 PEC6___..._._5 J W // \\ L INSTRUCTIONS. IX2-75X.375 MULL SPECS------7 �a SEE DETAILS III III tl l 1 X 2.75 X.65 MULLSFlECl........_..8 z ATHau G; III I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TOHRU DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS---. . W O o O SHEETS 2.3 1 _ 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X,125 MULL SPECS._.._.._..10 im - co _ I 1 A EETS2. ONLY TWO ADJACENT UNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN 1X4X.375TUBEMULLSPECS_..11 Q o / SHEETS 2.3 1X4X.375 TMULL SPECS...._..17 J III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W OPENING 1.25 X 3.188 X.285 MULL SPE•CS...12 MULL • HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25%3.25 X 824 MULLSPECS.._14 W LENGTH HORIZONTAL 1.25 X 3.94 X.824 MULL SPECS,_.AS z ul SEE DETAIL E. ul MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X4 X.25 MULL SPECS---------18 J U) Z Z X 6 X.25 MULL SPECS_.__.._-..17 SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (p AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.11 X.125 MULL SPECS.-18 F„ W z zz REACTIONS. 30'X 3.25 BAY MULL SPECS.._.....19 Z f- Q N O 45'X 325 BAY MULL SPECS..___20 Q O Z MULLIONBCLIPD04ENSIONS_.._21.23 I- Zg ffiC O FENESTRACTTION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES 162.........................24 (A PRODUSMAY LOADING EXAMPLES._._,__,_,_,25 BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ILL W Y Y MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH / III MANUFACTURED BYPGT. POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U CZW9 Q • 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ d Z mN U) /SEEDETAILS � HORIZONTAL A•O,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULL 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. - _ WILL LENGTH^I LENGTH I'- r—OPENING VAD7Y1—y 1 1�-HORIz-- - 3)REFER-TO SHEET.25 TO DETERMINEIF THE WIND LOADING IS-RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAC. d OPEN 4)FWD THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'1 FROM TABLES to THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING as HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE a1 lldl g ioS with the FIULA OPEN MULL d d Bu11dIn8 Code -- _ - / FOR HEIGHT LENGTH HORV. VERT- MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR THE OPENING OBTAINED IN gaaptaoco No C26a. - - -- - L d MULL d d d LENTH STEP 1). a Intl Dale L2� ILL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE 11Y —L _ _ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST HE MET TO ATTAIN THE FULL MULLION CAPACITY. hum rm" SINGLE MULLION SINGLE MULLION OPEERTICA MU �FORVIcaTICAL MULL Bj FROM THE ANCHOR CAPACITY([.BS)TABLE ON THE SAME—SHEET—AND—USING YOUR ACTl1AL-SUBSTRATE CONCNTION(MULTIPLE_ LYNAI O� OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ����>,ON. •�`• /�(--�i�-- - FORVERDCALMULL CAPACITY IS MET. '� F %CENSe''•.'P SEE CORRESPONDING DETAILS MULTIPLE MULLIONS Q' FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE �'; No.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - - STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •• 4 02014 FLORIDA BUILDING CODE(FSC),5TH EDITION •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT21 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION •'•.,FLORtOP.•'•-���:, *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. •AISIS100-071S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. S/p ) A.LNN �4TT P.E. FL P.E:#58705 DETAIL A: DETAIL B: MULLI°N 61 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BucKSTwp PERTYP.1�iB°STRIATE oZo ORWOOD FRAMING WOOD BUCK AND MASONRY ByCHMEM SEE SEETABLESi&18B d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sEE OTHERS N m SHEET 1. ��--••.. MULLION 1 I .j.. }':•�'.:• CAN W 1 I I I SEE SHEETS °j° I MIN2.7 KSI ••.... EDGE J W 21.73 FOR HOLE .d I I CONCRETE OR CMU' �� DISTANCE. J W I I. I SEE SEE TABLES x EITHERTHE I I LOCATIONS -1 STANDARD OR I - I EDGE DISTANCE 1B•18B g N OFFSET MULL EDGE o 1 a FOR MASONRY W Q p O CLIPMAYBE I DISTANCE o . ANCHORS 10 O F INSTALLED BY I I FOR WOOD / - I 1 fn M a.d ^ I SCREWS L °a I I I SIDE VIEW Z uJ THIS METHOD. 26V MAX FOR d' a H J .. a ALL MULLIONS < d' ° ELTRERTHE H STANDARD O V 1q .. OFFSET MULL Z 7 CUP MAYBE tR� INSTALLED BY 6 a' ° EXTERIOR THIS METHOD. Z d EDGE .. ' 'd DISTANCE _ Z Q p1 0 d FOR e Z MASONRY a 'd Z N THE OFFSET CLIP I9 ANCHORS `O O r Q sry O ° RECOMMENDED FOR � J e+ n d FIN-FRAMED W Q EXTERIOR WINDOWS.BUT MAY f- y ALSO BE USED FOR 4 V Z .QIn En ' OTHER FRAME TYPES. I" Q. Z N D. TYP.ANCHOR TYP.ANCHOR�o� PER SUBSTRATE, TYP ANCHOR PER SUBSTRATE, SEE TABLES 1B-183 PER SUBSTRATE, SEE TABLES 1B•1B8 SEE TABLES 1B•15B EDGEAENDDISTANCE BUCKSTRIP AND SEE TABLES ATTACHMENT �— BUCK57RIP IS46B T ':^• �,.;• �.•. BY OTHERS, EMBEDMENT HND EMBEDAENT SEE NOTE 1. ATTACHMENT SH[ET1. 1, BY OTHERS. � .. ... ., • • SEE NOTE 1, MIN 2.7 KSI CONCRETE OR CMU • ,... .. — — -- -- — -- FRONT VIEW— — --- -- --- eRooucrREVISBD _-- -- SIDE VIEW m complytnd wid+CLe T7ui� . •,.�... BoildinB Code O Pt FRONT VIEW p ilati M �21 � iteRan Date INSTALLATION NOTES: LBYIyIMni Tmduct __1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III t 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION -- -�—- �—`��\�0�\�', NSF ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE =F,�'�t;•'\�GC •. �P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ••.iC FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ='lC ND.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. C- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. 'K7,• ` 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED '�^ '••FLOfilO?;.•' ELCO ULTRACON OR ELCO iW S.S.AGGREGATOR MASONRY ANCHORS. /��S01 A.L%ftM)LLEi2;P.E. FL P.E.#58705 DETAIL E: - DETAIL C: -»I .12WMIN. MULLION TO MULLION a Rik MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CLIP) . LL 1)MAY BE INSTALLED IN-TEE'OR•cRosS° o . (STANDARD CLIP SHOWN) INTERSECTIONS. VARIES SYa V 2)MAY BE INSTALLED HORIZONTALLY �+ 1 I ' (SHOWN)OR VERTICALLY. I TYP.ANCHOR I N STANDARD OR I PERSUBSTRATE, ` I SEETABLES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $ D7 F OFFSET MULL I I FOR CORRESPONDING MULLION. LLl CLIP MAYBE I I I. TOP VIEW Z h INSTALLED BY II I EDGE DISTANCE MULLION O THIS MEIHOO I I I FORMASONRY ANCHORS VARIES J W I I I I<.1 ° N12STEELSCREWS, _ I SELF TnDRILLING OR PRE-DRILL D:?a ° ``` MULLION AND USE SMS o /J m W o cc EXTERIOR °"e ^ e MULLION FF-- ZCID --1 4 .. j Q EDGE DISTANCE THEOFFSETCUPIS ` �� �•, FOR MASONRY - n r• RECOMMENDED FOR / Z U�. ANCHORS :: - G FlN'FRAME6 INTERSECTION m7 WINDOWS,BUf MAV U-CUP W ALSO BE USED FOR F" Z 8. OTHER FRAME 7YPE5. EXTERIOR TYP.ANCHOR '.a \ ¢ Z PER SUBSTRATE. 4 Z Z Q N O / SEE 7ABLE5IB-738 Q Q O Z TYP.ANCHOR SEE SHEETS L 21•ZT FOR O � BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS TTAAND CHMENT SEE TABLESIB-13B FRONT VIEW EDGE W A Q Y TrAMRS, DISTANCE SEE NOTE 1, SEE TABLES EMBEDMENT4, 1B.138 .': • .e .•. ;'•:. ��1• EDGE 0_.' �.0902 � In ...•. -,.._DISTANCE O 9,O BLES MIN ZT KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1813E SIDE VIEW � � FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR - -- - - -- —_ A PER SUBSTRATE. ® . SEE TABLES I0-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ----- a --- -- SHEETs-- -®- -— — PRODUCT RfiVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2b23 FOR n1 complying I3VI Bw Florida'-- -- CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �\ LOCATIONS Building Code 16-dL1$•b FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Acuplance No 3 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ExpW Date Z021 By 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. © - Mi 'Dada 5)FORMASONRYAPPLICA7ONSINMIAMI-DADECOUNTY,USEONLYMIAMI-DADECOUNTYAPPROVEC -- `----- EDGE _ __ __DISTANCE —_-- -All FRONT ELCO ULTRACON OR ELCO IM S.S.AGGREGATOR MASONRY ANCHORS. ---- —- FORSTEELSTUDSTHINNERTHAN O F i� ---- FRONTVIEW 10 GA AND COMPLIANT WITH THE FL BUILDING 113-13e CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW n No.58To5 NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD "L yTA/ tor �'•�I/= ANCHOR VALUES MAY BE USED. :�C),�'•.. F`GR,OP.•'G�.` a 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A FIYN I.LEi?,P.E. FL P.E.#58705 DETAILF:' DETAILG: DETAILH: x FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) gam' � cQi SEEOE7AIL9A.E,• 30'OR 45' u SHEETS AND 3 FOR INSTALLATION GAYMULL TO SPECIFIC SUBSTRATES.' C4 MULLION 8 m N $$� O O 0d O O O O O O O O w O O TOP VIEW N SIDE VIEWCa SHOWN TOP VIEW 1 I i Ca coy MULLION4'X-125• O 1 J 1 j I I TYP.ANpiOA EXTERIOR 1 I I /—PER SUDI n 163 I I I J 9EEYABLES iOB OR iOB 1 b i TYP.ANCHOR I I i EXTERIOR J N u Z STANDARD MULLION CLIP I PER SUBSTRATE, MODIFIED TO FIT FIELD I SEE TABLES 1B-14B 111 I Z CONDITIONS. I W 1 I YXO•ANGLE CUP, Z Q W O 2 PER MULLION END,MUST BE Q Q N 1 1 I 1 1 I INSTALLEDINSIDEOF BAY MULL_ 1 I CD MULLION i i 2'XGX.125'ANGLE CLIP. j 1 1 I PMUST MULLION PER END, '�2 Z N INSIDE OF co Q BE MULL ab i g ESQ. 8 dio d I � 1 I I �TYP.ANCHOR . PERSUBS7RATE, SEE TABLES 11340 INTO WOOD, S7EEL,ALUM INTO WOOD,STEEL. STANDARD CLIP TO BE EXTERIOR ORMASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. ` —EXTERIOR— EO\STA ��--I®-- —®`�_�� PRCOUCTRFVISED OI lq pNC - - _F --- _ro complying with lho Florida - � BuildinBCo plmlaNde� Aeoco{(0'0218•pg © I © INTO WOOD,STEEL. O EXpiTmim Dote �1iS2) ALUM,CMU OR MASONRY EDGE N ® ® DISTANCE Dy PER ING hoduU ANCHOR DISTANCE .NOTES FOR INSTALLATION-OPTION GA H:-----_-- -- ---------- ---.�\\ n� YNM_/����_ PER ANCHOR O NOTES FOR INSTALLATION OPTIONS F: 11 USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. c N t' 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _�;l NO.56T05 1)DETAILISNOT APPLICABLE FORTHEBAYOR126'X2.11'X.125'MUWON. LOCATIONS. 2)SEE TABLES,IB-136 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 31 DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. FL 58705 TABLE 1A Mullion Capacity Table bsffe a �x OpeningWltfih(forverlIcalw 3pard MullonS)orOpaningHelght(for hDdzMDrtely-SpamingMucom) r! 50In 601n 701n 809r gain 100in 120h 1401n 1001n p Rectanwfar TFep/Tt1en9. fteclangmer. 7rep11Nm�g. Recfengder 714pRderrg. Romengu(m lrepnlleng, Reaerr9uler Trap/7deng. Reelnnglsr ThapRlfntq, Rectrgrder 7fep/rdaq. Reetengrfa TrWM-a. Rectte00t Trepr7rlanp, p 1x2X.126 Loeano Eocene Losan9 Loodn9 Lona,p Locdng Loafm Loadhg Loaang lnean9 Loaano Loaft Loednrg fnaang Londno Loeang Loaang Lcean9 . Alum,Tube P & A L & s t A & J A. L & L Z & & & L .Mullion liz �' �� 421n 111.8 408 129.5 3J2 912 408 115.E 325 79.9 405 107.8 321 69.9 408 IOC4 319 62.1 409 1d,0 319 55.9 403 104 319 48.6 408 104.0 319 39.9 408 1d.0 319 38.0 4d 1d.0 319 0 W /6h 74.9 312 87.8 258 024 312 71.4 252 616 312 67.0 248 48.6 3/2 932 218 41.8 312 81.3 244 37.5 312 61.0 244 312 3t2 61.0 2N 26.11 312 61.0 244 23A 312 61.0 Z44 � 2 60.8251n 63.9 261 70,8 231 612 291 51.8 228 45.8 281 65.7 724 39.9 281 621 222 35.6 281 50.1 220 31.9 281 49.3 218 26,8 281 49.3 218 22.8 281 493 219 ZOO 281 49.3 219 W O 0 541n MO 247 57,5 207 43.9 247 42.5 202 37.6 247 44.8 109 32D 247 41.5 190 29.2 247 39A 1d 26.3 247 35.4 193 21.9 247 38.1 1W 18.a 247 38.1 193 10.4 247 38.1 193 = C3 � C 60h 38.4 200 412 170 32.0 200 35A 168 27.4 200 31.5 153 24.0 200 24.9 160 21.3 200 27.1 159 192 200 25.9 157 1&0 200 26.0 150 F- GO J '2 63 in 33.1 161 35,3 155 27.6 181 30.5 152 23.7 161 28.9 149 20.7 181 24.5 146 18.4 181 22.8 1" fee let 21.7 143 :3 S 6e In 28.8 165 30.8 142 24.0 165 28.1 139 20.6 165 211 138 16.0 165 21.0 134 Z CJ$gyp gj 72In 22.2 139 21S iZ0 18.a 179 iB.9 118 15.11 139 17.5 Ila d i >W TO In IS. 125 19.7 Ice 16,7 126 f0.6 107 fA die Z 76h 17.5 115 10.2 td -HE ~ 7 Q N O TABLE 18 An horCovacityTobtagbal ANCHOR CAPACITY ADJUSTMENT FORMULA: z 'a p N o ANCHOR CAP.,,a,,,,,E 03 6uW 27k lnl¢ Conbrefe S.SF caw. Ho906 CMU Flee emu PT Wool Meld (DP_)X( ANCHOR CAP.,,, vJ \MULLION CAP.,,•,,,,,, 6718'Eko 1M'88 ELro 5716'E1ro t!1'83 Eko HO SteN /f28fed /12 Slcel W )( Anchor Clip PatternsDbbh ype: y18'fltolotrecan VO•-Uerecm Ultrabon y18'I70o War- V4•Eko l9trecon AggneGafor Ulm" ApgreCselOr 9arew(os)6erew(GS) 6eraw([75) USE THIS FORMULA TO OBTAIN THE'ANCHOR X Edpc isfnnca(4rY. r zam r 2-ire11/8• r 2-1rr 1• 2-17r z ius' z o.46• o.s4• o.3w CAPACITY REQUIRED'CORRESPONDING TO AN V Q Embedmwl JU 1-3r a3H• 1314• aye' z 1-ur 1.114• 1414• 1414• 1414• 1414• r ZW 1a18' 1,Vr v0nee ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnoMa®6.75'Mh MG,/8lendrd Or01sm 00(Fp.17 39Dme 39010s 450@s 8901b3 16Nme 2701bc 2801be 354®a 740lbs 374 me 6d lbs d8®9 34112. 442fbs 560ms OPENING,WHEN IT IS LOWER THAN THE MULLION a � O 4 Anchre®1.f Y Mht 0.0.16ten4ord(or0h00 C9p(Fig.2T 450 ga 700 fb0 WA WA WA WA 340(be WA WA WA WA WA 682 Rn 865 IN 1120143 CAPACITY(FROM THE TABLE)OF THE SELECTED Q, 4 Anctgm Q 3'Mot O.C.1(2)2x5Arpts ape 1(Fq.37 780 Ma 780 Ws 880 We 1580Iba 1898 me 5109>9 sea Iw WA 7601bs 748lbs aao Ibs 16921Ds 652%5 885Iba 172010s MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AneMm®0.45•Kin.O.C./U421p,Inlo.125'ANm.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 716 In CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArKWI FCkp(FW.5Y.1 1951A 105 Pot 225 ms 370 hs 157lbs 332lbs 473@s 170 kx 2211be 2- ADDITIONAL ANCHOR OPTIONS FROM THE 2An0h0. 1.15•Mh.O.CJFaIP ig.6):1 240 Ws1 350 m5 WA WA WA WA 190IW WA WA WA WA I WA 1 341 r. roe 442lbs 560 ANCHOR CAPACITY TABLE. NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I- -- - - --- --FIGURE-2: - -- - - -TABLE NOTES: __ • • • • _ -_ PROOUCI'RL•VISBD • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. -- ns cornplyingwlth the Fiftita --- _ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•-i I.000" r-• Ouilding Code Aottptenm hb 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE. r Ex irstf Dale FIGURE 3: I By 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.00(r Mimi a raga - - -- - - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. -_------ _ -- -- - - - - - - -- - L - - .125' _ _ (t,YNN A9/(�7�J+++ 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `� Cx;-.