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HomeMy WebLinkAboutProduct Approval (3) . i M IAM I•DADE lfIAAH--DADE COUNTY,FLORIDA \ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208. BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 . F(786)315-2599 ' Tr' CEPTANCE (NOA) wmv.ntiamidade.gov/economy (PGT Industries,Inc. 1070 Technology Drive orth Venice,FI.34275 SCOP This NOA is being issued under the applicable'rules and regulations governing the use of construction materials. The documentation submitted has been reviewed.and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-bade County and other areas where allowed by the Authority Having Jurisdiction-(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted marmer,the manufacturer will incur the expense of such testing and the AHJ . may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code., This product is approved as described herein, and has been designed to comply with the Florida Building Code incltrdithe Hi h Veloci Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion-L.M.I. ,APPROVAL DOCUMENT: Drawing No. 6300JR,titled "Impact--Resistant Aluminum Tube Mullions", sheets Ol through 25 of 25,prepared by manufacturer, dated 08/29/1lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lytm Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp Nvith the Notice of Acceptance number and Expiration date by the Miami-Dade untv.Produet Con rol Section. MISSILE IMPACT RATING:Large and.Small Missile ImpactResistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County.Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER.IVIINATION of this NOA will occur after the expiration'date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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 Jaime D. Gascon,P.E. NOA No. 14-�1163fli M1AM1 DARE COUNTY /" r �y � Expiration Date: May 2G,2016 NOONi ' .._(.�...- Approval Date: February 12,201�a Page_-1� 1 . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infltration 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 ihullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RE R). E. MATERIAL CERTIFICATIONS .1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the TBC 5°'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. Rime D. Gasco ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc,, dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subs nitted under previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13--0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion--L.M.I.",•approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TOA TION IS UNI 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......................... MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 �• O ELEVATIONS................................._ rc FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL T02X WOAD............_........_2 Sz i v MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MSTALLTION NO ON RY.............2 MULLIONS -� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTEs.............._2 LL A DETAI RECTANGutAR NOT HAVE A GAP OF MORE THAN 1/4°FROM THE CLIP, MULL TO MASONRY_.....................3 SHEETS 2J SHAPE MULL TO STEEL STUD.._..............3 N m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL....................._.........3 $' F DESIGN iPRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Ul00.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS......................._....3 U)ALTERNATATE CLIPS...................4 US IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. Z BAY MULL INSTALLATION.............4 O F- IX2X.125 MULL SPECS...............6 ? 