•...... F i- _ FIGURE 4: FIGURE 5; FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED r � +11-1 1p•''v(;ENSF •' R YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•TS AND BE A MINIMUM OF.125' 1 , THICK STEEL STUDS TOBEA MINIMUM GRADE 33AND. HTHICK GAUGE).STRUCTURAL STEELTOBEAT 1"X2'X.125'MULLION = 0-56T05 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8 p12ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. sc rLORN A.LYNMIf 4E'R A.E. FL P.E.N 58705 TABLE 2A Mullion Capacity Table Obeffel Opening Wldth(for veltic6Ay-spanWri MWons)or Opening Height(for hod zanteYyspemin01niliorl Ice 601n 60 in TO In BON BON 1001n 1201n 1401n 16aN O Reofen9ular I Tmp".T Rec..aular TmpTdaM Reotmpular I TrWMang, RactaMdar TlspTdarp. Rmtan7ular TmFVRNng. Recl2lMar Tmpidua RNIanpular 7 Wnlerp. Rectengvm Tn ffI.M ReotnV&sr Tap/N.VL p 1 x 2 x 376 Loading LnMM Loading faading Lw4kp Loading Loedkg Loading Lading wAng Loadhq f.md" Loading Loading Loa0N9 Lording toaNg Loading p Y Alum.Tube r bb„ Mullion If) Eel fil 11 1.11 h I I 1 11 1 11 1 11 1 11 C-11 42In 170.01 620 1 170L0 435 'Ill W2 170.0 478 12911 6B2 1170.0 WS 113,5 862 169.51 SIB 100.91 am IS&9j 517 90.8 682 168.9 517 75.7 682 18&9 SIT 64.9 662 188.9 SIT 58.7 662 16&9 817 48N 121.8 607 13&0 419 101.4 fi07 11&2 410 66.8 507 10&7 403 7&0 60T 102g 399 67.6 507 99.6 397 Me My 010 M 60.7 rA7 89.0 396 43.4 507 99.0 IN 38.0 W7 99.0 396 1b.6251n 103.7 458 1148 379 014 450 g&B an 741 450 90,5 364 848 456 84.E 360 57.6 456 61.3 357 51.8 456 8a0 35S 432 458 80.0 3% 37.0 456 SO.0 we 324 458 800 ass CO) 541n 85.4 400 93.3 338 71.2 400 6&9 328 61.0 400 72.7 322 514 400 67,3 310 47.5 400 .64.0 315 42.7 400 623 314 356 400 61.8 313 30.5 400 61.8 313 2&7 400 Ste 313 m 0 601n 82.3 321 68,9 278 51.8 324 67.5 270 44.6. 324 51.2 254 38.9 324 4&9 250 34.0 324 43.9 257 31.1 324 42.0 255 28.0 324 40.5 253 222 324 40.6 253 19.6 324 40.5 253 � � J S W N 5&e 284 51,4 252 M.e 281 48.2 248 3&4 284 418 241 33.0 294 39.8 23/ 2&B 294 37.1 234 28.0 294 35.2 232 7L4 204 US 230 19.2 294 33A 230 10.8 294 33.4 230 68N 48.8 260 49,6 230 39.0 268 42.4 225 33.4 268 37.6 221 29.2 26B 341 218 2&0 260 31.8 216 23.4 266 29.8 212 19.5 268 28.0 210 18.7 268 27.7 20D 14,6 268 27.7 209 z (0 Z4 �• 72In 36.0 225 3T.9 196 3aO 225 32.2 19f 2S.7 225 29.4 168 226 225 256 195 2&0 225 2 16162 1&0 225 221 IM 15.0 225 20.3 177 Me 225 19.8 176 11.3 225 19.8 178 761. 30.6 . .0. 177 2&5 2021 27.2 t73 21.9 202 23.9 170 19.2 202 21,5 187 17A 202 19.7 1&5 15.3 202 15.4 163 126 202 1&7 100 10.9 202 15.9 IN 9.8 202 %8 158 � 0- z 781n 28.3 102 29.0 189 23.9 101 15.1 185 20.2 1B2 220 182 17.7 101 18.7 159 15.7 1B2 18.1 157 14.2 112 IRS 155 11.9 10i 152 .152 10.1 182 144 150 9.8 101 14.2 150 90In IRS 144 18,0 128 1&4 10 16 1 120 0 Q N O 96In 15.2 127 15.8 113 Q 2Z TABLE 2B o c m m �CD AnchorCe c Table @x ANCHOR CAPACITY ADJUSTMENT FORMULA: (A ANCHOR CAP., ,,,,, 111 X subslmle: 2.7k Corren)lo 3.5k Cqp. Ho6oW CMU Fale4 eMU vT Wood Metal (DP_)X( ANCHOR CAP.a, 5I16•Elw 1l4'88 Elko Will Eko VO SS Elco M10 81ee1 Ill 4128teal `MULLION CAP.,,,o•,,,,�- x 01 Amiror Type: 31t8•Efw Urtrxon 1M•Ekd t66eem Sr18•Etw Wtracen }M'Efco U8ne4n ~ X O O Anchor Clip PeBeme Uamcm AIiOmOaty Ubxon A99reGetd Sorew(G5)Senn(G5) Sotew(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR Q � Z EgTa OcreFwa pak 1 t-1rr 1• 2-v2• iv6• r 2trr r 2-trz• Z' 3.tre• T 0.49• &s4• oa24• CAPACITY REQUIRED'CORRESPONDING TO AN O- .,0 Embadmcnl : i-TV 144• I tan' 1 1a14• T 1-1/4' MIMI 1.114• 1-I04• 1.114• 1.114• 2- lair fam• WIN ACTUAL PRESSURE REQUIREMENT FOR THE � � 2 Arwhom®4.75•Min.O.C.I BNndard crofeet 00(Fig.1X 390Iba 3®na 45O-Ms 8902s 18NM 2102s 2809n 3541be 740On 374 Ibs 6041N 9461be 341 me 421bs SBOfn OPENING,WHEN IT IS LOWER THAN THE MULLION C it 4A-h=01-16-Min.0AI Standard Car Mot)alp n.2X 480roe 700In Nip I WA WA -WA 380IN WA NIA WA WA WA 682m5 665114 t12010.s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arclgn"3•Min,O.C.I(212r5Anp19 0ipe 1(F9.3X 7801bs 780 Ne om ite 15600a 1e88 bs 5401bs 5M In. WA 760 Ra 740Iba BW foe 1892 @a W2 Ee 8851ba MOM. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2.LA. nc6aaO AY Mn.o-C.I.Ip,Nta.125•Akrm.(FT0.4k WA WA WA WA IVA WA WA WA NIA NOS WA WA WA NIA 713IM CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F4:Dp(Fig.5X 1B5 ors 1951be n5 ms 4a51. 822109 1 1359. 1401bs 177Ibs 370Its 10?IN 3321he 473 tba 170 W 221 lbs 211 wa ADDITIONAL ANCHOR OPTIONS FROM THE 2Anckaa0l-i5•Mh O.Cl F-Glp(Fp.BX 24020 350 Ce WA WA WA WA 190 atW N4i WA WA WA WA 341 Ibs 41216s 560 fw 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: '- -- -- -- --- - _r-RODUCT REVISED w complying witi m017arA1f • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Building Coda 1.000 Acceptance Nod '� •D� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "� f'-' Explrnt(on Dye ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE3: Miami Tro3kt -'------ ---- __ _ _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I 1 I - -- . --- HOLES TO BE DRILLED IN-THE•FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2& 2.000" ��� �{ LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ---- -------t -- -- - -- __ __ _�-�\ �p�)•.....,, 'ANGLE CLIP MUST BE USED IN PAIRS. •'•1,NCENSC 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3 ' 1 P r' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED JC : r FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125" ` T�' No.�0705 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2•X.376"MULLION LEAST•125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND frEF THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. OR.OP.•' ?\�� AL A.L14NN MI EA,P.E. FL P.E.#58705 TABLE 3A Mulllon Capacity Table Ibs*) Opening Width(for%erticely-spanNng mUlions)or Opening HelOM(for hodzoralliVsperring mdUons) C i f 50In SON 701n 8D In 90111 too In 1201. 140N IW in p ReetangAar TrepRdeng. Redenpda Traprrfanm Rectengam TrepJnfmp. Recterptfor Tlep4daeg. Rectangular lfapraferrg. flecfenplar TrepTdang. Rectangular 71m;Mor9. Retie In� 1x2.76x toodhg lnadrp lwdrig Loafing Laadkg. Laadiq Loaalrp LoaAng Loat9tp Lowing Loading Loadn9 tn06rq � be ar T n9. � ar 7s�O� �� .376 Alum Tube Mullion Z 1, 42N 170.01 020 170.0 435 170,0 7" 170.0 47a 170-0 868 170.0 508 110.0 M 170.0 510 1700 111E 170.0 RI 170.0 1240 170.0 621 148.7 1301 170.0 621 1Z7.6 1J01 170.0 621 111.E 1301 170.0 621 O L~SI 481n 170.0 708 170.0 524 170.0 850 1170.01 584 170.0 992 1 170.0 1 630 170.0 1133 170.0 881 151.8 1139 170.0 877 130.8 1139 170.0 680 t13.9 1139 170.0 680 07.6 1139 170.0 880 BSA 1139 170.0 880 50.625In 170.0 747 17a0 503 170.0 898 170.0 Of t67.8 1032 1-0 Ba4 146.0 1032 170.0 723 f30.5 1032 170.0 7 7 f17.1 fO32 170.0 756 919 I= 170.0 758 a3.9 I= 170.0 759 73.4 I= 170.0 750 641n 170.0 797 170A 612 16L3 907' 170.0 B91 1362 907 164.7 730 120.0 007 1625 rA 107.5 80T 145.0 714 96A 907 141.1 710 80.S 907 140.8 709 69.1 W7 140.0 709 50.5 907 140A 709 m p O 801. 141.1 735 151.6 625 117.0 735 130.3 oil 1- 735 118.0 609 082 705 1082 5B0 7aA 7J5 99.6 6B3 T0.5 T3a 95.1 67e Sa.6 735 81.6 574 SOA 735 91.e 574 11.1 735 91.8 674 � H � J 63In 121,9 866 130.0 670 101.6 B85 111.5 857 87.0 860 989 647 76.2 668 90.1 635 07.7 888 W.9 571 50.0 6W 79.8 fi26 S0,8 6W 75,5 621 43.5 668 7S8 $21 3a.1 6W 75,6 521 U 68N 108.0 607 1121 $72 BD.J 607 96.1 511 75.7 BW 85.0 Sot 6a.z 607 77.1 493 599 607 71.0 466 53.0 601 B7.6 481 44.2 807 03.4 470 37.0 807 62.7 474 33.1 607 a27 474 Z W$ggg mg 72In e1,e 510 85.8 443 68.0 510 73.0 434 6e3 10 64.3 428 SLO 510 67.9 419 45.4 510 533 413 40.5 610 50.0 406 34.0 510 45.9 402 292 510 44.4 399 25.5 510 44.3 3" 78N 68A 458 7Z.b IDO D7.6 45a 61.7 392 4B.6 45D a1.1 353 43.4 /56 4ee "378 Jab 45a 44.8 37J 34.7 ISB 41.8 369 28.8 /5D J7.7 J82 24.8 46D 38.0 358 21.7 15a 35.T 355 j J 6fi z 78N 642 435 67.0 351 53.5 435 56.6 373 45.9 435 49.6 WO 40.1 435 44.7 360 35.7 435 40.9 356 3L1 435 38.1 351 26.6 435 34A 344 22.9 435 32.6 341 20.1 435 32.2 340 Q 00 b 41,6 327 43.1 290 34.6 327 SBA 285 28,9 327 31.e 250 26,1 3Z7 75.J 2T5 232 327 25.7 271 20.8 327 27.7 288 t7.4 327 21.0 262 14.9 JI7 19.3 268 � n Z 9B N 34.4 2B7 35.4 287 28.T 261 29.9 252 24.6 287 28.0 2Ae 21.5 267 Z3.1 214 19.1 2B7 20.9 240 17.2 Zg7 tg.3 237 14.4 287 16.9 232 F- oo-O 30 g� tell In 2a2 227 x4.7 205 20,z 227 20.e 201 n.3 '227 18.0 t9e fa.1 227 1&0 1B5 � X S B 111 N 223 215 22.7 194 15.6 215 19.1 1B1 16.9 215 16.6 tee w � 120N 17.0 IN 17.9 167 F N N U X Q 3 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d- Z N (Up Anchor Capacity Table lbe ANCHORCAP,,,v,,,,3 _ _� �'U 9ubalmle: 2.ik earome 3.5k Oono. Holm CIAU Filed CMU PT Wood Me1t1 (D_)X ANCHORCAP.- (y w- 5118'Eko tId•SSFJco 571B•Me 1WSSEko /la8101 112Sl" 1f2s1ee1 MULLION CAP„o,,,,,,, $ 's, AnchorCllpPatteme q"ct101T7pa 31tYEkeulOacm v4•Ekoultreeon ugocon 3118•EfcoUlUacan 11PEkoUilrOcon Apg.,. Immon AgGmGolor 8oien(G5)S-(GS) 3a (435) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Mime(in). 1- 2-12• 1• 1 2-1rr 3•ue• 1• I 2-Ire 1• 2-12• 21 341r 2• 0.4V 0.54• O,3F4 CAPACITY REQUIRED•CORRESPONDING TO AN 22e -,(I(In 1.VC "4• I-W 1-314• T 1414' 1 1.114• I-Ur 1-114' 1-im 1-11C Y 1.318• Idle' cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2AxtwrmQ4J5'Min.O.G/91erMsd arO8ee1(31pffp-11 390 Ws 38D IM 4501MI Mbs 1644 Ws 270 gp 1 2801be 35118a 7406s 374lb3 60416s 94816s 341 War 442lbe No roar OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtw Q 1.16•Min.O.C.1 Standard(or0[ael)Cop A.2). 480 M 700lbs WA WA WA WA Me lb, WA WA WA WA WA 682(be 885 no 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Atcbaa®3 Min O.C.1(2)2t5 Ardo O R I(FIg.3F 78g Itm 780 Ws 680 W3 156D H. 1896 W3 540 ft 560lm WA 7900s 7161b3 No it. 1892IbS 682 Cs 8851b Me bar MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anehda®OA5•MN.o.C.IlWp,bto.l2Y Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71501s CAPACITYWHICH MAY BE USED TO QUALIFY 1 Anct.1 FZV(Fq.57 1958u 195Its 225 em 4451bs 022 De 1352. 1401b3 1772. 370Ibs 19710t 332 tM 4739s 170 E3 221 Ibs 280We ADDITIONAL ANCHOR OPTIONS FROM THE -- --2 Anchors 01.15•MN.:O.C7 FL1 .8; 2a0ms 350 W3 WA WA WA WA 190lbs WA WA WA WA WA 341 P. 4421bs 580Ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED 1N THE EXAMPLE-ON-SHEET 24. PRODUCT 8sv1SED m c0mplyiegwilh lho FlOrlb -- - -- Building Cock •�-�$• FIGURE I: FIGURE 2: ActtplanmNOI(0'0 • • • • TABLE NOTES: 13apimli0n Dote 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. It 1 Produce Control 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.-- - S: _ ���t,v�C(LYNr�I d 1jlrii FIGURE - - - -- - �� F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750` �'���.•'•y1GENSF•<<Fq1 i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` Si' 7'!O.58705 •�� ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - - FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375` _.0 •• YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125' 8 b THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL BEAT AU-• "' C�F � 1•X2.75•X.375'MULLION CC•'•..............CORIO ••.C9�� 0 LEAST.1 THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I I I I THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ' S (�`� �+(��JI�jf�{ ,,1 R. E. �/ FL P:(. 58705 i TABLE 4A �1 Mullion Capacity Table Ibsife ® � OpeningWldth(for leAlrallksparinI M 10m)orOpeningHNpht(forhofi Matt-BpardrpmtNats) yyy�rrr�� 501n 001n 701. SD In 9DIn 100In 120 in 1401n LOON O 1x2.16x Rectangular Trep/Mag. Redermmdar Tle"ang. Rectmouter hearWew' Rectangula Traprrdang. Rectmgdw TrWrifmg. RVA&W4er Tmpfrden Rectangular Trwmmg. Recterww Tmprrdeo Rectagolar TrapTdmg .850 Alum, - 4 Wading Loadrmg LoaNq Loadng Londing Loading U dn9 Loadng Loadrq Loading L ng aadng Loadi LW*eg Loodrq t.4adng Loading Lcedn9 Loadng sY Tube 7�' A _ t�$r_ L•_ 20 D _ 2`_ Ta a a D �• z^ �• 1$ D a$ a '6 - a,. M1Aulgon 8� !T�• � � 6 6 t4� $ t a �� N gg ppp t g z ��� 42 E h 170.0 mg170.0 4J5 170.0 7a 170.0 478 170.0 BBB 170,0 500 1T0.0 092 f70.0 SIB 170.D 1116 1T0.0 621 170.0 1240 I70.0 521 170.0 146a 170.0 521 15E.7 1620 170.0 621 138.E 1820 170.0 521 J R1 45In 170.0 703 170.0 524 170.0 55g 170.0 584 170.0 SB2 170.0 630 170.6 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 e80 121.5 107 170.0 gee 103.3 1417 170.0 680 m 50.e251n 17o.0 747 170.0 rim 170.0 ON170.0 631 170.0 1046 170.0 684 170,01 1105 1 170.0 723 1OZ61 12M 170.0 747 140.3 1250 170.0 756 121.0 1288 170.0 758 1D1.5 1268 170.0 758 91A 1258 170.0 756 '� 541n 170.0 797 170A 812 170.0 0% 170.0 091 170.0 file 170.0 754 150.7 I= 170.0 6D3 133.9 1130 170.0 837 120.6 1130 170.0 BW 109,5 1130 170.0 got 80.1 1130 170.0 061 75.3 1130 170.0 wl m C O M 60In 170.0 885 170.0 701 146.5 915 1623 781 125.5 915 144.5 746 109,9 915 132,3 735 97.0 015 123.9 726 87.0 915 1t&$ 720 732 g15 114.4 715 02.8 015 IMA 715 54.9 916 114A 715 H ( m J 631n 151,E a3o 101.0 710 126.5 830 135.9 694 1065 530 1232 8B1 94.E S30 112.2 WO 84A 83D 104.6 602 75.8 630 89.4 ON 63Z 630 94.5 049 64.2 630 94.1 640 47.4 WO 94.1 661n 132.1 767 140.0 Me IWO 757 119.8 830 9l.3 767 105.9 024 82.6 757 90.1 614 73A 767 80.1 608 66.0 757 842 600 55.0 757 70.0 593 472 757 10.2 691 41.3 757 752 591 ? a J 721n 1DL7 BM 108.E 552 84.0 038 01.0 540 72.7 636 S0,1 Sag no Me 722 521 50.5 ON 05.5 514 50.9 638 e2.3 508 42.{ 838 672 $00 36.3 538 55.3 497 31.E 638 56.2 497 7 -j 761n ee.5 571 [41.4 49e 72.1 571 7e.e 496 8. 511 67A 479 54.1 571 $0.6 471 48.0 571 56.5 484 43.2 671 61.8 450 36.0 671 47.0 451 30.8 $71 44.E 447 27.0 571 44.4 .448 Q 781n 80.0 642 83.4 474 68.7 512 70A 485 57.1 6/2 62.1 456 50.0 542 55.1 449 AIC4 542 61.0 442 40.0 542 47.5 437 33,3 542 42.0 429 20.6 542 40.6 425 25.0 542 40A 423 Fzz" Q CIO 90 M 52.1 407 53.7 301 43.4 407 a4l 3SS 372 407 30.0 349 32.5 407 35.3 343 28.9 407 32.1 335 28.0 407 29.0 334 2L7 407 20.1 327 18.6 407 24.1 322 18,3 407 23.0 310 Q i0 Z N zz O c0.. 00 p 88 In 42.9 358 44.1 3W $5.6 350 37.2 314 30.7 350 314 309 26.5 3W 28.*04 35a 28.1 300 21.3 356 24,0 206 17.9 3S6 21.0 289 15.3 358 10.2 2" Ica In 30,1 283 30.8 255 25.7 283 269 251 21.5 283 2L6 247 1e.e 203 19. fE.S 237N 21.6 287 26.3 212 2J.1 287 27.6 238 10.8 231 20.6 275 17.3 287 16. 287 16.5 22e N 12oW 22.0 22a 22.3 209 18.3 220 18.8 zos tS7 229 18.2 202 U X Q Z m0O W TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: n- AnchorCa ecl Table gbal d'� S.WralB 27k 0-1.16 3.Sk Cone. Ho;m CMU Fined CMU PT Wood Memel (ppeO)X(ANCHOR CAP.,,a,,,,�1 ANCHOR CAP- �-3 Ste'Elco 114'99 Eko 5116'Eko IM•Ii5 Elao 310 Steel 012 Steel 012 Steel `MULLION / Anchor CUP Patterns ^n`t°' 37tCEkoUllrecon 114'EkoUOacm UIDam 3119'EkoNbecon 1M•Ekol6axm AWeGalor Ml=m AWYAIw Se"(GS)8-(G5) Scfm(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olelame Mk I' 2-ir- I I, 2-lir 3-11W I- I 2-1Ir 11 2-tin r 34ve• r 0.4r 0.54• O.724' CAPACITY REQUIRED"CORRESPONDING TO AN dm Embeent ): IJr4' 144• 1.914• 1.14' r 1-1/4' 1 1.114• 1-I14' 1.1/4- 1.114' 1.114• 7 1.3v tare' re&a ACTUAL PRESSURE REQUIREMENT FOR THE 2Amha6 @ 4.76'Mln.0.0./S mdmd or Cefsel alp(Fq,1); 390 We 390 ma 450 We 890Ibs 1044 We .270 ins 260 We 354 Me 740 Ms 374 ma 664 Me 9461be 341 ea 4421W Sao ma OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anch-QI.IS MWn.O.C.I Stondmd(a o8ee9 Up(Fig.2k 4egbe 70D ins WA WA WA WA 380Ib5 WA WA WA WA WA 682Il east 1720Ma CAPACITY(FROM THE TABLE)OF THE SELECTED d AncMla @ T MIn,O.G/R)2t5 Angle glps/(Fq.7k Teo Ma 780 roe No be 1560lbs 1696 ma xo Ma 560Iba WA 760 ms Toe Ma eeo Ma tse2 Ms Get ins m 1t2o rbe MULLION.fT WILL YIELD A MINIMUM ANCHOR 2 An01wa@0.45•Mn.O.C.I U42q,Into.125'Akm.(Fq.I): WA WA WA WA WA WA WA WA WA WA WA I WA 1 WA 715 Ms CAPACITY WHICH MAY BE USED TO QUALIFY -- _ _ _ ____ tAncharrFCSp(Fq.Sk t95Me te5me zzsms asps 8t26e i35Ma t4atbe mM4 Trade terror 332Ma 47316s trams 22tlas 26oms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchoo@1.IS-Min.O-CJ F•alP(Fig.%, 240bs 350 M3- -IVA- -tUA- -WA- -WA- I90 ibs_ WA_ WA WA I WA WA Nt Ws 44216a 680 Ma ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - -- -- _ FROGUCT RBVISBD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. -- - - - u eomplylnE tt49t mho FI011ft FIGURE I: FIGURE2: TABLE NOTES: AcceptaEnrn Na��CZ1�f�03 --I 1.000- r BxplatimData 1Q.C11 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - -' - - - -- - - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 FIGURE3: -- - - - - - - - - - - ;��t.,0•......... LC ��i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' VtCE14S(;__•.F.Q • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 't`:•////tdo.50705 r� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (/1,' ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BEPRESSURE-TREATED '6 • l FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.125' U STP:f•OF 4/` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT FLORIOP•••'��j�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1^X 2.75'X.650'MULLION '��+ 1\, THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL.1"S.S.OR 410 S.S. ri�S�UNAG UU��UU��11 rrr7//ftllt`41 A.LYNN MILLER,P.E. FL P.E.#58705 I TABLE 5A yyff )(R Mullion Capacity Table ibef a "i11ii 1cSj Opening Width(forvattic lly-spamlrg mullions)or Opening Height(forll7dra*a9pspemirg mullions) SON 00 in 701n e0 in 90In 100 in 1201n 14DN toot, p Roctenpltor TrepllHarg. Rectargdar Tep/Mecg. Redmpdnr 'RU dnM. Radm9dar 7tep7dalg. Rectmgdar 7myTdrrtp. Redergler 7tep7111arg. RecWBul9r TraplTdarg. RectenglAar TmpTdrrg. Reotm9ular 7mplTdml9. y 1"x3.125"x loaft Load g L0adn9 Loadig Loadn9 Loadnp Loadn9 Lowing Loafing 18wdng Lcadng Loadlg Loadn9 Loadlg Loadw Load-9 Loadn9 Loadng sY.500"Alum _ .. _ F �' a 3 Tuba Mull g N fi Is is § 7¢e yg9[ y¢t•$$ $y jpy 5 ¢y.& ¢y 1$$ ¢y s $ h � ¢t y2'1�g[ 3 m g � do d0' zW Z O W 421n 170.0 820 170,0 435 170.0 744 170,0 47e 170.0 880 170.0 506 170,0 092 170.0 SIB 170.0 1118 170.0 521 170.0 1740 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 154A 10D2 170.0 521 J w IBN 170,0 706 170.0 521 170.0 B50 170,0 564 170.0 BB2 170.0 830 1T0.0 tUJ 770.0 88f 170.0 1275 170.0 O77 170.0 1417 170.0 Be0 15).7 1577 170.0 680 135.1 1577 170.0 ON 118.2 1577 170.0 ON Z SO.e25 in f70.0 747 170.0 SSJ 170.0 aee 170.0 63I 170.0 1018 1T0,0 ae{ 170,0 11&5 1740 72J 170.0 1345 170.0 747 170.0 1491 170.0 750 141.7 14D5 170.0 758 1r.5 1495 170.0 758 108.3 1495 170.0 T50 LU 641n 170.0 797 170,0 M2 170.0 959 I U0.01 091 170.0 1116 170.0 754 170.0 1276 170.0 803 1841 1401 I70.0 337 1495 14ol 170.0 050 124.0 1401 170.0 eel iae.0 1401 170.0 881 93A 1401 170.0 BB1 m C F 60N 170,0 885 110.0 701 770.0 10BJ 170.0 707 158.5 1150 170.0 870 138.7 1158 167.0 029 127.3 1750 156.5 B17 111.0 1158 14D.7 B10 02.5 1136 1M.5 90.1 78.3 1150 iM.S BW 6BA 1158 144.5 D03 F" co J ,5 17) 83N 170.0 030 1T0.0 745 169.6 1048 f70.0 050 137.0 1040 155.5 NO 119.9 1049 141.7 048 108,E 11411 i-0 630 95.0 1049 125.5 On 79.9 1049 110.3 020 68.5 1049 118.8 019 59.0 1048 116.9 61B N b 881n 188.8 955 170.0 799 Iwo955 151.3 801 t7B.1 965 1347 708 104.2 D56 121,4 775 92B B65 1129 1. 83.4 955 1044 757 OB,6 955 99.e 740 50.6 065 98.7 718 521 B55 98.7 748 ? (W Tzt rzes so tu.D ea7 1m.o ew fu.e eel 01.5 e03 faL1 e70 eoa eat 91.2 ese TL4 e03 67.e 819 64.2 e03 T0.e 842 63.5 e03 722 e32 45.e 003 69.8 826 Oat 803 �a e27 g a 7ON 1082 72t 114.1 tf10 9t.0 721 97.0 Qi0 78.0 711 e5.1 ODS W3 721 76.5 695 WJ 721 70.1 568 5/.0 72f 05.4 570 15,5 T21 59.4 $e9 39.0 T2f 58.8 5'41 34.1 721 50.1 587 -I 78In 101.0 O61 1064 599 &2 884 89A 587 722 fiB4 70A STB 83,1 644 70.4 667 56.1 6B4 64.4 558 50.5 684 $0.9 551 42.1 684 64.1 541 35.1 ITN 51.3 5M 31.6 SM 50.0 $34 Z � BO NI 65.8 514 07.9 458 54.5 514 57.3 448 47.0 614 50.0 440 MA $14 44.6 433 38.5 514 40.6 427 329 514 37.3 421 T1A 514 37.0 {72 Zi.6 514 30.4 400 20.0 514 20.0 403 Q to Z N 08 In 64,2 452 55.7 404 452 452 47.0 398 38.7 432 40.0 390 33,9 462 36.4 384 30.1 452 3Z9 376 27.1 452 30.J 3T3 22.0 452 28.0 3e6 19.4 452 24.2 369 149 452 22.8 350 IX 10BN 3a1 357 30,9 322 31.7 357 327 317 272 357 20.1 312 23,8 357 25.2 306 21.1 351 227 303 goo I9.0 357 249 29D 16.9 357 18.0 291 13.8 357 16.2 2a1 11.0 357 15.0 283 W N_ _ 1if In 35.1 338 35,6 309 28.2 339 50.1 301 25.0 338 28.1 288 21.9 338 23.1 2B2 10.5 339 20.6 288 17.5 338 /9.0 281 14.6 336 16.5 210 12.6 JJ8 11.0 273 11.0 336 13.6 269 Y 1201n 27.7 289 28.2 203 23.1 2B9 23.7 239 1D.8 2e9 20.3 268 17.3 289 18.1 252 16.4 289 t8.3 249 13.0 2" 14.0 240 11.6 289 f26 210 B.6 28B f1.4 238 e.7 288 1D.1 2J2 () X Q O O TABLE 5B d Z (p to An horCavacity Table libel ANCHOR CAPACITY ADJUSTMENT FORMULA., g m� ANCHOR CAP.,,e,,,,,, subsuata 2.7c Oorcmte 3,R Cane. N[Oosr D4u Feed CMU P7wood metal (DP„�)X( >=ANCHOR CAP.,,, -7 � 6115 E1co V4'SS Et0 NIV Et0 v4'SS Ek0 MOWN m2Stml 1n2Stoe1 MULLION Ancnor typo 91C EIco unrsm v4'Ekovrmcon all6'E1co UBlam vq•pcoUemcon Aygxlator uerazat AggmGdw Scmr(C5)Scme(G5) SCRY!(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorCllp Patterns ul0aw, EOge USWrce pn) t• 2•vr 1• z-vz 3.10 1• 2-vr I• 2-ur r 3t/0' r 0.48- o.6r 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN Embednenl n w'r tal4' I V4• ta74' r 1-114• I-v4• 1-1/4• 1-1/4' law• I-v4• r 1-381 lase• saias ACTUAL PRESSURE REQUIREMENT FOR THE z Arcron®4.75•hen o.c./Staruam oromel cep D1a t) 99D 1<xi ago m 4'A ms ®0 os 1644 ws 270 os 2ao ins 3<,4 ms 7401tn 374 m2 664 ms 9IB ms 341 Ibs 4421ba t3i0 m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArcOas®7.15•Mh O.C./Slatd2N(or 016eI)(]Ip lN6 Z) 40D Ibs 70D Ibs NIA WA NIA NIA 380 . WA WA WA WA WA 5B2ms e95 h1 11271bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arclgrs®3•MN.O.C./ 2t5AnaJ9Crps/(Fig3) 7WID2 7806r, 690 ms 15M as 1596 ms 6f0DS 5B0@s NIA 76MI35 74B tos 880 ttB 1892H1 wibs 685 Af 71201w MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arctem®O.dS•MhO-C./U4:Ip,NIo.175•Alum.lF104) Nlp WA NIA WA NIA NIA WA NIA WA NIA WA JA WA WA 1073 Ds CAPACITY WHICH MAY BE USED TO QUALIFY t Alctorrr (Flg 5) 105 ma 1BS m! 225 Cs 445 ms 822 t8 135fDs 14DF. 177ft a7alts farms 3321D2 473 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Am"®1,18 Mr, -CV 9.6) -240 In 350 ms NIA WA NIA WA 100 Ws NIA WA NIA WA WA SI1 Ds 4{2 es 5506a ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - - - - PRODUCT RGVISED os camplyin6with We Flutdd -- 1-1.000•-1 Building Colo FIGURE 1: FIGURE 2: TABLE NOTES: Ac«glance No(40'0 2)$,03 B ifelimDate Q,021 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. py SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dada pfo&xt - - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE.FIGURE 3,. 3.725' _ _ _ �`� lay,..••••. �� i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��-.•'�IGENSC-•'•,`P - HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 4'•' 74r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -r'; t4G.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •500"CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C - -90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125" L-V THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045•THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 3.125•X.5'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (T VF MULLION) �'•.P OR.Dh•'`�(y • ll II II� THE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 0N A LY{"INIMIL'LE R,P.E. FL P.E.#58705 i TABLE 8A • Mullion Capacity Table[IbsfH) � OpeningWltlth(!Or\erHrallysperWrgm111ons)erOpening Height(forhodmte)y-sperringmmofts) 601n 601n 701n So in 901n tog In 120 in NO In ISO In Recmnguler 7fuMag. RecimWar Rap/Tdang. Ftmfanpdm Tmpnif v' Reetaww 71ap/I mae R%fangufm 7teprmmg. Rectenpter 71epldan0. Reofengufor RapRdang. Rectangdar TmpT&ng. Raefatpdar 7hWfrdam. a ix4X.126 Lcadg Lowing Lmdng Lca4ng Lnedrg Loafing Loddng Loafing Lft Loafing Loafing Lendng Loafing Lo9dng Loafing Loafing Lnadrg Lowing oY $ o Alum.Tube fig, ,^ Mullion � �• 3 �� � � � � � ��• � � d 3�' � 7�1 7�� 13�• � �� � �j � q� � N m � ma o � 42 In 170.0 620 170.0 435 170.0 74{ 170.0 470 170.0 We 170.0 ON170,0 092 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 145.0 1489 170.0 521 127.6 1499 170.0 621 48h 170,0 1 700 170.0 624 170.0 850 170.0 6& 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 877 155-3 1305 170.0 O80 130.3 1303 170.0 680 111.7 1303 170.0 880 97.7 1303 170.0 500 _ 80.825In 170,0 747 170,0 6B3 170.0 598 110,0 W1 170.0 1048 170.0 804 170,0 1195 170.0 72J 15&I 1235 170.0 747 1/0.5 1236 170.0 753 iT7.i 1235 170.0 768 t00A 1218 170.0 788 87.8 1235 170.0 738 .../o' 61h 170,0 797 110.0 812 170.0 958 170,0 881 170.0 1118 170,0 184 161A 1156 170.0 603 1J7.2 1156 170.0 837 123.E 1158 170.0 ON 102.9 1165 170.0 861 48.2 1156 170.0 981 77.2 1156 170.0 861 m O O BDh 170.0 885 170.0 701 168,7 1012 170.0 797 1429 10/2 16f.1 &12 1Z5,1 1012 118.7 BI6 111.2 10/2 136.E fg1 f00A 1042 130.2 791 83A 1042 125.1 782 71.5 f042 125.1 782 62.6 1042 12Q1 782 )'�.. f0 631n 170.0 930 170.0 745 1512 992 f03.6 618 129.6 992 144.4 709 113A 892 73f.0 762 100.8 092 f2lA 769 90.7 992 114.0 768 78.0 992 10&4 748 64.8 992 108.0 744 5D.7 892 108.0 7N F 6g In 165A 947 170.0 769 137.6 947 146.0 788 118.1 047 I3&3 763 103A 947 117.7 752 01.9 047 108.7 738 82.7 947 102.2 7Z1 88.9 047 05.1 713 59.1 047 94.0 711 61.7 047 04.0 711 Z OD 72h 1JS,0 649 1427 737 1132 849 121.6 722 97.0 040 106.0 700 11CS 849 W4 696 7&6 NO 08.7 US 67.0 $49 SZ7 675 58.6 $49 75.3 659 48.5 349 72.5 652 425 Bog 77.4 631 2 LL W Teh 11Q5 782 120.7 665 88.3 792 1V1.8 BSZ 025 702 80.0 810 722 762 80.8 ON e4.2 782 742 620 67.8 7B2 6B2 613 4&1 762 62.8 602 41.3 702 59.9 597 36A 702 59.4 695 =.1 Z E 7Bh 108.9 724 111A 634 89,0 724 94.8 621 78.3 77A 82.9 609 68.6 M/ 71./ 69B SB.4 724 85.1 691 53.4 724 63.4 683 44.6 77A 57.3 S73 382 MI 54.3 ra7 33A 724 63.5 565 Q F J 90 h 89.8 6U 71.6 453 58.0 543 60.7 474 49.7 643 62.8 486 43.5 643 47.1 46B 3&8 641 {2.8 452 34.8 643 39.5 448 29.0 643 34.0 438 24.8 64S 321 130 21.7 543 30.7 428 Z N C 91 h 57.J 470 58,9 4Z7 47.6 176 49.T 418 10.9 /7B 432 412 JS.S 476 35.5 /08 31.6 /76 04.6 1� 26.7 476 320 3% 23,8 /78 28.1 J88 20.5 475 2$.8 350 17.9 47B 24.2 376 N 00�m'CD 1081n 40.3 377 41.1 341 33,5 3T7 34.6 335 28.0 377 30.0 S30 25g3771 US 22/ 3TT 240 i2i 20.1 377 22.0 317 18,5 377 10.0 310 14.4 377 17.1 304N111 h 37.1 S37 37.5 323 309 357 J1.5 lt6 28.6 337 27.8 31 223 209 20.5 357 22.0 305 1&5 357 20.1 301 15A 3ST 17.4 191Y12nO In28.3 308 20.8 2T0 24.5 Soo 26.1 274 21.0 JOB 21.7 270 18 -26-1 18.3 1 308 17.3 1 283 F- 3: lA 1411n 17.0 212 f 22 IN U x a O O Q TABLE 88 O Z m O ANCHOR CAPACITY ADJUSTMETFORMULA:AnchorCe 6cl Tebt6 Ibis ANCHOR CAP.,,„,,,,,subefmte: 27k COmrele 3m Cone. HWoBCMU RWCMU PTWINUMN1612SIed moral (DP)X( )=ANCHOR CAP.,,, 61161 Moo tp•SSEko 5/1WEko IWSSEko IIt08lee1 1 612S1ed MULLIOAnehor Cflp pattome AnclgrTYpe: 311C Eko Nbacan 114'EkoUNmm uman yts•Eko Ulbman 1/4•Eko lg8acon AOgmGelof IAhecon AggmGafm 3craw(05) ) scrm(G6) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Mt ma On7 1• 2-im I• 2-im 3-I/8' 1• 2.1M t• 2.12' 2• 3•U" 2' 0AW 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emisdn6,t(hT f•3N• 1�/4• a314• ta'4• r I-t/4• t-t/4• faro• 1414• 1•f/4' 1-v4• 2• f1w wrka ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ammr9®4.76'MIn.O.C.I Stmdmd orWbel Cep(Fq I62I 390M 3809p 4501bn BBOIbs 18141W 210 f>b280lba 354 ha 7401. 374 DO 664lbs 940 ft 341k9 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhm 02.7S Min.O.C./6landerd(oDtai)GSpffq.3): 700 mr 700An 500f 141016e B521ba WA 5601M wA 630 ks WA OW fba WA 682 ws 1120IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Amhtae®1.15•Mh.O.a/SlaWam(Ofo0se1)cnp(F1g.4k 960 rea We 1bs N/A wA wA WA 7401ba WA WA WA WA wA 1383 Ws 224o orsMULLION.ITWILL YIELDA MINIMUM ANCHOR IAmhsra 03•ANrt O,C./(2)2r5Argk Cops/LFIp.Sk 76o D1 7801bs Beo ors 15BOIDs 18B80xi slo ks 58010s WA 780he 7481b ON fW 1021bs 6829n 11z010e CAPACITY WHICH MAY BE USED TO QUALIFY 6 Awhm QVAQL G.G-/R)2c5 Angle Ups I fla.e): 1170Ib3- 1170Ind I=t- ZMO1ba_ 2U41ba 810 Ibs 8401bs WA 1140lbs 1122m 1320 Ds 28381bs 1022 Im I.. ADDITIONAL ANCHOR OPTIONS FROM THE 1 AmMm Q0.15.MIA O.C./U121p,hto.125•A1um.1Fq.7): Wp WA WA WA WA WA WA WA WA WA WA-' WA -N/A- NIA- 14301Da_ AN CAPACITY TABLE nRDDUCI'REVISED 2 Amhws®2.25'Min.O.CJ F-alp(Fig.Br• 350 fba 3501bs 290 f 705 rw 4791bs WA 2801ba WA 315 be WA 1401W WA 30 ps 41214e 6601be --- -- os compC*I'RF ilir We F14L� -- -"4Amh-01,15•Mh.O.C/F.U1p(Fig.97 480 k9 700 Ws WA WA WA WA 380I08 WA WA WA WA WA 882b BB51W 1120 Poa Building Codc NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. IA00' �+ AcOeptanco No e'218.0 Expimtion Dalo TABLE NOTES: B FIGURE I: FIGURE 2: FIGURE3. FIGURE4: FIGURE& FIGURE 9: ATemi do I'_ _ - -�- - - • _ .._ • •___ -,--• • - • • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25WR INFORMATION ON LOADING.Sff /ir • • - "•- - SHEETS-2-4 FOR GENERA INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. :��•:•''�\CENSF �Q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' =-}:: NO 50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW I�,-� FIGURE 6: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _0:•�, ! fl 6 L�� • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126" ���x,•' a• P•,.'' C'•., LORID, • • SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL ���S \r?: ( ) AND A36.ALL ANCSTUDS TO BEA IHORSM TO METALE 33 SHALL EXTEND AT LEAST 3)SCRESTRUCTURAL HREADS BEYOND THE MATERIAL#10I8K -" �r/"N' ILLV`�` ANGLE CLIP FIGURES 668 MUST BE USED IN PAIRS. I 1� #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1•X 4•X.126" A.LYNN #587,P.E. MULLION FL P.E.#58705 i TABLE 7A ® � - Mullion Capacity Table bsin! Opening Width(foreerticaly-spotting mMliols)orOponing Height(for hodmnle"penni g mtlHons) � t< 501n 60 in TO In 8o In 901n 100 In 1201. 1401n 160In p 1 x4x.376 Recter�dM 7m1✓rdenp. Rananadu 7npM nx Rectangder 7up7dend. Reeutp8m T}ap/rdanp. Recfanpdar TPoPrINarp• Reetsn9ular 7rep7dan9. Reds War Tm;,Man9. Reot*Wm Re1V1HaM Reclat9aler 7mWrderg. a t Alum.Tube Loa°a Loeang L.".9 Loeang Lwang Lwdng Loadna lneanB Ieean/ Laoan9 toeang Lotting Loadn/ Loodn9 LOOMI; Loean9 Loading Loaam Nor &^T _ _ r r^ r a^ _ 11 _ $a _ S' It CQ 2 1 fll, 1 1 o 421- 17O.Oj 820 1170.0 435 170.9 744 1170.0 476 170.0 W8 1170.0 603 1170.0 992 1170.0 610 1170.0 11151 170.0 621 170.0 1240 1170.0 521 170.0 1408 170.0 021 170.0 1735 170.0 621 170.0 1903 170.0 521 Nln 170.0 700 170.0 62{ 170.0 050 170.0 68/ 170.0 9B2 170.0 8:f0 170.0 1133 170.0 at 170.0 1275 170.0 077 170.0 1417 170.0 Sen 170.0 1700 170.0 080 170.0 1983 170.0 ON 151.8 2024 170.0 630 J W W.6251. 