2 i 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS...............6 / 1 INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS......._.7 o (n 1� 1X2.75 X.65 MULL SPECS............5 Z '�o SEE ADHRU G; Y / I I /IV 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_..._.9 m O o __ _ _ _ \ sEe oeraLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS..........._.10 (- co SHEETS 2-3 _ _ i IATHRUG; ON LY TWO ADJACENT UNITS ATATIME WHENUSING THE 1)ESIGNPRESSURE AND ANCHORAGE TABLES.THE LOWEST DES IGN 1X4X.376TUBE MULL SPECS....11 SHEETS 2J 1X4 X.375 T MULL SPECS........11 > --1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X3.188 X.265 MULL SPECS 12 7 OPE ING VERT. HEIGHT 1.26 X 3.25 X.100 MULL SPECS-...13 Z W g m � LEMULL FOR NGTH Hoa;zoNrAL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.45 X 3.94 X.624 MULL SPECS_...14 W MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4 X.26 MULL SPECS...............10 J Q o° o rcZ SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.-ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS...............17 Q d' SHEET3126 X2.11 X.125 MULL SPECS....18 r c- AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT I- F Q o 30°X 3.26 DAY MULL SPECS.........10 REACTIONS. 45°X 3.25 BAY MULL SPECS......_.20 ZQ O Z 00 ZZ MULLION&COP DIMENSIONS...._21.23 1- Z m ;500 o FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2......._......_._.._.__24 l!) J 0 0 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.._.................25 (1) 2Q BE OF ANY TYPE. MUST 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z MANFAACTURED (A ca UF BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U 0 Q O O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d.. Z U) (1) SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. a m af m� HORIZONTAL AD,G,H; MULLSHEETS 2J 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL-. PRODUCTRBVISED 0 wlnplyin9 whh the mride -HORIL MULL LENGTH--1 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH IGA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Bua ft Cods MULL r—OPENING WIDTH---I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A.ptalwN. DS.• 'I LENGTH _ MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/Fn FOR THE OPENING OBTAINED IN I De l�L l/ OPESTEP 1). C7< .^ ._a� HEIGHT V1(nml Bde Pr6duc(Cunlrol FOR 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE OPENING ANLL // REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE.ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT LENGTH J HO LL VERT. 11111 111/I/ MULL f/ JY f/ MULL LENGTH ��� aO.......... L 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE � •(\............ ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� P?•' OccivSF•�!l�.� CAPACITY IS MET. >'c: OPEN_], PENWIDTFI I - N0.50705 ••7'C SINGLE MULLION SINGLE MULLION FOR VERTICAL A1ULL I. 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED 1N THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L861FT')FOR THE :. _] OPENING WIDTH IF` OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-D FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 'O.(�•'. 1 c 55. •((7�� FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %(� '•.'........... (0171DA,,.•'� CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' Ss ...., PRODUCT ASSEMBLY. i"1�O 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. NAL G A.LYN{ MILVIIN,,IP.E. FL P.E.0 58705 DETAIL A: DETAIL B: A1uLuoN Ys ° MULLION TO 2X WOOD BUCK MULLION TVP.ANCHOR R'! MULLION ATTACHED TO 1X BUCKSTRIP Z g w PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY AND -SEE SEE TABLES 1B-16B ATTACHMENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1, I ca SHEET 1. I MULLION I I U) N W 6 I I I I ':.•:.'.. Z U) SEE SHEETS o ° MIN 2.7 KSI '• EDGE O ERHER THE I I I 21-23 FOR HOLE d Ij' 1 I CONCRETE OR CMU I •. I DISTANCE, ,Jj W STANDARD E - e I LOCATIONS I I F---�FSEESEETA13LES 7 - 2 STANDARD a EDGE o I I ° EDGEDISTANCE 1B-10B D.'E U) OFFSET CLIP MAYBE I DISTANCE e I FOR MASONRY W Q p Q INSTALLED BY d FOR WOOD I I I ANCHORS m M F-- ITHISMETHOD. ° SCREWS �00•MAXFOR °od I I SIDE VIEW Z m J ALL MULLIONS a d O J EITHERTHE F- 0 d ° ° STANDARD OR U d a 2 ° OFFSET MULL ? 