170.0 T17 170.0 603 170.0 Bee 1T0.0 831 170.0 1018 170,0 684 170.0 1185 170.0 723 170.0 f343 f70.0 747 170.0 1494 f7U.0 758 170.0 1793 170.0 750 Hai) 1919 I"a 750 138.5 IBIS 170.0 756 o 541. 170.0 797 170.0 612 I70.0 958 170.0 691 170.0 111$ 170.0 764 170.0 1275 170.0 803 170.0 1431 170.0 837 170.0 15M 170.0 066 159.9 1709 170.0 881 1JT.1 I7B8 170.0 881 120.0 17BB 170.0 681 LU O O BON 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 008 155.E 1019 170.0 1033 129.6 1619 170.0 1063 111.0 111% 170.0 1083 9b2 1619 170.0 1083 U) J 831n 170.0 970 170.0 745 170.0 1118 170.0 850 170A 1J02 170,0 940 17AO 1498 170.0 1013 16D.7 1642 170.0 1070 141.0 1642 VD.0 1122 117.5 1642 10&5 116B 100.7 1642 167.0 1157 08.1 t642 1e7.9 1157 601n 170.0 974 170.0 789 1TDo 1169 170.0 903 170.0 1384 170.0 1002 100.8 1472 t70.O ION 142.8 1472 165.8 1148 128.5 1472 158.6 1130 107.1 1472 147.5 1100 91.5 1472 I40.0 1104 B0,3 1472 146.0 1104 Z Z 72 in 170.0 1063 170.0 $70[48.0 1275 170.0 1009 150.a 1320 166-2 1101 13ZO 1320 149.9 1082 117.3 1320 137.6 1056 f05.8 1320 128.8 1049 80.0 1320 111.0 1024 76.4 1320 112.8 1013 68.0 IM) 112.5 1012 � W S J 781n 170.0 1122 170.0 937 1104 159.4 t013 1202 1184 IJ9.8 B91 1122 1101 175.7 876 99.7 1164 115.3 984 89.8 1184 101.E BS2 74.8 1184 97.8 935 84.1 11N 9J.1 827 541 1I84 B23 925 rn 36 Z $ 78In 1661 1124 170.0 987 1124 147.0 965 118.0 1124 120.8 947 1038 1124 115.0 W1 92.3 1124 INA 918 030 1124 98.5 BOB 49.2 1124 69.0 090 59.3 1124 04.3 681 51.9 1124 43.2 578 Q N O aIn toe.1 BN 111.5 760 844 94.3 738 77.2 044 02,4 724 87A 8N 73.3 712 60.1 BN 66.5 702 6/.0 6N 81.4 893 45.0 6" 642 0T6 30.8 ON 60.0 6B6 33.8 6N q.7 662 Q Z _ Win 09.1 712 91.6 663 742 77.2 852 80.8 742 61.2 541 6S.7 742 69.8 631 49.5 742 64.1 M 44.5 742 49.8 614 37.1 742 43.6 600 31.0 742 39.5 590 27.0 742 3T6 581 I- 0.7 O p0 10B In 826 688 83.9 530 608 53.6 521 N.7 608 48.8 6t3 39•1 586 41.4 5V25.3 37.3 498 31.3 580 -.2 482 18.1 650 29.8 /61 22.3 SB6 20,8 472 19.5 5W 24.7 468 N In o 111 i1 57d 533 60.0 503 555 49.6 495 It2 655 i2.9 NI SBA 655 36.0 I 34.2 177 20.8 Ii33 J1.3 481 21.0 556 27.1 457 20.0 355 21.J MD 18.0 355 22.4 {42LU � �[ _ 1201n 448 47S 48.4 473 78.0 475 79.0 428 32A 475 J7.7 420 2D.5 i15 Z9A 4 ffi6 409 220 475 24.5 404 19.0 475 21.1 ]85 18.7 475 10.7 357 14.3144 in 28A 330 28.7 305 220 3J0 224 301 10.9 J30 19.3 287 185 S3D 17.0 2 d x 'O TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anehor Capacity Table b/ ANCHORCAP.,m!: 50591mfe; 27kConcrele 3.51rCoao. HDIOWCMU F•edCMU PT%Vaed Melat (DP„")X( >=ANCHOR CAP.,,, 6I18`E110 IICSSEko 5118•Elcb 1/4'68Eko 0109ted /1201eei /128ted MUWONCAP.,,„,,,,,, Anchor ClipPattem9 Arw00rType. L78'EkoUlilecon 1/4•Ekounrecon UUx, 311VEkoUlt-W 1f4•Ekounrman A41preGatm Unmeon AgweCeIar Samw(o5)SenwtG5) semw(0) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo.U4sum.ori) r I 2-ire I I- 2-fir 3.11W 1• 2-Vr 1• 1 2-Ur r 3410' r 0,4e` 0.54• 0.321• CAPACITY REQUIRED"CORRESPONDINGTOAN Embednerd I.).* I-XV NIP t v4• 1d14• r t-W 1-tN• 1-114• 1-I4' 1-11P 1.114• r I-we 1.YD• tedea ACTUAL PRESSURE REQUIREMENT FOR THE 9p 4F 2 Aoottem®4.759 Min.o,G.I stsndan!or..I Clp.ta2t 390 m3 390163 450Ib Sao IDS 16441Ds 270Its 200 ma 354 ma 740 m3 374 m4 W4 On; 946 M. 3411bs 4421b3 5BO m3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ax)wmf$z2s•Met.o.c.rslandadlaoase0alp(Fp.3): 700ros lama 6801. 1410lb3 952m3 WA 560lbs WA 0"Ibs WA eplw WA 682Ms 865mc 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED BAncbo 0I-IV Min.O.C.1Stendad(01Ot43e8 CUP(Fig.41: NOW 1411101ba WA WA WA WA 76011)s WA WA WA WA WA 1383m3 meets 2240On MULLION.IT WILL YIELD A M INIMUM ANCHOR 4 Andras®3'Min.o.c./f2)2e5 An94e ap51(Fg.5): 780 ms 7a R. 880 bs 1560lbs 1696 m3 540 Ib3 5601ba WA 760 P. 74911a Beo Ibe i0921ba 6021et 6851ba 1i20 ms CAPACITY WHICH MAY BE USED TO QUALIFY - -- ---eAnchoreOJ•MinO.C:Il2)215AnpkGlpsl(Flp.aT_m011u tt7olm_ ta2o.ms_-234o1M _2844w3 BIOns BNrb3 WA 1t4olbs ft22m3 t320me 28JBIbe fO22ma 13271De 18albs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arabal®OAS'Min.O.C./ULTip,Irdo•125•Mmn.(Fig.7): WA WA WA WA WA WA WA WA WA WA -WA- WA- N0\--NIA - -1430 N7 __ANCHOR CAPACITY-TABLE. 2 Anthaa®2,25`MN.O.CJ FLIip(Fq.B7 350m3 --Fs01b3 2aM 705 m3 4701bs NIA 280lbs WA 315 @e WA 4101bt WA J41 Iw N216e 6601tp - PRODUCT)26VISED _ m complying with dm Florida --4 Anch9n®1.15•Mh O.CJF-Gip Fp.By I50bs 7a ma WA WA WA WA 3BO!be WA WA WA WA WA 0820u M51M 11201be BWlding Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.OBY f•-- --j 1.000" f-- AaeeplenceNo2� B4pialDatcTtTABLE NOTES:FIGURE 1• FIGURE 2: FIGURE 3: FIGURE4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION Mo Product • • - - - • •_ _ _ _• •__- - - • - - -• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4 4 t l I I I) • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE-----' - - --- R.X 1.YNN3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00T 4.000"SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.FIGURE 5: FIGURE6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND j• n 6LUGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE6063-TS AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' 375" 5 THICK(18GAUGE)•STRUCTURALSTEELTOBEATLEAST.125'THICKANDA38.ALLANCHORS ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10IL#12 1•X4'X.375' 1 A.'yN IMIL_tk P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '7'-MULLION MULLION FL P.E.#58705 TABLE M a Muluon CapacIty Table melftz + Opening WWth(far VetdeaIVIIpeMng niumons)or0penln8 HeI8M(forhorlmdely-speming mtAlons) 501n 60 in 701n BO In eO In 1001n 1201n 1401n 160 in 1.16"% m Trepldarrg. Reetmgi4ar Trep .rw. R4eleo9w., 7ropm I)- R-1-pinr 1100)I ng, ReGmgr4er 7mpMarg. Relswar Tla M-,w. Rectargoler Trap/78ang, RoetenBWer Trapfmng. Rectuviar Thpllfen& 3.18W'% Lmdng Loading Loading Lowing Loafing Loadn9 Loading Loadng Loafing Loadnp Loedrg Loadng Loafing Loading Loadng Lowing loadrm Loading ox u w Tub Mul ' if " ) Tw, 421n 1740 620 170.0 435 170.0 744 170.0 478 170.0 586 170,0 508 170.0 M 170.0 310 170.0 1116 170.0 5T1 170,0 1?A0 170.0 52f 170.0 148D 170.0 621 170.0 1735 170.0 621 161.E 1788 t70,0 S21 u1 48N 17UJ 0.0 7D8 A0.0 $24 I70,0 850 170.0 664 1T0.0 992 f70.0 B]0 170.0 1137 1T0.0 661 170.0 1.. 170.0 677 170.0 1417 170.0 850 154.E 1640 170.0 690 MT 1548 170.0 660 118.1 1646 170.0 $80 39.826N 170.0 747 170,D 6B3 170.0 5B8 170.0 0.11 17D.0 1D18 170.0 65{ 170.D 1185 /70.0 72] 170.0 1346 170.0 747 187,0 14M 170.0 758 1392 14M 170.0 758 119.3 1498 170M 758 1D4,4 1468 170.0 758 641n 170.0 797 170.0 912 170.0 956 170.0 691 170.0 117g 170.0 761 170.0 iT/5 I70.0 60.T 183.1 1576 170.0 837 1/6,8 1378 170.0 ass 122.3 1378 t70.0 861 104.8 1376 170.0 861 913 1378 170.0 Bel m p 60In f70.0 885 170,0 701 170.0 t0B3 170.0 7W 1Sg.8 1158 1T0.0 870 139.0 1158 107.4 030 123.6 1158 158,0 919 111.2 1155 150.0 012 82.7 1156 14l.5 g05 79A ItSS 1M.8 905 89.5 1155 114A goy L) 70 J 63111 170.0 930 170.0 745 100.1 1051 170.0 850 1372 1051 155.0 582 120.1 1051 1420 $45 108.7 to51 132.3 837 98.1 f051 125.7 SW eo.1 1051 119.5 622 68.6 1051 110.1 521 60.0 1051 119.1 M 'J 7 85In 187.1 957 170.0 780 139.3 957 161.8 506 119.4 057 134,0 780 104.4 857 121.8 T17 02.5 957 112.8 787 63.8 957 tOBA 759 69A 837 100.0 760 60.7 957 859 74S 622 957 95.9 745 Z J 1 72In 126.7 8D1 135.2 8g8 107.3 50/ 1152 6M 91.9 1 604 101.3 671 80.4 604 81.4 660 713 1 Sol U-1 050 64.4 6% 70.8 843 63.0 504 1 72.3 833 48.0 604 69.0 US 402 504 69.6 625 5 761n 109.41 722 I 114.4 808 6g.1 72 77598 e052 70.3 6 61.7 72 85.6 5 45.8 2 . . 2 . 2 . . . 63. c� Z st IN 781n 101.2 685 105.E 600 84A 885 89.6 555 72.3 MS 76.6 577 63,3 605 70.5 588 562 685 84.5 560It2 1 653 42.2 ON 54.3 643 36.2 685 81A 537 31.0 685 50.7 636 90 to 65.9 515 68.0 457 SI.B 6/5 67S 449 41.1 515 50.1 441 412 S15 44-T 434 36A 515 40.6 426 422 21.8615 33.1 413 23.5 516 30A 407 20.8 518 28.1 401NX Z881n 61.3 453 55,6 404 45.7 467 47.1 397 38.6 453 41.0 301 33A 453 36.4 385 30.2 453 33.0 370 374 278 453 26.6 = 19A 453 24.3 360 17.0 453 22.9 356 0000108N SB.1 356 30.0 32] 3fA 36S 32.8 315 2T.2 358 28A 313 23.6 353 252 308 212 355 22.7 304 3m 15.0 3" 18.0 213III h 35.7 338 358 308 co 20.3 J36 30.1 301 25.1 338 28.1 2g7 22.0 335 23.2 29] t9.5 3" 20.0 2 991 265 fLU r x 120N T7.8 290 28.3 284 23.2 200 23.8 260 19.9 29D 2D.6 250 17.1 29D 152 253 15A 2B0 18,! ]4g U N Q O O 144 N 18.1 201 18.3 106 TABLE 8B Z m� Anch0 eU Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA:ANCHORCAP.,,�,,,a,SUelrrdle; 2.71(LbrclNe 35kCOM. Hallow CJ.IU (op-) •� � raedcLlu pris Mtltl X )=ANCHOR CAP.,,, til"J'o V4•SS Eko 6/1S Elto 114•SSEIco 870SIedel 412 Simi MULLION CAP.,,o,,,„, MehorC9p Pelfem6 � ffi1C Eleo unrdem U4•EkoUNaem UBrccon ylB'oco Ullrmm 114'EkoUllydem Aggre0ator uttrdcm AgreGalm Scaw(W) 5) scmw05) USE THIS FORMULA TO OBTAIN THE•ANCHOR EOge l2stame On) 1• 2.1/2• t• 2•flz 3.11g• 1• 2-vz r 2-11r z 34nr 2• 0,w• OM4• CAPACITY REQUIRED'CORRESPONDING TO AN Oalednad n 1aM• Is�4• tsa• 2• f•v4• laic 1•Nd• 1 V. 1-1N• 1414• 2 fea• 131e3 ACTUAL PRESSURE REQUIREMENT FOR THE zAncMn®a7aMno.c.Isleroadmolelcop(Rgt) 3BDua 39oloa 4vles goon 16410» T7aBs ego Rs 351t5s 740tn 3J419s fi611ee 946ba 3/11x �Dtea OPENING,WHENRISLOWERTHANTHEMULLION 4 Arclwrs®1.15•Mgc 0.0.19Ia1mld(m 1716e0C9p(Flg$ deD M 70D Ws WA WA NIA NIA US m NIA WA WA WA WA 6628Ma 1120 t o CAPACITY(FROM THE TABLE)OF THE SELECTED ""IiDrs 403'MYr.O.C.1(2)2(5 Angle C101(Rg 31 MGM 780 ft. 66o Ns 1560Its 1899ms 5401es 66018 N/A 760lbs 74B b4 88D Ms 19929. 682D5s 1120 t5s MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcro9®0.45•MIn.O.C.IUCBp,Info.126•AMn.(Fig d) NIA W_ NIA WA N/A WA WA NIA WA WA WA WA NIA143D®s CAPACITY WHICH MAY BE USED TO QUALIFY -- - tgrctw/F4:lp(Rg5)-t96a9--tcaloa--22s1os 445ros-_gaztot _13510s1401es mros 37o15a iB7m3 3321hs g30t nofoss 2801m ADDTTIONALANCHOROPTIONSFROMTHE 2An[foe®1.1s'MIrt OCJFL7 01g 6y 2a1 BM 3W pq NIA WA WA WA iWA WA 3411D3f--56D tas ANCHOR CAPACITY TABLE.--__- - FROD,l1CT-R6VISGD - NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. on cempl7LnREVIg with Ib FItl4iid FIGURE I: FIGURE 2: Uuilding Code Lrp-d . . • TABLE NOTES: f--1.250'•�-I Acocplonca No Z)6.O3 • Ex�5'ma-=M n 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION. ByON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mia ho / FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ____ _ _ _ _ y ��0`a.( LYNN hjviC,/��'i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.1 awr � .��`.•• JCENSF •. 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. _ M0.68705 265' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,O• ' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-F(LLEO CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �'h D �� :•l BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ' '� !cC ORtDI',`.•' .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL 1.2V X 3.18W X.265"MULLION • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1.1/4•VF MULLION) r! N10 8#12 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S.OR 410 S.S. A.LY/NN•A41LL Ft,P.E. FL P.E.N 58705 TABLE 9A Mullion Ca aohy Table((be#t7J Opening Width(Iorveraoally�spannl mullions)orOpeninp Height(for horizontally-spanning rnl47orr) 50 in 60In 701, Sol. BO In t001n 120in t/01n I60In LL 1.26X9.26 RoclurpNI TapRdenO Rfatenpdar Tnnwd-w Reetenguty Raprildeng. Rmtnnpubr Tmp'7M,q. Rnel4lguler Tnp77Mng. Reobnpubr TraplWan9, Roclenydm Tnprildug. R.Mnlfubr Ta C O X.100 LoWhg Laedn9 lofdrw 1padn9 IOeakg Lofdnp La4dnp LoWft L"dn' LeadnP Loeeeg 1.oed'oq Lowing L.oed'n9 Lowig to 4d RUosdn94r TLadna pp 4. Aline Tube .^ 6Y Mullion N 42In 170.0 820 170,0 435 170.0 744 170.0 478 170.0 808 170.0 We 170.0 992 170.0 519 170.0 1118 170.0 521 153.3 ilia 170.0 621 127,7 1115 170.0 621 INA 1118 170.0 52t 95.6 1118 170.0 521 z (- 45In 1TO10 TOB Hot) 624 170.0 W 170.0 SU 10T.8 ON IM-0 630 148.7 078 f70.0 86f f30.4 978 170.0 a" 117.3 978 170.0 OW07.8 978 170.0 680 83.8 Ina 170.0 SAD 733 878 f70.0 BBO J W 50.625 In 170.0 T47 170.0 ON 110.0 BBB 170.0 631 150.7 921 110.0 664 131.9 927 166.5 708 117.2 927 IMI 6'99 105.E 921 150.3 698 87.9 027 158.3 695 75A 927 158.3 695 65.9' 927 1583 895 a 6/N 170.0 707 1170.0 812 161.5 669 170.0 691 132.6 069 153.9 581 115.0 069 141.6 869 103.0 an 134.0 660 92.7 669 120.8 OU 77,3 an 120.8 652 68.2 869 12S.a 052 57.9 990 123.6 652U. 50 In 143.2 748 163.0 634 118,4 745 132.3 620 102.3 740 117.6 605 89.5 748 107.0 19, 79.5 148 101.0 692 71.6 746 06.8 697 59.7 746 933 583 81.2 746 93.3 S63 44.6 740 B13 583 m C> O (� m 63 N 123.1 077 132.0 679 103.1 877 113.2 SW 60.4 677 100.4 555 77.3 677 91.4 a/B 68.7 077 85.2 539 61-9 077 81,0 634 51.0 077 77.0 628 44.2 677 78.7 529 30.7 SIT 76.7 529 F_ U � J 68N 101-8 817 f14.1 930 89.7 817 97.6 519 78.9 Of? 48.3 !OD 67.3 617 78.3 500 59.8 817 12.8 494 63.8 817 68.7 40 44.8 817 $4.4 483 38.1 817 e3.7 IB2 J38 817 837 407 j a 72N 82.8 610 87.1 460 a9.1 Sill T4,2 4/0 59.2 61B 65.2 432 51.8 510 NA 425 40.1 518 642 410 41A 518 5D,7 414 34.5 618 W1640 St& 45.0 405 25.9 618 45.0 405 Z in 70 N 70.6 405 73.7 400 Sa.7 485 826 388 50.3 40S 61.9 300 44.1 485 49.4 3H 39.2 485 45.3 378 35.2 465 422 374 29.4 405 465 36.5 384 22.0 465 30.2 3W3 J j°$�j lL 761n 65.2 441 B80 367 64.3 4N 57.7 37a 48.a 441 60.a 372 40.8 441 45.4 388 3SA NI 41.6 380 32.6 441 38.7 356 27.2 441 441 33.1 348 20.4 441 327 345 J U Z Soh 42.4 332 43.a 2eS 35.4 332 37.0 209 303 332 32.3 284 20.5 332 28.6 28D 23.8 332 26.1 278 21.2 332 24.1 .2T2 17.7 332 332 19.8 261 13.3 332 187 260 H 00 BBN 35.0 29f 3l.9 2B0 281 20t 303 258 2b.0 2Bf 28A 267 11.0 ?01 T3.5 24B IPA 2Bf 2L3 241 17.b 2Bf 18.5 24f /4.B ?9f 291 15.8 131 Z r" a N O 106 N 24.6 230 281 20B gas 730 27.1 205 17.5 2M 18.3 201 15.4 "1 16.2 151 a �(g-Z III In 22B 218 101 197 180 21B IBA 1B1 18.2 21B 10.a till 14.1 218 14.9 ills 4n to ft �� 120 in 17.9 187 18.2 170 14,9 787 163 197 UJ ,b _ 10 x (D X Y Y 1 N U) V N a O O Z TABLE 9B � gp p � AnehorCe Bcl Table ba - ANCHOR CAPACITY ADJUSTMENT FORMULA: � � 8lpslmle: 2-1kConcrete 3.5%Caw.I HollowCMU FBled= PTWcod Meta( (bPu,)X(ANCHORCAP.",,,,,,•)_ANCHORC.AP.,"" af8•Eleo 1l4"SB Elm SfUr Elm 1/4188Eko #108tee1 #1281"1 #128ted MULLION CAP.,,w,,,,,,// AnehorCOpPatf9ma NcMTypo, 31f8'EIcOUnrecon 1l4•EkoUIUOoon 37fB'EkoUawcm 1r4•Elcpunnuon A99re0a1a UIUMM A90•eGalcr Borew(G5)Scmw((35) Scam(GS) USE THIS FORMULA T0 OBTAIN THE'ANCHOR Eye Ohlace pnk t" I 2.112• 1" 2-1/r 3-11V 1• 241r 1• 2-17r r 3417 r 0.481 0.54• 0.3241 CAPACITY REQUIRED"CORRESPONDING TOAN EmbMroml(tn f-d/4• 1S'4• 144• I V4• r 1-1141 1-114' f-7r4' 1.1/4' 1-114" 1.114• r I-WB• I-W woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arch=Q4.X1 Min,O.C. Stwd3rd a 0ssef COO(Fig.tk 39D D6 390Ibs 450 P. 8901bs 1&4iha 270 Re 260Ibf 354lbs 7401be 3741DS fie?PA 9401bs 341 Me 4421bs 66069 OPENING,WHEN IT IS LOWER THAN THE MULLION 4An40a4 Q t-t5•Mh a /Swonl(a O0se0 C17(Flu.2) 48D R. 700lbs NIA WA NIA WA 3801bs WA NIA WA WA WA 6021M 885Ibs 1120 Es CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Alchaa®3•Mu.0.0.1(2)245 Angle clips I(Fig.31 ;SD 2f 78D lb, 08D Bm 15M Ibf ISM W9 540 fire 56D tbs WA 7801bs 746 Its Sell IW t0B2Its 682®f 685 PA 11201ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arc1wr9W0.54'MIn.O.C.I U421p,kdo.1001 Akan.(Fig.4) WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 950b CAPACITY WHICH MAYBE USED TO QUALIFY ---- ---- t Mctwrl FLRp(Flp,5k-195 2e_ IBS Ibe__223_Ilw M5Ibf 6121m 135Im 140 Na 1771M 370Im 1B7 N6 332 lb. 473lb. 170Im n110s 280Ills ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchore 1.15•M2LO.CJFC1q(Flp.01 240 Df 3501hs WA WA WA WA 100 toe WA NIA-- WA -WA- -WA -311•Bf 4421Df---5BOR -ANCHOR CAPACITY TABLE. PRODUCr REVISED u complying with ttw Fltxidi- -- FIGURE 1: FIGURE 2: Accept Rwm Too IFi'CR16.Oj • • • • TABLE NOTES: 1,250' Lrxp�DMle4jZ10'21)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION yON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS• ,II 2)LINEAR INTERPOLATION BETWEEN MULL-LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \\`\�\ONy t,YNM ;/���/�' - -- --- - --- FIGURE3: ' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260 `a�.•'�\GCNS f ` 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. `7; NO 68705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100• - y�GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -•0 •, FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATF�YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %'� S'A 1:r 1` 6063-T5ANDBEAMINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND C • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.725'THICK AND A36.ALL ANCHORS INTO METAL SHAH EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.25'X.100' ��/ �+ #10 ANCHORS INTO WOOD MAY BE STEEL, S.S. R410 S.S. MULLION /7S'1UN;�t- • A.bNNMILI-ek, E. FL P.E.#58705 i TABLE 10A - Mullen Capacity Table pb%M 74 e p Opening Width(lorvedicaly-sp inning muliols)orOpening Height(forhorizonla"penning mflriDls) SD In 60In 701. so in "in 1 100In 1 120n 14aIn Icon o Racta�gWar Trafa•Ria,g. Recta a Tn Ten Rattan prrd ng. arguW T PTOng. RIM-oar Trapfrdang. Rwnmury TrapTdmp. Rectangular TMyR4% Ractan0,der TMpTdang. R4Nugdar 7rapmiang. 6x 4 126 N 326 "PW r p n9- 9' Trs a Rect d x-67A Loe4ing Loed'og loadn9 Load'np L�adkV L-Ig loafing Loading Loedhg Loading Loading Loafing Loadma .Loading load'rq LOa69 Loafing Loafing Al be Mulll n •� .. '§• � H �.. � �,. •E ,. F •B .. -E 'S �u., 5 �� 5u�.. �� A 3 �� �S �� $� $ $� ae §� $ �� a S� 9 $ $o $ �� a fi+ $ It � It § $� C, is 8d 8� a' 8d o� $ �$ � $d �� fd 8A fired 8a i� �d iB �d iB $a $ �d € �a $B 8�C a'� �8 Z VI 421- 170-01 620 170.0 435 170.0 744 170.0 478 1110.01 US 170.0 5a6 170.0 1 992 1 V0.0 519 170.0 1116 1T0.0 521 170.0 124D 110.0 621 IT0.0 1186 170.0 521 170.D 1735 170.0 521 170.0 1983 f70.0 521 J W 401n 170.0 708 170.0 624 170.0 S50 170.0 661 vo.0 992 170.0 630 170.0 1133 170.0 661 110.0 1775 170.0 677 170.0 U17 90A 6B0 f10.0 1100 170.0 68D 169.7 1979 170.0 680 14&6 1979 1T0.0 680 SO.E75 in 170.0 N7 170.9 563 170.D 896 170.0 631 17D.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 17C.0 1793 170.0 766 152-S 1W7 170.0 756 133.5 1677 170.0 766 L 511n 170.0 797 170.0 612 1".0 956 170.0 691 170.0 1116 170.0 764 170.0 1216 170.0 603 170.0 U34 170.0 837 170.0 1694 1T0.0 SSG 166.4 1769 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 961 W CD m QIn 110.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 I70.0 01a 1TO.0 1417 170.0 944 161.1 MI 170.0 996 145A 1111 110.1 1131 120.E 1111 170.0 1053 103.6 1611 170.0 1D63 90.6 1611 V0.0 1063 7 U 1p J 631n 170.0 930 IWO 74S 170.0 Me 170.0 060 170.0 1302 110.0 940 166.i 1310 170.0 1015 139.2 1370 170.0 1076 125.3 1310 164.0 1082 704A 1370 165.9 1072 89.5 137D 1%3 10T0 783 1370 155.3 1070 p 6610 170.0 974 170.0 789 170.0 1169 170.0 903 155.E INS 170.0 1002 1362 1240 168.6 1D13 VIA 1248 141.1 1000 1CBS 1248 139.0 909 90.5 1248 130.4 970 77.8 INS 129.0 975 6&1 1745 129.0 975 72 in 1678 td4 77C.0 B78 139.9 1049 t50.2 892 119.9 10d9 132.1 675 f04.9 f049 119.1 060 932 f019 f09.7 448 83.9 foo f027 630 69.9 t0/9 94.3 83 59.9 1949 91-2 820 62A 1049 91A SW z J g� Z 0 76 in 112.7*1649...ji B22 119.! 911 126.8 605 101.9 941 111.2 791 032 941 100.0 777 79.] 94f 91.7 766 7/A 911 855 T57 59.5 94f 77.6. 7N 61.0 9d1 71A 777 14.6 9/1 77.3 730 5 Z 78 in 132.0 783 110.0 894 11B.9 767 943 094 102A 753 82.5 194 91.2 740 /3.3 894 84.1 730 68.0 PA 783 121 65.0 B94 M.7 707 47.1 ON 67.0 701 41.] 891 66.1 69890In 95.9 596 71.6 671 T1.9 515 ifA 671 65.3 WS 53.7 671 5&2 566 47.7 671 SZ9 658 13.0 671 48.5 551 35.8 671 43A 639 30.1 671 393 531 21.9 671 37.9 626 Z � Q � a 961n 70.8 590 72.8 621 69,0 590 61.4 510 50.6 590 S3.4 509 44.3 590 47.5 902 39.3 590 47.0 494 35.4 590 39.6 488 29.5 690 31.7 4T7 25.3 590 31.6 469 2LI 590 29.4 464 Z X.Wz 103In 49.7 466 60.8 421 41A 466 00 Ue 4B 3S.6 466 37.1 400 31.1 466 3.9 102 27.6 456 29.7 396 24,1 4", n,I 391 20.7 466 23.5 7Q2 Mil /66 V.2 775 15.6 466 19.6 AO 4n Lo e ms 1111n 45.6 4d1 46.7 400 702 141 79.3 393 72.7 441 U.1 38T 2&6 111 70.2 7B2 26A 491 2T2 ]76 22.9 Ilt 2d9 ]T1 19.1 411 21.6 363 16A 141 f9.3 356 1/.7 M7 17.8 751 N 1 m 1201n 7&3 375 36.9 U4 30,2 378 31.0 339 25.9 370 2&8 314 72.7 378 23.7 329 20.f 3T5 21.7 726 fe.t J7B 19.5 >at 15.1 J7a 16.7 ]N X tdl in 2f.0 262 21.2 242 17,6 T62 11.e 239 15.0 262 15.3 276 U ci Q 30 : <) TABLE 10B IL z�O sU) AnchorcePadly Table pbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: $- �m� st"trata ZAConcrete 35NCooc. HmoacMu F1100CMu PTwood Melal (Dpa)X(ANCHORCAP.,„„ea1,ANCHORCAP.,,a N16•Elce V4'SSFAo 6r16•Efco Ile SS Elco NIGSIed 012S)eN #12 Strcl `MULLION AnchorCllp Patterns ;E1. nn D11C EI4o Bltam v4'EkoUAracon 68Mcon 8/fi7 Eico UArdcm 1/4•EkoUIlMcon Aggregator US.. AggreOdar ecnw(G6)Saar(G5) sam m USE THIS FORMULA TO OBTAIN THE'ANCHOR larce pn1 1• 2-vr 1• 2-u2- 31r6' 1• 2vz 1• 2-uz' 2• 3-Iff 2 OAS- 0.5r 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN nent n Iafd• 14ir4• 1ar4• 1af4• 2• 1-v4• 1-v4• 1.1N• t-v4' 1.1141 1-Tf4• 2 taro• tali• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2arcrorsd➢4.7s Min O.C.r slmua �4T1g 1) s90m1 320lbe I &EDms 090 Me 1644 lbs ZIOm 1 28-0 3516n 740Me 374Me WAMS 946 gs 341Me 442[be 560Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4AmbmQ 7.15-MIn O.G/Sta10aN(arOteel)cNpp9g al 4Wts 70D&e NIA WA NIA NIA I 38D Re NIA WA NA WA WA 682A1 BIBS 112DW CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM- SMIn.O.C.1Tg215AngleC-1(RgS) 7BOm 760m 600m 15BOm 1B06ms s4om ltalte NIA 1601hs 745em 86D1M 1692m 60zm elsws 1f20m MULLION.IT WILL YIELD AMWIMUMANCHOR 3ArcroM®0.54•MIn.O,C_/Dcxµ 7nto.7oa ANm.(Fg 4) Nu WA "IA Win WA WA WA WA WA NA WA WA WA WA 050m CAPACITY WHICH MAY BE USED TO QUALIFY 1Arcror1F 415m_ insW Ds vom zztla 26oas ADDITIONAL ANCHOR OPTIONS _FROM THE -C1 g WA A 341 442 ANCHOR CAPACITY 'T REVISED ` A Im 2AnchoR Ql.1s'MIrt O.CJ F HA PRD7U -- w complyingwith file 117106b. - - FIGURE 1: Building Code FIGURE 2: ce No TABLE NOTES: 1.250' EriAccn lon Date 021 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By _ ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. mi.Dodo F 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS-AND/OR OPENING WIDTHS IS ALLOWABLE (fin ,�� pl>��• ,1q FIGURE - - - -- - - `• 0_,......., •• 3: �i ANGLE 3)MULLION AND MULLION CUPS 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 BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, F• Plo,58705 �• IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND G• �4p- / L1: FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .--0•• p ,b 111 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 624' '•y) 1 m 6063-TS AND BE A MINIMUM OF.1o0'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �'U C'•,.r(ORtOF`•-• (tip-; • . .045•THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A30.ALL �,Q�' •• ...... ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 326'X.624' 1 : �.`� #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.6441MILI&R,P.E. FL P.E.#58705 - l TABLE 77A r - Mullion Capacity Table pbegt7) ® pl Opening Width(rorvedlcefysparBdn 1 m illons)orOpentng Height(for hoNzoria"penrdng mU6ors) M 7^4 Soh 60in 70h 80 in 90 in 1 100 in I 120 in 140 in 160in o 126x324 RmloWdar Trap'Tring. RedereAw Tmplydanp. Red.#War Tnp7dmg. Reclargwer 7npr7dang. Roos,.hi 7a dae. Rec1 war Tw d Loading Lcadhg Lnedig Loadhp Loading Laa Load Loud L.-ft D1l B an8 .MLV Aedngofu 7npr7dnig. Red.d,.,g iWlYr&V Recla,gp 71LoWINB. u 1qq= x.024 d^B a8 ig deq La°dnp Loedrlg laadh0 Inadag Laadmp laed'ug Loedap Laadnp Loe4ing sY U Al..Tub° i .e >; _ € ',. >; •§'.. �' z,. .� •a"".. s $ E.. 4 IT., €_ Mutllon g a s 4� �� �• a� a e2 $ Sg 1L e� a F€ es "� �€ s ��. 61 A, �� a ��. a� s€ a � u u uv�• u u. � u its u v ila u ugg o u' ug _ u P 5§ 3 5$ s� y'� s £'u S•.t fi•d. g, 5� r9 'xs'� $ 5 , t$ a 5•O $, a g'� f0 �� �a � �. ., .2�a � �a �z .2.9 1 3 &a I� �aa x- �a oUI 421n 110.0 6M 170.0 435 170.0 744 V0.0 478 17D.0 %B 110.0 606 170.0 992 170.0 619 170.0 111E 170.0 521 170,0 12/0 170-0 621 170.0 148E 170.0 521 170.0 1735 170-0 521 170.0 1983 170.0 621 48In 110.0 70B 170.0 524 1T0.0 BSO Z. 584 VD.0 992 00.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 14,101 170.0 680 110.0 1700 170.0 6B0 170.0 1987 170.0 680 170.0 2257 170A SM 50.626 in 170.0 747 170.0 sm I. 896 1. 631 170.0 101E 170.0 684 170.0 1195 170.0 723 110.0 134E 170.0 747 INN 1494 170,0 796 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 766 r2 iL' N 641, 1T0.0 797 1T0.0 612 1T0,0 956 170.0 691 170.0 1116 170.0 761 R0.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170,0 656 170.0 1913 170.0 661 170.0 2231 1700 861 160.2 2403 170.0 861 LU 0 so In 170.0 ess 170.0 Tor 1ru 1063 170.0 797 170.0 1240 irce ITS 110A 141T 170.0 94/ 1TO.0 1594 1r0.0 998 tra'a 1771 170.0 1033 170.0 2126 110.0 1063 1499 V63 170.0 t063 129.0 2161 INN f067 7 rA V) f0 631n r17 930 1100 745 170,0 111E 170.0 060 170.0 130E 110.0 940 170.0 1498 170.0 1015 1 00.a 1673 170.0 107E 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 ((j j 661n 974 170.0 789 170,0 1169 170.0 903 110.0 1364 170.0 1002 170.0 Issp 170.0 1086 IM0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1276 122.6 1966 170.0 12BG 107.2 1966 170.0 128E Z LL zd 721n f067 170.o BIB 170.0 1275 170.0 1009 170.0 1/88 170.0 112E 170.0 1T00 f70.D 1228 161.1 1731 170.0 1315 17BJ lIJO 169.8 138E 116.E 1731 1569 1361 99.1 1734 150A 1352 86J 1734 1502 13S2 � �o 0 761n 1122 170.0 937 170.0 1346 170.0 1040 168.6 155E 170.0 1209 HIA 155E 1652 1255 131.1 1556 ISLE 126E 117.9 155E 141.3 1251 983 1556 120.3 1229 842 1556 1222 1219 73.7 155E 121.2 121E 7 � 70In 1t51 170.0 961 170A 1301 170.0 1116 1SS.9 14T7 169.3 1246 1361 1471 152.0 1224 121.2 14T7 139.1 120E 109.1 1477 129.E 1191 90.9 117/ 116.9 1169 77.9 14T7 11a5 1158 6B1 1/77 109.3 1a61 Q er c s- 90in 1110 146S 988 115A 1110 123.9 968 101.6 111D 107.9 9S1 88.0 1110 96.3 938 78.9 1110 87.5 922 71.0 1110 80.7 910 592 111D 11.3 891 60.7 1110 65.E 870 44-4 1110 62.7 870 Z ol Q N O 961n 111 C 91.6 975 101.6 655 63.6 975 60.3 812 AZ 975- T1.6 BT9 65.0 975 71.2 et) 68.5 975 65A Bo7 49.8 976 57A 789 41.8 975 62J 7I6 ]9.6 975 /9.3 767 Q X Z O f081n B2.2 711 68.3 771 70-7 685 68.7 77f 8f.3 674 3f.1 771 61.3 661 45.7 77f 49.8 655 41.1 771 41.9 647 74Z 77t 389 672 T9A 771 760 671 247 771 324 6f2 iA III in75.7 730 63,1 730 65.0 650 64.1 130• $6.3 640 17co 1201n 59.9 621 499 624 61Z 660 128 621 {/7 652 375 674 392 6/4 333 624 353 3l 53/.7 137 28,9 433 29A 3% 21.8 437 25.4 ]90 2f.T 133 r2.4 3B5 19J {33 20.0 3B1 17.] 433 182 h6 N Q Q O ° Zmo50 TABLE 1S6 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 IQ Anc her Cspeclty Table pbe) SutEl2ie: 27K Cor[rte mcmc. HoWW CMU Fk%dCMU P7Wood Mdal ANCHOR CAP-„o,,,,, (OP,)X( )=ANCHOR CAP,,,, 91r Eko 114'SS Ek0 5flr Ek0 UP SS E1cO NIO Sled 61213kel 912 Sled MULLION CAP,:,_ AnehorCgp Patferne 71 I4khar TTpd y1S Eic°unrxm va•Ekounrecm Ullr m 3nr Dco u6ncon v4•Ekounncon AgwaGA0l WracM AggeoMm 9c"(G5)S41491'(GS) St"(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E nsterce n) t• 2-IrZ I 1• I 2-Irr MAW 1• 2-117 1• 2-vr r 3-itr r 0.48• O.W 1 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emimnml n I,VV fyr 1y4• 1 tam• 2' 1-114• 1-114• 1-114• 1-g4' fa14• 1414• r I-M. 1ylw saes ACTUAL PRESSURE REQUIREMENT FOR THE 2AmhM QI.ir Mrn O.C.I Slaridam vOt6eiCLp gag lT 390 Es 390 fos 450 Re 890lee 1641 We z7ofo9 280 Its 354 D6 7401hs 374f� li6f lD0 94610s 341 Ms 44211E E60 P. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archol9@1.15•MIn O.0 I SIdW3rd(or0fte0(Ap(8923 48DDs 70D Its WA WA NIA WA 380W9 wA WA NIA WA WA 6828r9 68510e 112028 CAPACITY(FROM THE TABLE)OF THE SELECTED 1An,-@'min.O.C.1 M 215Arp1CCBp91(Ng.3Y 78DM 76010e 680 De J. 189E Ins 54DIA 6�®6 NIA 7601os 748109 BBD 1% 1892 me 662Ins Mee 112D We MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcMle®0.64•Mrr.O.CJUCnp,Mto-tOr Alern 43 NIA WA NIA WA NIA NIA WA N!A WA NIA WA WA NIA WA 126708 CAPACITY WHICH MAY BE USED TO QUALIFY tArcrorl FClp(R05T tB51M 195Its 2250s _4459E B22 ne 135ws too toe 171 bs 970 tos 1S7 rm 302 i06 473 OE 170®9 221 We �0106 ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancln.Q t.13'Min O.CJ FCrp 67 7AOM 35om NIA WA NIA WA loom NIA WA - WA WA- WA 3111Ds -442M --E6010s ANCHOR CAPACITY TABLE. PRODUCT REVISED m mn"plyinx with the Fiodb - t210' Building Code FIGURE 1: FIGURE2. Aecepto,cm No wo.ox18•e3 TABLE NOTES: Cxpira'm Date �Z� r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION by ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dade Product 2)LINEAR INTERPOLATION BETWEEN MULL-LENGTHS ANDIOR OPENING WIDTH$IS ALLOWABLE, FIGURE 3: L ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT-DIMENSIONS,SEE ,��•.•'•�1CcNS CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Y '•,y; BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM 70 ASTM G90.WOOD SHALL -"7,•" r [ (1 j FIGURE 4: FIGURE 5: FIGURES: ( ) f'o BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE F1 ;�(nTE 0" •I J� 6063•T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND • U,(•C sT OHSOp••••,(' • .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL S ""• C ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL , i'I 7S/OlyA..L #10 8 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1.25•X 3.94•X.824' A.LYMM MILL�R,P.E. MULLION FL P.E.