7 "� ° ° � ° ° ° d CLIP MAY DE � Q'.� •� B W d o e INSTALLED BY �S ` 1Z a e EXTERIOR THIS METHOD. J e a 4 EDGE d a DISTANCE o F- Z e :0 FOR ° ea Z O a N O MASONRY o Q Z ^ a TME OFFSET CLIP IS ANCHORS �' ~S CD'O /�fJ RECOMMENDED FOR —Q! e O✓� -4 FIN•FRAMED _j N o p' EXTERIOR W NDOWS,BUT AtAY e w ALSO BE USED FOR r OTHER FRAME TYPES. U Z Q OO (L8 �Z.0,0 TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, TYP.ANCHOR SEE TABLES 18-168 PERSUBSTRATE, SEETA13LES 1B•10B SEE TABLES 1B•108 EDGE/END BUCKSTRIF �Azf DISTANCE AND 7— SEE TABLES ATTACHMENT EMBEDM1 ENT BUCKSTRIP 1B-108 - BY OTHERS, AND EMBEDMENT' SEE NOTEI, ATTACHMENT I •,., . SHEET I. • .r< .. - BYOTHERS, .. • r SEE NOTE L SHEET 1. h11N 2.7 KSI CONCRETE OR CMU PRODUCT REVI9BD SIDE VIEW FRONT VIEW mwi pl iingelrhh the Florida BuilFRONT VIEW Em4 pTao�� INSTALLATION NOTES: :'AirUde Product Conlro 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\���NONY LYNjV ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE . Q�.•'•LICENSE•.�llc�ii FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. *' _- No.58105 '•�� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �p•., Si Jrj:••��\ T F 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIAMI•DADE COUNTY APPROVED ;�S•'•F�ORID�,.•'• ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. ASL N r 1I4ER�.E. FL P.E.#58705 DETAIL E: © � a MULLION TO MULLION MR 't DETAIL C: 1zsMl"' INTERSECTION NOTES: o� � MULLION DIRECTLY ATTACHED TO (U-CLIP) =w$ a MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN-TEE'OR-CROSS' 0- (STANDARD CLIP SHOWN) INTERSECTIONS. kyao VARIES oZ = U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. Lo m I I TYP.ANCHOR N EITHER THE I I PERSUBSTRATE, - 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 f STANDARD OR I I SEE TABLES 10-130 FOR CORRESPONDING MULLION. U) m OFFSET MULL I TOPVIEW Z " cq CLIP MAYBE I I j EDGE DISTANCE MULLION 0 INSTALLED BY II I e' FUl OR MASONRY --I UI THIS METHOD. I I ! VARIES J T ANCHORS I � I N12 STEEL SCREWS, n `\SELF-DRILLING OR PREDRILL �C o MULLION AND USE SMS W m pO O /J 5 v) M J (f \ MULLION F• Z EXTERIOR °a THE OFFSET CLIP'S EDGEDISTANCE ° \` Z U m > FOR MASONRY i„ RECOMMENDED FOR $ n> ANCHORS FIN FRAMED LINTERSECTION W ° WINDOWS,BUT MAY9 ALSO BE USED FOR U•CLIP -� J F o O rcZ 8' a OTHER FRAME TYPES. EXTERIOR Q Z T-• TYP.ANCHOR d Z Z Q N PER SUBSTRATE, d Q O-•Z W,O SEE TABLES I8-138 - .7YP.ANCHOR SEE SHEETS 21-23 FOR �y FQ•` o0 0_ PER SUBSTRATE,' HOLE LOCATIONS J 0 0 BUTA TTRIP SEE TABLES IB-130 FRONT VIEW EDGE LLIQ STANCE .... BY ATTACHERST E SI TABLES F SEE NOTE I, _ 04313 _ Q Z Q O 0 EMBED'MENT .• SHEET 1. .- � EDGE D-$ Z m O S'.O DISTANCE. 9p. u MIN 23 KSI CONCRETE OR CAIU F^~SEETABLES SIDE VIEW S—'" �mQ. MIN 2.7 KSI CONCRETE OR CMU IB-135 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: i TRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, SEE TADLES IO.73BRODUCPRBVISED 2)QUANTITYOFANCHORSANDMULLIONSIZESHOWNABOVEAREFORPICTORIALREPRESENTATIONSEESHEETS Ic wmn1y1n51vhhtheFiorida ONLY.BECAUSETHE ANCHORCAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR uldtn$'dc qqCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HOLE ��prm jI- LOCATIONSFOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIORCLIP MAY BE USED. �� — Da �3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION -.�) ® Ilond BdeProduct Can!m4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,'SHEET 3. EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED DIS ANCEs �`�-��..ELCOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCHORS. R STEEL STUDSTHINNERTHANFRONT VIEW GA AND COMPLIANT WITH THE FL BUILDING ID-13BODE,A 2XWOOD BACKER MUST USED. - ATTACHMENT BY OTHERS. NO.58705 y+- USE WOOD EXTERIOR SIDE VIEW -0 �f NOTES: - •; 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '0T••. STTEO ANCHOR VALUES MAY BE USED. - �:�5 '•F�0RID P•,.