#58705 I TABLE 12A _ Mufflon CapacIty TablO Ib11yR2 OpeningWhlth(f6r79r0rolly-spenrirgmt9lons)orOpeningHelBM(for hodmnlel onriingm011ons) So in BOIn 'a In 60 in 00 in 100 in f20in f401n 1001. is t4,r` a Reetanpier T"IT'lag. RectenpWr Tmprfilmm. RaetmpTor Tro"anO. Reclengraaf Teprrdeng. Rmtm w TI r4 O gd p7meng. Rectangular Tmplyden9. Re4lengaor Tfeplmeng. Ractengaer 1yep7fden9. Rmlmpdaf Treasting. 9 Alum.Tubo Laadng Condrg Loafing Loafing L-4nu Leedng Loedrrg IAedfg loadeg Imdrg Loafing Lowing Loadag C Ong Loafing Lowing loedn9 Loafing _ Yq Mullion ^ �., w:'^ n a �• d Z 421n 170.01 620 170.0 435 170.0d744170.0 478 ITO.0 66a 170.0 Sm 170.0 OYL 170.0 819 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 HOES 170.0 521 110.0 1735 170.0 521 170.0 1083 170.0 521 W480 170.0 708 110.0 SU 170.0170.0 BW 170.0 B92 170.0 6M 170,0 1133 170.0 $81 170.0 127S I70.0 an IMO 1417 170.0 6M 170.0 1700 1700 880 170.0 1983 170.0 600 170.0 2287 170.0 ON 50.6251. 170,0 747 170.0 683 170.0170.0 631 170.0 1048 170.0 684 170.0 1795 170.0 723 170.0 I345 170.0 747 170-0 1494 170.0 756 170.0 W93 170.0 76S 170.0 2D92 170.0 758 170.0 Z391 170.0 7556!N I7D.0 7% 1TOA 612 170.0170.0 691 170.0 1118 170.0 754 770A 1276 170.0 907 170.0 1434 170.0 eaT470.0 1594 170.0 868 170.0 IB13 170.0 681 17D.0 2T]1 170.0 e67 170.0 2550 470.0 881SO In 170.0 e65 V0.0 >01 170.0 170.0 797 170.0 1240 170.0 87a 170.0 1417 1719 944 170.0 1894 1700 998 17" 1771 37RD f033 170.0 2125 170.0 1083 170.0 2479 170.0 7063 160.8 2080 170,0 I063 C) fA I 871n 170,0 030 1170.0 745 17D.0 1118 170.01 E50 170.0 13021 170.01 940 170.0 1488 170.0 1015 170.0 1013 170.0 181E 170,0 1859 170.0 1172 170.0 2231 170.0 1169 160.7 2557 170.0 1171 146.8 2553 170.0 1171 61In 170.0 074 1170.0 709 170.0 1109 170.01 903 170.0 1381 1 170.01 1DD2 170.0 IWO 170.0 I ION 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.0 ZIM 170.0 1275 151.0 2437 170.0 1298 132.9 2437 170A 12W • 72In 170.0 10631 170.0 SIB 770,0 1275 I70.0 1009 170.0 148E 1170.01 1128 170,0 1700 170.0 1228 170.0 1913 1760 1315 170.0 212E 170.0 1387 145.6 2184 00.0 1480 124.8 2184 170.0 1529 1092 2184 170.0 IS30 ? J)ZP 1g` J 70In 170.0 1122 /70.0 037 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1704 1-10.0 I= 165.1 1880 110.0 1421 143.E 1960 170.0 IBM 12&8 1960 161.5 16/S 100.1 IWO 154.0 IMS Mg 40W 1627 1531 � d� Z 7a In 110.0 1151 170.0 067 170.0 1301 170.0 1116 170.0 7811 170.0 1250 170.0 1842 170.o 1369 1521 Iasi 170.0 1474 137.4 1861 163.1 1500 114.E 1081 147.3 1<73 9a1 i8B1 139,8 1<59 BSB f8ai 137,E 1464 BO In 170.0 13281 170.0 1141 149.1 139E 156.0 121D 127.6 139a 136.9 Ilia 111.a f3Ba 121.3 1179 99.4 1398 11D2 1162 09.5 1308 101.E 1147 74.5 1398 89.8 1122 63.9 119E 82.7 1105 5SB 1390 78.9 low I"' -1 a- s- Q O) p go in 147A 12N 151.6 4098 122.9 1229 127.e 1070 t0a7 122B 111.2 1081 92 1229 90.8 10" 81.9 12M 89,6 1029 M.7- I= 024 1018 S1A 1229 722 903 62.7 1220 65.0 977 48A 1229 BLt 007 Q = Z N b CD.O 1081n 103.E 971 105.5 677 08.3 971 09.0 682 T<.0 071 77.2 619 64.T 0/1 66.4 S37 57A 971 ot.e 0Z6 Bt.a 071 58.E e16 43.1 071 40.0 796 37.0 071 440 782 324 971 10.E 7)f fn N III In 95.4 919 97.3 832 70.5019 61.8819 68.1 919 7.9 NO 59. 119 829 784 53A 910 56.7 784 47.7 BIB 51.0 774 39.7 9% 44.8 756 34.1 910 402 74 29.8 919 37A 732 OL9 786 7844467 37.7 788 4o.6 8 35 788 39 653 27.0 708 31.0 $41 23.5 786 25A 31 6397SSBfi76,5 788 75.E7 7B8 4BA Be 4.9201n W xdN' .0 408 OfN In 43.7 546 NZ 37 28.2 13 21.3 56 23.3 478 21.e 80 22.8 474 182 5 172 455 15.7 6 155 448 Q 0TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: d` Z y in An horCopacIty Table be) ANCHORCAP,,,s,,,, SrASUele 27i Concrete6R e 3Cmc. XdWS QIU Feed CMU PTWooO Me101 (DP_)X( )cANCHOR CAP.,,, -••1�' Amr fTypa &16•Elm Ulmcn VrEk0U8mcon 9tCE1co 3r18•ElcotM=m i/rex unmcon V4•SSEIeo 5/16 Elco VCSSEIco 810SIed 812Steel e12stem MULLIONCAP„o,,,,, AnchorCOp Pelteme UOacm AggeGMx Ullman AggreGdor scurf(G5)Scraa p5) Scree(G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgegslamegn) 1• &Vr 1• 1 240 3•ve• 1• 2.117 1• 1 2-Nr 2' 341a' z DAB• I asr 0.a2r CAPACITY REQUIRED"CORRESPONDING TO AN EmtLvnml Qn 1-3(41 taro• 4474• Ial4• r 1-114• 1-1/4' 1414• 1-11r 1414• I.1/4• r Iae• I-w vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMlbis @ 4.78 falrt O.C.I S1m0am olO05e1 cop lFi9 162): 390 ms 3971he 450 Lv 890I1s 1644 0s 270 M 280 ba 364 0s 740I1m $74 bs GGA Bs 945 9z 34105 44203 550 fur OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arc0on @ 2B5•MI.O.C./Dtmdata(or oesel)M 91g 4 740 W 74D tt a sn bs 1485 rn 1424 bs NIA 6o0 0n NIA 6950s WA 880 ps WA 6521s 855 be II2D 15 CAPACITY(FROM THE TABLE)OF THE SELECTED SAM=01.71•MIn O.C.ISImMfd(ar OOael)Cap gtg.4 665M 050 758bs 194610s NIA WA' 705IM WA 70011s WA WA WA 1022lb6 1327 Its ism bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anthm@ T Mlrt O.C.1(2)a5 ArOft tips/1flg 5) 7000s 7 6B)W 7560 MS 180E bs Dbs 660b NIA 760lbs 748 bs am Its 1892 as m2bs BSS be 112O ms CAPACITY WHICH MAY BE USED TO QUALIFY GAm"@3•Min.O.C./0 N5 Angle Caps I(Rg 6p 1170bs t17orm 1MIM 23W 03 2844 bs 6 8400s NM 1140 bs 1122ft 3320bt 28Mr. XQ21Ds 13Tlba 1SBO bs ADDRIONAL ANCHOR OPTIONS FROM THE 3Arcfrn@7.3d•N9t O.C.IULap,Into.429•Aien.-(Fg 7p N!A WA-- - N/q- - WA -1UA R WA WA _WA _ WA WA WA WA WA 079 ANCHOR CAPACITY TABLE 6Arclnn@0.01•Mhr.O.C./U Clip,Into,l2Y Aian(Fp 0) N/A WA NIA WA WA N- WA W_ IBA NU WA IUA N/A WA PRODUCT REVISED 2Amhols@ 26W Mlrt O.CJ F-M(Rg B) 3A 0s 9701bs 315 bs 7430s 7420s NIA 2eo as NIA 940Ite NIA Iq M. WA 911 bs 44201 560 fur as complying with she(•fw4 h 3Amb"01.71-Mh O.C/F•Ulp IDy 4q 0s S.Ws 37D bs B791Ds NIA NIA 3530s NIA WO ba I NIA I WA I WA 1 511 bs I 6fi4 bs 1 8400o O Acilding� 16b2)8•d3 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. `T ��CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpimli oDotenp FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: By 1 00W _ • • • • • • • TABLE NOTES: 2. Miun DndeProductCau 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �\ (\-INN-INN k1l i� GENERALINSTALLATIONMETODS. -- - - : t\nN••" "••<<(" • • • • • 1 41 FIGURES: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.3)MULLION AND MULLION CLIPS SHOWN ARE 7 •.;'c% • • • • TIT TO IN ,250" 4.000' '� "� tJU.ri07D5 • • • • � HE FIELD FOLLOWING DIMENSIONAL ESTRICT SH OWN SCALE. HE SH N ON SHEETS 21 U-23.FIGURES SHOW SUGGESTED. P HOLETED.APPROXIMATE CT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED LE ;.-O•ct• ,'! FIGURE7: FIGUREe: FIGURES: FIGUREIO: � � yCAIEOI • 'l\ ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT /.� FLOR(pp.,.•' • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. :�S •••......�'J� .� •. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045"THICK(18 2'X 4•X.25•MULUON IN PAIRS. GAUGE).STRUCTURAL STEELTO BEAT LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /// 1i� `tt\P.E. •• • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LYtS rN FL P.E.#5 5870705 I TABLE 13A Mullion Capsolly Table(bane Op•nlnp Width(forv9fGraYy-sparlrYrg mt/Ilanc)or Opening H•igM(lorhorizaMety-spemtg mlltitxts) 50 In Go in 70 In 90h SO In I 1201. 1401. ISOh Roctengdar Tirepm np. Recw-war T.W116erg• R4clarpla Mwfflarg. ReolanOdar Ta".N. Roclaigl. TrapRdenp. Reclaradar TraWfiderlp Raclangda 7t wftg, Reelan(plar Tfeprfderg. ReclenguW 1tepRdeng, O lum.Tu6 Loadnp loadnp Lowing Loadna Loadrg Loadrg Loa&rg Loadag Loedrlg Lowing Loedno Leadfag Load1g wadrg Lowing Loadad Lowing l.oeling �Yo. anluumnba Z n �� w Yc 04 421n 170.0 82D 170.0 433 1 170.0 744 170.0 478 170.0 11118 170.0 500 1170.01 CO2 170.0 519 170.0 I118 170.0 521 170.01 1240 170.01 521 170.0 1458 170.0 521 170.0 1735 170.0 521 170.01 1953 170.0 521 O 481. 170.0 708 170.0 624 170.0 &% 170.0 5M f70.0 002 170.0 WO 170.0(1133 1T0.0 Bat t10.0 t275 1170.0 077 170.0 1417 170.0 650 170.0 t700 170.0 d60 170.0 1083 170.0 680 170.0 2267 170A 680 J W 50.6251n I7d,0 747 170.0 503 170.0 808 170.0 631 170.0 ISO 170.0 684 170.0 1195 170.0 723 110.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1703 W0.0 756 170.0 2DD2 t70.0 756 170.0 2391 170.0 756 cr 3? to 54 N 170,0 797 Vat) 612 170.0 956 170.0 691 170.0 1116 170.0 764 1700 1275 170.0 SM 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1813 170.0 eel t70.0 2231 170.0 551 170.0 2550 170.0 561 LU CD m o H 60In 170,0 665 170.0 701 f70.0 1003 170.0 707 170,0 1240 170,0 878 170.0 1417 170.0 044 frO.0 1594 170.0 ON 170.0 f771 170.0 1033 170.0 2f25 170.0 110M 170.0 2470 170.0 t083 U0.0 2833 170.0 IM F=- ca J 63 In 170.0 9M 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 14M 170.0 1015 170.0 1673 170.0 1078 170.0 1659 170.0 1122 1740 2231 170.0 1169 170.0 2503 170.0 1171 170.0 2975 170.0 1171 -! 7 BBN 170.0 974 170.0 759 170.0 1180 170.0 t103 170.0 138/ 170.0 1002 1T0,0 1555 110.0 1088 170.0 1753 170.0 1155 170.0 10/5 170.0 1210 170.0 2335 170.0 1275 170.0 2777 170.0 1255 170.0 7117 170.0 1266 Z fn� EC 72in 170.0 1003 (70.0 m8 170.0 1275 170.0 1009 170.0 14W 170.0 1f26 170.0 f7OO 170.0 I= f70.0 TOO f70.0 13fS 170.0 2125 170.0 1337 170.0 25M 170.0 1458 170.0 2975 170.0 1629 170.0 Not 170.0 1530 2 ILI 1)7P 76in 170.0 1122 170.0 037 170.0 1348 170.0 ION 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 201E 170.0 1421 110.0 2243 170.0 1505 USA 2602 170.0 16S 170.0 3140 170.0 1694 170.0 3589 170.0 1705 a u Z 3 J i 78N 170.0 1151 170.0 007 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1042 170.0 I= 170.0 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2763 170.0 1700 170.0 3223 170.0 1777 1T0.0 38W 770.0 1788 Q J ~ Q N O PDN 170.0 13M i70.0 1144 t70.0 t581 170.0 131d 170.0 Id58 170.0 1485 f70,0 2125 170.0 1657 170.0 2381 17&0 1793 170.0 2856 170.0 fBiB 170.0 3155 170,0 TITS 758.0 3413 170.0 2273 13&5 3413 170.0 2781 QZ 981n 170.0 1417 170.0 1232 1".0 IRO 170.0 1434 170.0 1853 170.0 1622 170.0 2287 170.0 17W 170.0 2550 170.0 1852 170.0 253] 170.0 2005 160.0 3188 170.0 T335 137.1 3189 188.E 2470 120.0 3199 158.1 2425 I- •Z 4p$$O 1081n 170.0 1594 170.0 Hall t70.0 1 113 1 00.0 1647 170.0 2231 170.0 1570 170.0 2550 170.0 2W8 164.5 2781 170,0 2271 148.3 2781 161.9 2333 123.6 2701 USA 2281 105.9 2781 125.0 2234 PL7 2781 11&0 2190 cn N 1f1(n 170.0 INS 110.0 1114 f70.0 1BBB 178.0 1700 170.0 2293 170.0 1PM 170.0 2021 f70.0 2149 151.8 2632 f813 2245 138.0 2532 1411.4 2216 113.9 2032 128,4 208 97.0 2532 115.1 2128 55. 2632 f09.3 2000 X D7 to to 1201n 170.0 1771 (70.0 1566 170.0 2125 170.0 1559 154.1 2257 159.9 18% 135.1 2252 141.4 19M 120.1 2252 1211 1878 108.1 2252 116.1 IBIS BD.1 2252 08.6 1B72 77,2 2252 8&9 1B7B 67.8 T352 81.4 1f10B X 144m 125.1 15" 128.8 1445 104.3 1384 100.1 1425 a0A 1561 BS.S (407 7a2 1584 80.7 13W 60.5 1384 72.3 1]TS BT.6 1584 &5.7 1355 521 1581 56.0 t330 N.7 1581 48.2 1305 SB.1 1SB1 M.4 1T8] Q-•N Q Q Q Z a m0 N TABLEI3B Anchor Ca acl Table ba ANCHOR CAPACrtYADJUSTMENT FORMULA. Of Of Subslmtc z2kconsmle 3.SkOone. NunawcMu FaeacMu PTVAwd Mmm (DP,)X(ANCHORCAP._,, ) ANCHOR CAP-a, Arwhw ypa 311T Eka Ult aeon 1/4'Eko Meow 5I16'Eko yl6'Flo Ulrecon 1!4'Eko U11=011 114"83 Eko 6111P Eleo 114"SS Eko 010 Steel 112 Steel Y MSled MULLION CAP.,,�,,,,e AnchorCllpPattemS ub00on Ago.Gstor U6acan AppreGalm screw(05)Screw(05) Sc"(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dhtm,ce(In): 1• T-lrr 1" 2.1rr 3-1181 1' 2-ire 1• 2.11r r 3-Ife' r 0.48' 0.64" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Eabedraml(b): I-w faro' 1-3W ta14' r 1.1A 1-V4" 1-U4' 1-t14' 1.1V 1414' r 1av tare• lerke ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancha•®43V Mh O.C./SW&W ar Olfsellxp gig.152) 390 Bx 3001m 4501. 6909n 1644 Pre 270103 280lb5 354 roe 740 bs 374 lb, 684 ros e4e R. 3411W 4421bs 560 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Analim Q 4.611'Min.O.C.I slandard(arOmel)Cap(Fig.3) 7605a 780 bs 900 rN 17801m 3232 fo 5401ee 560IM 708 be 1400 PA 74811,3 1272lbs 10921Ms M M3 Ae51bs 1120lbe CAPACITY(FROM THE TABLE)OF THE SELECTED e AnsMa®1.7r Mkf.o.a./slsna4rd(aorsep clip fFg.4): Iles lm ROOIbe tots tb3 25951W WA NIA94o1W WA lossibs WA WA WA 13631bs 17701W 22401be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arwtore(03.Mh O.C.)(2)215 Argb Clips I n.5): 160M 780 be 680lbs 15801bs 1 16%fb. 540 Ms 660lb3 WA 7601W 746lb5 Saolbs 160211,e 6112&a 685lb9 1120Ibs CAPACITY WHICH MAY BE USED TO QUALIFY - ---aAachot•403'h4inO.C.I(2)2f5 Awl-Cops I(Fig.67-156010e_ 15601bf I t3601b+ 31201M 3782r. 1 1080lbs It201be WA 15201he Hall be 11601b1 37841b3 I IW31e 1770lbs 2240%3 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amhara d1A'Ma.O.G I(2)2e5 Angie Clips/ffg.7} 16601bs 21000. 1440 rA 3700lb3 WA WA 132011,5- --WA 15001b4--WA WA-- WA --2045RA 2654 It.__3350 NO _ ANCHOR CAPACITY TABLE. PRCUUC'C REVI58D 4 Andras®1.34'Mh.O.C•/UL11p,bto.125'Alum.(Fg.8). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1130 b5 m Ct)Uc-p (nb EvIwith H Wtitiri -- 8 Archon a 0.64-SUn.O.C.I U01p.btto.125"Alum,(Fig.9k WA WA WA WA WA WA wA WA WA WA WA WA WA N/A 2561 R. 1---2.000'--4 building 2Anohas@ 4.68'Mh.O.C1F47p ft.10): 3901, 390(M 450 fm ago rbs tale ft 270!bs 2BOIbe 351W 740 Da 3741be 87e lm1 9/8IW 1 34103 1 442lbo 6BOIba gcceplenm 77o 10-021$"409 4 Archon®1.71'Min.O.Ci F--(ll (Fg.11) 5901rc 70D bs 1 6050. 1 1298 Ibs WA WA 1 470lb4 I WA 1 5331M5 I WA I WA I WA j 6821ba 1 OAS The 1120 Ibs .250' (m1( Date QO?I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1: FIGURE 2, FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 1(Y. FIGURE 11: Mom' hoduct • • - • •__ _ _ • • _ • _4 •. • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON -- - - - LOADING:SEESHEETS 2-4 FOR-GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLEVLGL=t'!SC '•F'�--i • • • •• • 8.000' `tA. • • • • • r• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS '1t: (.(o,58705 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ = FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5 6 (y__ ANGLE _ ` J U7` • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED )�••�" 5.+1gT pF UJ (FIGURES ��- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE TREATED /pR1T7 MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5053-TS AND BE A MINIMUM OF.125' :� • • • • • • • • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ��;S01 �\" BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW �// ()Nr.�,t t s PAIRS 2'x G'x 25' A.LI�NIV'MILL�R.P.E. THREADS BEYOND THE MATERIAL#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A _ . Mullbn capacity Table Iba1Rt Jp( Opening dfh(for%oftally-spaMngmtAionslorOpeningHelght(forhodzonl"paMrgmWons) t t 601n 60In 701n BON 901n 100in 120N 140 In 160In uuugggttt Reslarlpular T Load o RedargNar 71epnAan2. ReclengWar 71e7V7tlan9. RectengUar Tapridarl0. gmlargr4ar TraWmarrO.. R80t8raOr TraATdara. ReclaraAar Twndav Recleroular TmpRdarq Ral6rgWar TrepBfang. 