•' 2)SEE CORRESPONDING MULLION TABLES, NAL CN�'`�� SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN EMIL 1LE`�2,P.E. FL P.E.H 58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o oo oo w SEEDETAILSA-E, 02 Z U SHEETS 2AND 3 FOR INSTALLATION 30' TO SPECIFIC SUBSTRATES. BAY M MULLLL N MULLION Y o OD O O Z O LU O OO O 1 O O O O LU W O O TOP VIEW SIDE VIEW W U .o O SHOWN WITH rX4•X.126• TOP VIEW I I j z M MULLION I I I f- ZIDJ I I I TYP.ANCHOR F EXTERIOR i I i /' PER SUBSTRATE, 7 U; m b I I / SEETABLES 168 OR 160 Z �� u I TYP.ANCHOR STANDARD MULLION CLIP I I r'-PERSUBSTRATE, I I I EXTERIOR :3 1-0 8 Z MODIFIED TO FIT FIELD 1 SEETABLESIB-14B CD 1 Q z r CONDITIONS. I I I I I ;: � 1 Q I I 12•X S'ANGLE CLIP, F' 2 .Q 83 1 I 1 I I I 2 PER MULLION END,MUST BE QZ N O I I I I I INSTALLED INSIDE OF BAY MULL. 00 p MULLION I I 1 1'�ftft yo 0 fill 1 II I (n JJi o o� \ 1 II I I J _ Y y a. II I 1 2-X6•X.126- 1n W II I I ANGLE CLIP, () Z `Q O O 1 I I I 2 PER MULLION END, Q ` 1 I I MUST BE INSTALLED Q'- Z I INSIDE OF MULL. = m0yo I xE W m� I TYP.ANCHOR PERSUBSTRATE, SEE TABLES IB-14B INTO WOOD, (� STEEL,ALUM INTOWOOD,STEEL; STANDARD CLIP TO BE - EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. li EXTERIOR EDca�yp on �- `®` IIBIOton dlupjGodo 1111111eI+iodda 4-� F A� w 1110s.01 ® INTO WOOD,STEEL, I L• 06 024 Q 0 ® ALUAI,CMU OR MASONRY y DGE HO CEECHOREDGE lakDISTAN DISTANCENOTES FOR INSTALLATION OPTION G&H:PERANCHOR ;Q$�� '•LICENSF NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. N';• �`;• ND.58705 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE - 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. •/e �`' LOCATIONS. Z:� � --D rn __ 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. - '• ) �� S 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =Q S-gTE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %��s'•.F<OR1DI!.• G\���� YT \ ANILLER,P.E. FL P.E.4 68705 TABLE 1A off w Mullion Capacity Table Ibelfta ���5 F» OponfngWidth(for vetllcall spemirgmullions)orOpeningHaight(forhorllvnialy-spanningmullions) two LL 601n 601n 701n Bo In 001n 1001n 1201n 1401n 1601n Rectangular Prawn". Reclangular T,.Warlanp. Rectangular TepRdenp. Rettwgular TrapRda�. Reclanguiar TraplTdang. Reclsngular TroplTdeng, Reata rplu Trap.-long• Rul.nadar T1eplTdenO., Rectangular Trap/Tdang. �Yax w 1 X 2 x.126 Loadrg Loading Loading Loading Loadn9 Loading Loading LOadn9 Loading Loading Loading Loading Loading Loading Loadng Loadin6 Loading Loading oz i O Alum.Tube r F P g € F _ .F a _ F _ t P .• Mullion a a� a s a $ �� a •g ag s �A N a a a 3 a ^ s b e� or o b a s s 9 a or o 4s a 4s S ill 0 ril 421. 111.9 409 129.6 112 91.2 408 116.6 315 79.0 408 107.0 321 69.9 408 104.4 119 62.1 408 104.0 319 65.9 408 104.0 319 48.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 J LL 481. 74.9r20-0 83.8 268 62.4 312 73A 252 53.5 312 67.0 248 48.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 01.0 244 _ 2i i5 U) 50.625 In 63.9 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 261 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 w (Do O L F- 54 In 52.6 67.5 207 43.9 247 49.8 202 37.6 247 44.6 '199 32.9 247 41.5 196 29.2 24T J9.4 194 26.3 247 38A 191 21.8 247 36.1 193 19.9 247 38.1 t93 18.6 247 18.1 19] ? M C 60 in 38.4 41.2 170 32.0 200 35A 166 27.4 200 31.5 163 24.0 200 28.0 160 21.3 200 27.1 159 19.2 200 25.0 157 16.0 200 25.0 168 �631n 33.1 35,3 155 27.6 181 30.3 152 23.7 101 26.9 149 20.7 181 24.5 S10.4181 iM 16.8M 66In 28.8 30.6 142 24.0 165 26.1 139 20.6 165 23.1 1J6 18.0 165 21.0 $ Z m 721n 71.2 139 23.3 120 10.6 139 19.0 116 16.9 139 17.6 110 g IL v M 761n 18.9 125 19.7 109 15.7 125 