14 F 1.20"a 2.11" L6a41np luaarg Lowav Lo4dInB LoadY@ Loadlrg LoadoB LoadOq LoadYlg LoaAlrp LoadNB Loadln0 Laaahp Loadlna Laaa6q Lo641n0 Leading LoadlM sx Fq5 xTubaMu9 � �� �8` � �� �� � � � � � �g � � � ��' a� � �� - �� � �`I � � �' � �` ��' ��• N � . r 2 o °gym rM 144.2 528 167.0 428 120.2 526 14flB 419 103.0 525 138.9 414 eo.1 528 134.5 411 Ml 528 134.1 411 721 M6 134.1 411 80.1 528 134.1 411 51.5 Me 134.1 411 4&1 526 134A 411 J 98.6 403 10&0 333 80.5 103 84.7 325 89.0 403 BB.4 320 80.4 403 81.4 311 63.7 403 79.1 376 4&3 403 7&5 314 40.3 403 70.6 314 NA 403 78.0 314 30.2 403 78.6 314 82.3 362 91,0 301 5&8 382 70.3 291 5&5 362 71.8 289 51.6 M 07.2 285 45.7 302 64.6 284 41.2 302 8a8 283 34.3 362 63.5 253 28.4 362 635 2M 25.7 302 63.5 283 d 7 87.5 318 74.1 207 5&5 318 81,2 281 48.5 318 67.7 258 42-4 318 535 253 37.7 318 60.8 250 319 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 316 49A 248 m Q g OR 49.6 25B 6:f.1 21B 41.2 260 46.7 21/ 35,3 26A 40,7 210 30A 2SS 37.2 207 27.6 255 34.9 204 24.7 258i 33.4 203 20.6 258 3X2 001 17.T 2S8 322 201 1&5 258 3Z2 201 542./ 234 46.0 200 350 234 39.1' iB5 30.6 234 31.7 192 2&7 234 31.8 16B 23.7 234 28.4 188 21A 234 1&0 181 17,8 234 2&B 183 15.3 234 2&5 153 13.4 234 28.5 183 UJ'I 5 37.2 213 39.4 183 31.0 213 33.7 i7B 2fl5 213 29.8 170 2S2 2t3 27.0 173 20.8 213 25.1 170 I&S 213 23.7 169 16.6 24 22.2 167 133 213 Me 180 11.8 213 220 180 Z N,i 28.8 1T9 30.1 155 23.9 179 25.6 162 2M4 179 22.5 149 17.9 179 20.3 147 IS.B 179 18.7 145 J Z $ J ? E6 70N ?A.3 181 2&4 140 20.3 181 21,8 137 17.4 151 18.0 735 1S2 181 17.0 133 Z 78N 226 1� 23.5133 1flB 162 18.9 131 16.1 152 17.5 728 Q .� TABLE 446 ANCHOR CAPAC{7Y ADJUSTMENT FORMULA: ZQ � Z N Anchor Capac Table Bba) ANCHOR CAP,,,o,,,,, F- X 00 sma(fatC 2.7kCaxfete. 3.SKCac. Noamcmu FiedCMU PTYI'0a0 Metal (DP„w)X( )=ANCHOR CAP.,,, fA � � 5716•Elco 1l4•SSEko10Eko IWSSEIco B10sled al2Sirel 512SIee1 MULLION CAP„a,,,,,, 0)Anchor type 3H6•Ekol.11facom Ur�co Uamenl 3tt6'EkoUar4con 1/r Eko Ulman n) Anchorcilp Paf65ma Uaram Appe[91ar F.I. AOcfl lar 8caerr(G6)srmr(cs) Sc"(m) USE THIS FORMULA TO OBTAIN THE"ANCHOR LU Egte oalarceMl r 24¢ r &1/1 3-118• r &trC t• 1 2.10 1 2, 1 3-VW 7 0.4r 1 0.54' 0.3Yr CAPACITY REQUIRED'CORRESPONDING TO AN it X y - Em6mnanlfal) leer 1tArr larr tare 2' 1 1-174' 1-1/4• 141V t-114• t-v4• 1-vr 2 t.NB• taro• YJIe6 ACTUAL PRESSURE REQUIREMENT FOR THE U 03 Q 4 Aroron®3•MIn O.C./R)215Argk!apsl(F 1) 7B010a 75D 106 ®Olro 156DM 18B6 Na 5/0 kc 560D3 wA 750 ms 74856 8608a 1592IDs 68216a B85 to 143D t65 OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O CAPACITY(FROM THE TABLE)OF THE SELECTED ar Z MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET-1 FOR INSTRUCTIONS ON-USING-THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.__ g288" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f` "'� -------7�RCf�UCT RBVISP,D--- - --- 04 complying with Ow FJolddtt FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS 1SALLOWABLE. r n° ingccept ((yp2{Q.473 3)MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE.FOR D(AC7 DIMENSIONS,SEE SHEETS 21-23. ExPinst HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 118" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dada - - '-- ----- - -ANGLE CLIP MUST BE USED IN PAIRS.__ I I 1 11 I l l L 4)SUBSTRATES:CONCRETE SHALL-CONFORM 70 AC1301 SPECIFiCATIONS..HOLLAW.AND.GROUT 125'-FILLED_�._ __ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDk�(»LYI• YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608345 AND BE A MINIMUM OF.125' I :�����''�,�GENSF •'•�'P �!- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1,28'X 2.11'X.125•MULUON ,•' LEAST.125•THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS.BEYOND (INTEGRAL FIN MULLION) =lt:: f4 59705 THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410S.S. _ r TL•OF �,/,/ONg\- 1` A.LYt�NrMILLtA,P.E. FL P.E.#58705 TABLE 15A • ,7t, mumon capsotty Tablo IbelR7 Opaning Width(for venicalysparrirg mtftns)or Opening Haight(for hodwrieVyspatrirg mtdiom) 501. W In 70 In W In 901n 1001n 120 In 140 in 1 W In Rnxlan9nMr heprl8ang. ReNugder hepTlllang. RetlengUu 1leplydeng. f7oate�fer TrepRAang. Reetmpear lt�1T1)eng. Rectenguter imiVllfeng. Reeten9uhr 7raprnlMs. RecturgnA11 TmprTAOng. fleetmgular hapTAan9. T p 32V'30 Loading Loading Lowing LwAm Loadhg Loafing Lowing Loading Loft Leading Lowing Loadng Lommv Loadng Lowing Lowing Loading Loading sZ C7 DEG.AL BAYMULL 6 9 6 fi 6 6 6 66 42M 170.0 020 170A 435 170,0 744 170.0 478 170.0 868 170.0 NO 170.0 992 170.0 519 170.0 111E 170.0 521 170.0 1240 170.0 521 170.0 140E 170.0 821 170.0 173E 170.0 621 149.1 1740 170.0 521 48 N 170.0 708 170.0 624 170,o B50 170,0 5B1 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 67T 170.0 1417 170.0 880 152.2 1622 170.0 600 130.6 1522 170.0 680 114.2 1622 170.0 680 W.6261n 170.0 747 170.0 683 170.0 896 170.0 631 770.0 1W8 170.0 881 1700 119E 170.0 723 170.0 1345 170.0 7 47 164.2 1443 170.0 750 136.0 1443 170.0 756 117.3 1443 170.0 756 1076 1443 170.0 758 W O 54M 170.0 797 170.0 612 170,0 058 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 1. 1W.4 1313 170.0 837 144.3 1353 170.0 658 120.3 1353 170.0 581 103.1 1353 170.0 861 902 1353 170.0 061 m O I- lO 60. W0.0 SM 170.0 701 170.0 1083 170.0 797 187.0 1218 11D.I. Ins 1.., 1218 170.0 044 129A 12f8 159.8 836 110.0 1213 15ZI 924 97.4 121a 140.1 913 113.5 1218 U6.1 913 73.1 121E 1411.1 913 F- O J 631, 170.0 930 R0.0 745 170.8 1110 170.0 850 160.2 1150 WA 033 131.4 41W 163.0 914 116.6 1150 W.9 898 Ism 11so 134.2 865 87.E 1150 128.7 A71 76.1 1f571 }2e2 A70 65.7 1150 1292 870 m W � Win 170.0 974 W0.0 789 157.4 1048 165.8 ON 130.6 1WB 146.8 604 114.3 1W8 133.1 NO 101.6 104E 123.4 839 91.4 1040 lf0.8 B30 7e.2 104e 109.4 021 65.3 1045 100.2 818 57.1 f048 108.2 818 ? m 721n 140.6 090 147.9 764 117.4 080 128A 748 100.6 880 110.9 734 00.0 880 100.0 722 78.2 080 02.0 712 70.4 8W 08.2 703 68.7 ON 792 693 60.3 080 70.E 088 44.0 000 70A 608 _ Z 76M 119.7 780 175,1 690 99.6 '7W IM4 W8 05.5 790 03,3 663 74.6 7W 03.0 652 60.5 709 76.9 6(3 W.9 7e0 Tf.7 635 49.9 700 05.1 62f 428 790 02.1 019 37.4 79D 61.5 617 J c�a Q 76 In 110.8 7W 115.5 657 92.3 7W 09.1 644 78.1 750 $5.9 832 092 7W 77.1 821 01.E 7W 70.8 612 55.4 7W 65.7 605 48.2 750 59.4 594 39.6 750 68.2 685 34.8 750 65.E 588 901n 72.1 663 74.4 500 60.1 5B3 629 401 51.6 60 64.8 483 45.1 603 48.9 475 40.1 503 44.4 468 30.1 563 40.9 482 30.0 653 362 452 25.E 503 33.3 445 225 5037 31.0 442 Q m @Z r 9014 59.4 495 81.1 413 49.5 485 01,5 435 42A 4es 4<.8 427 37.1 49S J9.9 421 33.0 493 38.1 415 29.7 495 332 409 24.8 405 2P.1 400 21.2 495 20A 394 fa0 4B5 25.0 J90 �74 O id LOB to 0.7 391 42.8 353 J4.8 391 SSA SIB 20.8 3B1 31.1 J42 28.1 391 27.8 337 232 391 24.9t 391 22.8 328 17A J91 10.7 321 14.9 J91 17.0 J16 �i III In 38A 370 302 335 32.0 370 33.0 330 27.5 370 28.8 32E 2i.0 STO 25.3 320 21.4 370 22.8 370 20.8 312 16.0 370 18.1 305 O1201n 30A 317 30.9 159 25.3 317 20.0 264 21.7 3fT 22.3 280 IQO 717 19.9 276 16.9 317 17.9 U O Q 144 In 17.8 220 17.8 203 d M Z fn _ �'o gQ TABLE 15B CAPACITY ADJU Anchor Capacity Table be ANCHOR STMENT FORMULA:� ANCHOR CAP.,,,,,, Buhatmle: 2,7E Con4Ma J.Sk Cone. liowaw CMU Plod CMU PTNbod 6lalel (OP)x( )=ANCHOR CAP._ SIs'Eko 1ra'BS Eko 5/18'Eko 1/4'SS Eko 1f0 Bleel 012 s1nd 912 H1eeJ MULLION CAP.,,,„,,,,, AnchorCOp Pelt¢me AwaborType: 3116•EIC0Urraoon 114•Oka Uft= UIDmm 31t8'Eka tAlrxm 114•EEo Mum Awvfter LM=m App enetor B_(05)S."(CS) 1 uew(Os) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdgD astulw I 1 241r 1' 2-irr 341V 1' 2-I/r 1• 2.11r r 3418' 2• 0AV 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmlE=.IM 1-J14• I-W M1.3I4• 2• 1-114• 1.114, W14• 1.11P 1-U4' 141r r 11wr 1-3re' wd" ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anohon @ G'LlIn.O.C.1(2)2v5Angfe alpw l(Fq.1): SW bs 390lba 89D Ms 17W bsa8a354Ibs 740 bD 37 1bs 720 W 946 ft 341 IM 44210e 5W bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohae®3.5'Mln.O.G I(2)9t5 Angle CYq I Ocb•21 7W ros 7W 1Dw 1e7o lbw 2525 bs 54o m, sW 1bs wa n20Im 74e 15a B80 n,s 18921ha sez Ibs BBSIOa ttzo on CAPACITY(FROM THE TABLE)OF THE SELECTm6Amhorw®2.71'BOn.O.C.1(2)215M97oalgar .3p 1120bs 1120Ibs 2240 The 2254 be wa W D lbe NIA lose the wA 13200s WA 1022Ibe 1327 bw 1880 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTABLE' - -- - 1`ROOUCCREVISED FIGURE 1: m cemPlying with 9w Fhdfdu TABLE NOTES: BWtding Cade • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. imlim Dl da IfDQ f SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By - - --FIGURE2 - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mi Dade rtoduct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR STIEXACT IONS SHOWN SEE SHEETS 1-23.- - -_.125' --- - - - • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �. ��.�'�0••'��(:I•LSr�•'•F�' �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' !i8705 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1. -• • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-76AND BE A MINIMUM OF.125' __ -" pI - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT " 'V ,-A(IO g ;' m� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULL ON A $'mfv OT • • THE MATERIAL•#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �:��• •rtORIDP;••,�C, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '��11���l(�r')1:��- •`�` A,L1Fr1N MILL&P.E. FL P.E.#58705 TABLE 16A - Mullion CapsolityToblo ObskY Opening Width(for tenlca*spallrlrg millions)or Oponing Haight(for hodmdWsparrirg mUOons) Sol. So In 701n 50In 901n 1001n 120 N 140 N loam o Rectagldar Trep/111eng, ReefogUar Trap.Marg. Reg angular WaPTIlarg. Rectangular TtO1.J7Aan0. Recwwar TwwMao. Recanglar TkWrdang. RacnWile' TrgYTdefg, ROclagl/ar Trapfrdeng. Rectanguea TieplM a. Fi n 3.26"45 Loading Loeana Leedng Lowing Loading Loading Lowing Laadtng Loading Loading Lmdng LoaM Loading Loading L.oadng I.-Ing Long Loading Y DEG.AL a t^ _ a r BAY MULL cR r7 C4 J- 1 z NLED 42In 170,0 820 170.0 435 170.0 744 170.0 478 170.0 B80 170.0 506 170.0 W2 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.0 521 160.3 1071 170.0 621 O W 46In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 030 170,0 1133 170.0 fiat 170.0 1275 170.0 On 1T0.0 U17 170.0 080 163.7 1637 170.0 880 140.3 1637 170.0 ON 1228 1837 170.0 680 80.625In 170.0 747 170.0 503 U0.0 89B 170.0 831 170.0 1040 170.0 684 170,0 1195 170.0 723 Iran 1345 170.0 747 170,0 1494 170.0 756 147.1 1552 1780 756 126.1 1552 170.0 758 110.4 1552 170.0 750 W o o O 5/h 170.0 707 170.0 812 170.0 OW t7D.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 1652 1455 170.0 058 V11.9 1455 170.0 681 110.5 1455 170.0 $61 07.0 1455 770.0 88t ED M 60 h 1780 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 157.1 1300 170.0 044 139.7 1309 170.0 NO 125.7 1309 163.5 gill 104.8 1300 157.1 982 69.0 1309 167.1 932 76.0� 13M 167.1 OR J 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 i629 IW 170.0 910 142.5 12A7 164,5 983 126.7 1247 1528 965 114.0 1247 144.3 952 85,0 1247 1382 836 81A 1247 135.7 935 71.3 1247 135.7 035 2 W 5 T{y 681n 170.0 974 170.0 769 170.0 1169 170.0 903 145A 1100 183A 955 120.0 1100 147.0 e45 118A t190 13fl5 028 103.9 1100 1284 914 888 1100 119.5 NO 742 1190 118.1 5M 04.0 1100 110,1 U3 Z co m c 72N 151.8 1010 169.8 877 131.7 Y0f0 1M.8 659 115.4 10f0 1272 812 101.0 f010 11/.7 023 88.0 1010 tOS.e 817 80.8 1010 98.9 807 67,3 1010 90.8 795 573 I(n0 67.8 TDO SOS 1010 87.7 711 ? 7 78N 137.1 906 143.8 782 1I4.5 808 f2L0 713 88.1 BOB Ig7.1 781 85.8 906 982 740 7fl3 BOB 6B2 738 88.7 906 823 728 57.J 80a 71.7 718 40.1 BOB 71.2 710 429 BOB 70A TOB •J 5fi Z 781. 127.1 661 132.5 754 105.9 651 112.5 736 90.5 501 98.0 725 79.4 551 00.5 713 70.0 881 51.0 703 83.6 861 75A 694 530 881 68.t 681 45.4 061 64.5 676 39.7 601 03.7 U72 (-•- Q Q N o 90In a27 6" 05.4 674 65.0 648 721 684 59.1 648 GL9 554 51.7 BIB 50.1 545 45.0 640 50.9 537 41.4 60 47.0 530 34.5 60 41.5 b1B 29.5 BIa 38.2 511 25.0 840 36.6 507 Q Ib Z 90N Bat SBa 70.1 Sga 68.8 SOB SAf I99 /fl7 SBd 51.1 191 12.8 beB 45.8 483 37.9 See 41A 178 u-1 See 381 470 "A 5aa 33A 459 21.3 SOB 30.5 452 21.3 S05 20.7 "1 (n U.1 � $�O�O 108 ki 47.9 449 48.8 405 39.9 14g 412 U9 342 449 35.7 3M 29.9 449 31.7 787 26.6 NB 28.6 362 23.9 449 25.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.13 449 15.9 356 W m $ 111 In H,1 125 45.0 365 JB,O 125 37.9 379 31.5 125 3La 373 27.0 425 20,1 357 24.5 425 292 382 22.1 425 24.0 356 1SA 425 20J 360 180 425 18.6 13 W W Y Y 120N 3/,8 38/ 35S 331 29.1 364 29.6 3" 24.9 W4 25.5 321 21-B 304 226 317 f&1 384 20.5 313 17.5 304 15.7 300 U � Q - 2 1441n 20.2 253 20.1 233 18A 253 17.1 230 _ Qa c Z fA 1;10- TABLE I6B ANCHOR CAPACITY ADJUSTMENT FORMULA: .0 AnobarCa acI Tabl9 Ib9 888 0 Bab IMI.; 27k Oxwete 3.5k Ob .I VA-cMu Fite CMU PT Wood Metal (DP_)X(ACHOR CAP,,,",,,,,i_ANCHOR CAP. Anchor iYPe; 3I16'Eko(Aeecpl 1/4'Eko U,trecon 51i6'Eko 3r18•Ek o URAWM. 14'Eko Ueacos 1r4-SS Eko 511W El" 114'8S Eko 010 81ee1 012 Steel 012 Sled MULLION CAP.,,,,, / AnchorC8pPe6eme lAlracan AggMa5W InImm AWvGslor Screw(05)6or-(G5) Sam(fi5) USETHIS FORMULA TO OBTAIN THE ANCHOR Edge MIZ..Ml: r 2-1rr r stir 3-118' r 1 2-IF 1• 2.1rr 2• 3-118' 2• SAW 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmbedTeN(Yu)r i-314- taro• t1vv taro• 2• 1.11 1-1A• t-114' 1-4r4' 1-1114' 1-v4• 2- 1.Ya• 1-3ue• ,91b4 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aticlote Q 5'69n O.C.1(2)245 Anglo C9ps r(Fig.1). 390 W 390 M e 450 Ds 880IDe 17W Ibs 2Ia Da 2BO lb. 3541Ds 740lb. 3741b4 72D U 84015s 341 Ds 44211n 560 aN OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhm®&V Min O.C./R)2i5 Augur Cups!(Fla.2k 7e01bs 700 De 790 Mn 187o ibs 2525 roe 54D Da 560 Ds N/A 1120lbs TOM ON lbs ta92lba Set Ds 6e516. tt20 krs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchae 0 2.7V Mi.O.C.1(2)245AnIVACops/ft.3t 11201bs 11201bs 95eDs 22481As 2254lbs NIA 840lea WA 1059Ibe IVA 1320Ds WA 1022Ds 1 1327De f68 rthe MULLION.IT WILL YIELD A MINIMUM ANCHOR _ CAPACITY WHICH MAY BE USED TO QUALIFY ---- - ---- - -- _ _ ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE.- ----- - PRODUCT REVISL•D-- TABLE NOTES: - FIGURE 1; US complying with ga Florim ga6itee Np Ae0. )�P•OII.1S-b,3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex lretlon Dale 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By - FIGURE 2; _ __ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Miem' rM el 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.-- - QBAY HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. A25'FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *� �CCNSE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDFIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - YELLOW SOUTHERN PINEWITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5AND BE A MINIMUM OF.125' - �pA THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '" '"`, KLEASTA25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •=`n $ /,r THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. Pam'•, STPT-OF t. F!'( ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.I'`rN,tly1L2R,�.E. FL P.E.#587DS --� 1.000• r--- --j t.000• r h1.00o•-I I--1.250•-1 - - --� 1.000- 1.000' �--- f--1.26s•+) 0 a 5•.125' 125' 2.750' 2.750• .125' 3.125' .125 3.188" Ilei 2.000• 200D' I .12T125' 5• 500' 265' t 125' ONLm-T �r r ,�D. r J E 1'X2'X.125'MULLION 1`X 2'X.375'MULLION 1'X2,76'X.37b'MUWON T X 2.75'X.650`MULLION 1'X3.125'X.5•MUWON 1.25'X 3.188'X.265'MULLION 1.26`X2A1-X.126•MULLION E z 6063-T6 ALUM. 8063-TBALVK 6063-T6 ALUM. 6063 TB ALUM. 8063-TB ALUM. 6683•T6 ALUM. 8063T6 ALUM. 'L XSECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION WCa ) o 0 '�{�--.125' •}y�--.125' -'1 I�--'.126' � 0 � .�-1 I I ' Z STANDARD CLIP I 2X5 ANGLE CLIP TABLE Z w� , 6063-T6 ALUM. Dimension Value Qn) For Mullion: 2.000' I I 8(X-SECTIION A 1.826 ? 2 W X-SECTION 2.125 U-CLIP 2.000' %SECTION Z I I 8083-TB ALUM. I ,125• B 2.854 1"X2'X.125' F^ U .125' X-SECTION L a Aluminum Q N `o C 0.895 Tube Mullion Z .125'j- D 0.740 goGo J.740" A 1.125 Z 6.500" B 2.404 1`X2'X.375' W 0 Y CUTHERETO .375" Aluminum .375' 3.125'-"f_CREATEF-CLIRSEE" MM. C 5.000' C 0'� Tube Mullion U 1-i-01 MIN. DETAIL F,SHEET .375'MIN. D 0.40D , Q�� Or--------Ir-------- .338'MIN. �------- A 1.875 $ 0 ��_ L_-__.-.__J A A I U-CLIP A _-_- B 3.DDO V X2.75"X ' '---- 6063-T6 ALUM. -- -------' 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 8083-T8 ALUM. D 1 118 'Tube Mullion STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6083-76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE ZWITHINWE TANCHOR HOLE MUST LIE TCPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUMANCHOR A 1.312 1'X2.75'X DASHED BOUNDARY,SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER.1/18'. B 3.000 ,850•SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE ' ----- DIAMETER:ANCHOR DIAMETER+1/16`. SHEETS 547 FOR THE C 0.478 Aluminum - - D 0.636 Tube Mullion - --- -- ANc11oRo.c. --�TABLE.B DISTANCE,MAXIMUM POT PaR# -- - -A- - 2.OD0--- _ 6.500' .375 ANCHOR HOLE Mull Dlmondon(shoot>� 1'X3.125'X PRODUCT-RBVISBD DIAMETER:ANCHOR Mullion Std.Cll 011eetCll UCII An IeCll B 2.637 50D•Alum m`ompinlywitht"Fili is .MIN. MIN. DIAMETER+1116' P P P 9 P C 0.863 Buildi..Cod. (�0�021 O MIN. 1"X2"X.12S'(5) 666M SM113M 6681118M 666243M 6685111N Tube Mug AmptanmNe 8• 3 D 1.137 pirei Date ?021 r---- -------I------------i 1"X2'X.376"(6) 666M 666114M BW1119M 666244M 666512M A 2.62S py .1"X275'X375"(7) 66W7 666115M 6661120M 668245M 666513 8 3262 13,18' o M . X25'X8 Mian Ddo Product -- --- - ---- -- .285'Alum - I I B -J - 1"X2.75^X:650 (8)-- 86808--666116M- 6661121M -866246M__668514M -____ C 0.862_ IUbe Mull 1"X3.125'X.500 (9) 86637M 6661116M 8661114M 888242M 868515M �YNN;&1z I I I - I I I------ I 1.25'X3.1B8"X.26S'(12) 66641M 6661117M 6661113M 666241M 666518M A 1.813 \ 't------' 121"Alum � 1.2B"X2.11"X.125'(18j 69370 WA WA WA 666517M ibbe Muli 1:•' 140.5670`i _ C OFFSETCLIP NOTES: - _;R• r. LU {/, LU .125' 6063-T6ALUM. - :'0.• V{ '0 1'": (r7 TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 5 A r 0' 4 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS$ANCHOR D.C.DISTANCE. '. �S ...... . 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN �SP:)�.E. FL P.E.#58705 --� 1.000" 1.000• r. 1.as2•-� '141" 062' •3B5' 082' re 4.000" 4.000' 4,000' .125'STANDARD CLIP `I o n 2.626' 2.080" 6063•TBALUM. I 2.126" 2.000' sY d XSECTION -CUP 2XSANGLE CUP I I 8083•T6 ALUM. 6063-TB ALUM. .125' .125' .125' XSECTION XSECTION .125• (V E m 031"t 7- ZN W .L .125'T .125 CENTER OF ANCHOR HOLE MUST UE WITHIN THE O "' �( .375' .165' 377'5' DASHED BOUNDARY.SEE SHEETS S20 FOR THE J LU ANCHO` 1 HOLE DIAMETER:ANCHOR D.C.DISTANCF_DIDI IAM TER+IMUM IA61. - IM co 1'X4X.125' 1'X4'X,375" t'X4'X.375" 5ram' m In aO O MULLION MULLION T-MULLION fi06SECTI N 608SECTI N 606SECTI348 N 375• 3,125'- �-CREATE F-CCCUTHERETLIP.SEE '37s �00T 37S h c J X-SECTION X-SECTION XSECTION _ MIN. 2 W J MIN. I DETAIL F,SHEET rt Z t2W I .375' Z W ' r___--__-I CENTER OF r_________ ___________� .375' - 1.250' t210" i i I i 1 I MUST E WITHIN j i MIN. THE DASHED I 1 Q J BOUNDARY.SEE Z V Q Of �p 2.076' --- --- SHEETS ANCHOR FOR I I ❑ N I I I I E THE ANCHOR O.C. F I --------I � < Z 3. I I I i j F DISTANCE, fn MAXIMUM z A .So w 3150' 3. i i I I i I ANCHOROLE i i LU O I DIAMETER: I I Q' •=1 ?C .10D' 0D' LL J LJ ANCHORl_____________________J ❑ 3----- DIAMETER+IH6•. Q Z 00.10D' 4• 4• rt L STANDARD CLIP U-CLIP 606346 ALUM. €Q' Z.-ZITNTHl ANCHOR HOLE MUST LIE 6063•T6 ALVM. 6083-TB ALUM. TOPVIEW--I.820" - --I.82D' F•-- --i .820' (� DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X3.25'X.100' 115•X3.25'X.624' 1.25'X3.04'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In)For Mullion: 6005-T6 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+Ilw. X-SECTION XSECTION X-SECTION 7 X4• F I Wa 1.25'X3.25" G 1.DD0 .125• G 0,500 X.624' 3.469• 5.500" H Z68D Aluminum H 1.438 Aluminum 2.681' .125' .375' 1 3.000 Tube Mullion 1 3.250 Tube Mullion 125• _ ,_1..877" - - -MIN. .37b° .F 3.187 1•%4'X F 2,825 1.25'%3.94' -,_ _ 1.37T I G 0.757 .3/S G 1.125 X.824' H 2430 Alunlwm H--1.508--Aluminum ----- �___ ___� I r_______...� 1 1 am Tube d'T' 1 3.2as complying 50 Tuba Mullion I I I I I F 2250 1.2V X 325' F 2.813 30'Be Mull Building Oode IUD the Florida 1 I I I I �.125' I I I I I O 0.750 X.100' F 2.876 45'Be Mull pcpliel eNo 2�) .t25' 45' 2.260' i i I i i I H f.500 Aluminum V D�Producf 30' I ! ; I ' H i IS I 3.250 Tibe Mullion B -- -- -- -- --- _ _3.250'45`BAY MULLION ----._-_ - 9.25T _ I I I I TABLED Dodo M' -- -- - ---.. I-- -- --- I - 'I --I--- - -. -I-` - 30°BAY MULLION 6D63•TBALUM -' -'--'--Mull Dimenalow----•-------P.OT.PariA \\\ 14 606-T6 AL NM. I X-SECTION I `- -----~ (sheet ----' - --��\--•(--YNN,,(gjl - Mullion Slid.Clip OgeetCllp U-Clip Angle Clip `� QCY •.. i/ T G OFFSET CUP V X4'XA25'(10) 89M 868111M S661122M 866241M 666518M J •125" 6083-TB ALUM. V X4'X.375-(11) 66010 668112M 6601123M 666242M 66651gM ,228"-J�-.981'-4 .228' {+,981•�{ TOPMEW VX4'X.375''T(11) 6=3 666112M 6661123M 668242M 886519M ` No.58705 NOTES: .740' _ �17t( 1.26,X3.2b'XAD0•(13) 20180 ONI127M 6581124M 0662410M OM115M - LY,1 1.26'X3.25•X,624' 14) 20161 0681128M 6WI125M 6S62411M 6665116M E IHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ONEN ON THIS SHEET, ( ^•O A U1.25'X3.94'X,824'(15) 20162 6881117M 6661128M 888241M 618117M 2)SEE SHEETS 520 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Deglee(19) 66649 WA WA WA 66051fOM 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degreo(20) 66650 WA WA WA 8685111M J'ACNN,�`�'►(1+�14kR;�\E` FL P. #58705 TABLE E A Mull Dimension PGT Pert# (Sheet#) Mullion Std.Clip U-Clip Angle Clip `- •125' i -�(- '125' --{1.--.125- 2"X4'X.25"(16) 66602 686261M 666271M 66(i5112M 3�a 2"X8"X.25"(17) 86804 .666282M 666272M 6665113M L STANDARD CLIP I U•CLIP 2X5 ANGLE CUP 6063-T6 ALUM I 6083-T6 ALUM. 606SECTI N �Y 2.000' XSECTION 2.125' XSECTION 2.000" XSECTION �`NOTES: 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125 1 .125' 125' $ m F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ZO w,N LA 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. . W 1.48D' _ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500, = g to CUTHERETO 5.000" 375' w o 3.500" CREATEF-CLIP, MIN, m Z co 2.000' .375' _SEE DETAIL F, .375' rC .376' O (D J MIN. SHEET4 U) J_ Z Z LU m r-------- ------ ------- -- -- ;-------------- I 9_ 1 I I I 1 cG p Z 4.000" U r T I Q -I-- --- --1- 3.438" E + 3.438" � T-_------I � Q rn o .250" 2"X 4'X.25' I I I 1 Q Z O Z N e- MULLION j 3.438" 6063-T6 ALUM. .3751 XSECTION i I I I I ------j MIN. W O B a L_ _ __-I___ _-._-___J _ _ L L_______________ � J .� � U) CO L- STANDARD CLIP 2X5 ANGLE CLIP Q Sc Q O O U�LIP,6063•TB ALUM. 2 Z CENTER OF ANCHOR HOLE MUST LIE 6083-TUALUM SED FOR 2'X4"MULLION.SHEET IB CENTER OF ANCHOR HOLE MUST LIE 6063•TB ALUM. ash m0 .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WTHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FORTHE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER r 1116. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 U78'. SHEETS 6-20 FOR THEANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000" 2.000" 3.500' CREATEF-CLIP, .375' I SEEDETAILF, •375' ,375' MIN. r-SHEET4 MIN. MIN. _ 375' I I I I I I I I I I I hGDUCT-R6V166D I -- -- w complying Avilh do Fla" Building - I I I I I I Aeceplenco No I 1 I I E imlion Tkde QOZ] I I 1 I By _I__ _I_ 4.688' F +--------I Mlul Dade Arm, 250. 8.000" I T- - 1 4 t 5.438' 1 1 14 -- - ---- - - ----- --- -------- -1 -- --I_- i 5.438- 5.43lr `-- - 2'XB"X.25' I I I P;• MULLION Wa3-TB ALUM I I I 375' y XSECTION � - - L------------ -----� MIN. _1�• I LR; qORIDP- STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �QS .250" 6083-TOALUM. 6063-TB ALUM. 6083-T6 ALUM. �//`�/1((,)NM-���� TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW A.LY t3 FILLER,P.E. TOPVIEW FL P.E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.0/-80.0 PSF. - 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING e NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.k� � o SEE SEE FROM TABLE 3A.SHEET 7,THE 1•X 2.75-X.375'MULLION(LENGTH=72,OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD a"g FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. V PRODUCTS SHEETS � o� APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.650-MULLION(LENGTH=72.OPENING WIDTH=70-)HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE Tx' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION L TH 4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 w Ts m F- ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N to 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 UJ SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? 11z1 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. W io Tn IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION.SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. W o 0 NO ANOHOR61N VIINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: j co /n S2•--{ 32• 636 LBS ~ J -I MULL WIDTH (60 PSF)X( >=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) 7 OPENING WIDTH 72.7 PSF 2 z m cL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL.THE WINDOW FRAME DEPTH IS 2-3I8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01.55.0 PSF. J o z a � { FOR THE VERTICAL MULLION: Z Q N o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+l'=105'AND THE OPENING WIDTH IS 36'+36'+1'-73'.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2J1B'AND WILL ( J 9 O B EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF*50.0f-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W IL Y FROM TABLE 3A,SHEET 7,THE 1'X2.75'X.375'MULLION(LENGTH=106•,OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.15.1 PSF MULL WIDTH---�t- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U 4 FROM TABLE 12A,SHEET 16.THE 2'X 4'X.250'MULLION(LENGTH-108',OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/.8q.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z s:N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. p � DETAILS, Sa 32LFENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3S'+3S'+2•=74',NOT 73'AS PREVIOUSLY 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBEREDUCEDTO MAINTAIN , �- , THE 73"DIMENSION(35.112'+35-1/2l+2'=73'} 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 i CONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL �- USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF ID50 LBS WHICH IS GREATER,AND MULLION - -SEE -SEE LENGTH DETAILS, DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. A SHEETS z•3 SHEETS FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT _BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY•ANOTHER -- FOR -— - —- --- - ---- ---- - -- - -- _ --- NO Z. 72• MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED- - ---- 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72'+2'=106.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAYBE 09 wmply' �ALh Ore Fleft USED.FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250'MULLION(p LENGTH=42",OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Ae .-No 6•02/S•0,3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. G piralion Dale 'W2( SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8• By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH M_DDdehodaet 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \1 1 I I I I/ ANCHOR CAPACITY OF 521 LBS:-- -- - - - - --- - -- - --- - -- - ---- - -- ---- -- - - - - - -- -- - --��0 pNt 1.YNN- z ,���i 3a,HORIi. 3s,HORIz. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-0LIP SHOWS THE ANCHOR �� •''\\GEIJSg '��� L ULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. %�:• No.53705 FROM THE ABOVE STEPS,OUR MULLON DESIGN PRESSURE IS +/.64.7 PSF FROM THE VERTICAL MULLION; I :• /U; +1-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO CMU; ;O 11 +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). AfE THE LOWEST DESIGN PRESSURE IS+/.84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '••,FCOIi\OP.•'��;. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYIJN MILLED,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: o � I �' o I PW PW �d$ PW 717 N SHIDH SHlDH SHIDH SH1DH I s$m r lu N N Q Q Q Q zDl0 moco LOADING OF VERTICAL MUWON LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSHINGED J DOOR � OSGD Z to 1 LOADING OF VERTICAL MULLION ? '$ I W 5 Z PW 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d PW iZ Q O) p I Z N Z a0 PW PW PW OOP PW � O N N Q QSH/DN SH/DH Q Z tO LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION / PW PW HR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL,MULLION LOADING OF HORIZONTAL MULLION -" -- - HINGED - - -- - - - - —I UCT REVISED -"-- --- --- --- .-NOTES: PW I - --- — -- ----- 4!t0i7 DOOR -- EVIS. -- _-- I ---- ,u wmplying xith lln Florida -- I 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Amplanw Na p j PW CONFIGURATIONS. imfi Dale 20 PW CONFIGURATIONS NOT SHOWN By o o THAY BE OSE SHOWN. FROM Miaun' L•mdua -- - -- -G-�--- -///��� -- - -- - - /- - -- - -- -/ --j- - - - -- --/ - ---- - - - -- - - -- - -- -- CA -2)IF-THE LOADING TYPE NNOT ��� YNN !�!i BE DETERMINED,USE - -�- 1....•.-M/((F�i�J— PW RECTANGULAR LOADING. ��,�, �,GFhJSF •.,� PW PW •••14'�_ 1 3)SEE PRODUCTS'APPROVAL FOR /'' No,5870`'+ ACTUAL ANCHOR LOCATIONS. = _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I "' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS L(!`'5ST,1TC OF LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNP{�Ifr� R,'O.E. MULLION MULLION FL P.E.1168705