16.0 107 J 781n 17.5 118 78.2 104a-- Z Q rn o Nr TABLE 16 ANCHORCAPACITYADJUSTMENTFORMULA: F.Q., LO sZ 'o o Anchor Capacity Table(lbs) ANCHORCAP.,,r,,,,,, N oo�`- Subslmlo: 2.7K Concrclo 3.5k Cone. NOgaN CMU Ried CMU PT Wood Melsl (DP„)X( )=ANCHOR CAP.;,, CIO a- MULLION CAP.,,r,,,•„ _ AnclwrTypo: 7116'Eko UlOacon 114'Eke UlUecon rJi6'Elco 3716'Ela Ulbacon i!4•F.ko UlVacon 114`SS Eko 5116'Elto 114'SS Elco #IO Sleol #12 Steel #12S X Y Y Anchor clip Patterns Ul9econ Aggn:Golor Ulliacon Agg,oGalor Scmw(G5)S-Y(G5) Scraw(G5) USETHIS FORMULA TO OBTAIN THE^ANCHOR N Ed90 pslenoo Onk 1' 2-11T 1' 2-112' 3-ve• 1. Zan• 1• Zan• 7 3.116• 2• 0.48' 0.54• 6.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X Q Embednenl M): i-3/4' 1-14' 1.314' 1-314' r 1.114• 1-714• 1-114• 1-114' 1-114• 1.1/4' 2• 1-/8• 1-78• lodes ACTUAL PRESSURE REQUIREMENT FOR THE Q a- Z O Q 2A.N.494.75hiin.O.C.l Slondanl w0bal Clip(Fig.1f. 310The 390 lb, 4501bs 890W 1644 lb, 270 lbs 280lbs 354 lbs 740 lbs 374Ibs 6N Ila; 946 Ib. 341 lb. 442lb - 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION ds O s,OO 4 Anchors 1.15'A1In.O.C.1 standard(or OOsel)CSp(Ftp.2): 4801bs 700Ibs wn WA WA NIA 3801bs wA NTA WA WA WA 662 lbs 985 lbs 1120 lba CAPACITY(FROM THE TABLE)OF THE SELECTED -- K m� 4 Anctws®3•Mi..O.C./(2)245 Anglo Clips I(Fig.3): 780Ibs 760ros 6801bs 1560Ibs 1696 ms 5401bs 560lbs WA 760lbs 746 lb. emu 1092 lb, 602 1b, 886 Ito 11201bs MULLION.I7 WILL YIELDAMINIMUM ANCHOR €€ 2 Anchms @ 0.45'hiln.O.C.I U431p•Inlo.125'Alum.IF ID.4r Wn wA wA wA WA wn WA wA WA WA wA WA Nm NrA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY - 1 AnchorIAlu"(Fip.S): 185lba 1951W 225 @1 4451bs 8721bs 11516s 1401Ds 177 @s 3701os 18T Iba 332lbs 4731bs 1701bs 2zum 26o lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.15'Min.O.CJ F471p(Fip.B): 2401bs 35016s WA WA WA WA i901bs WA WA WA WA WA 341 Ib9 Ad21bs 6601bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT•RUYISITD S e e as co nply!ng laiih the Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. U.ndl".�Pw-�.wcvnjrolj ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' f-- Ac2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,FIGURE3: Aitmf D 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. 2.000• ��7l 1 I I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 125' .��`'��ON•"• N Ile"" i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Y�,.•' L7CENSF CONCRETE BLOCK UNIT(CMU).SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERNPINEWITH ANSGOF0.65.ALUMINUM SHALL BE6063-T5 AND BEAMINIMUM OFA251 I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT _ No,50705 •-7r ( ) 1'X2'X.125'MULLION - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND C(_ - THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ATE ZONAL LNG' A.LYNIJ IUM�R,P.E. FL P.E.#58705 TABLE 2A a�hgry Mullion Capacity Table lbs/fe Opening Width(forwNcely-sparring mullion')or Opening H11ght(for horizonlaly-sparring mullions) 501. 001n 701n 60 In 00 In 100 in 1201n 1401n 1601n �. O 0 o f: Reclargelar Trepi-ram.g. Rectangular Trap'Tdang. Reatanguler TraprTdang. RWangidar Tmprr0ang. Rectangular Trap'Tdang. RactmGLI r Trap'Tna.g. Reol..Mplar Treyrdang. Reeta,gulor Tr.P/Tdaeg. Reetangular Traprtdang. qo g 1 X 2 x.375 Loading Loading Loading Loading Loa011g Loading Loading Loading Loading Loadlrg Loadirng Loading Loadig Loading Loading Loading Loading Loading 02 Z U Alum.Tube a 2z a s= �' 'o.. a .. .. '�,. Ac .. �d., fid ,. v.. g .. '� ^. .. 04 Mullion S g � g �g �, x �J � Lv s z �° I�I-- 421, 170.0 620 170.0 435 161.3 012 170.0 478 129.7 662 170,0 We 113.6 612 169.6 518 100.9 662 166.9 617 90.8, 662 168.8 617 76.7 662 1669 517 64.9 662 1(168 617 68.7 062 1669 517 O Ud 481n 121.8 607 138.0 418 101.4 507 1162 410 08.8 507 108.7P7241 [2.9.2 507 1026 399 67.6 607 99.6 397 60.8 507 99.0 398 50.7 607 99.0 396 43.A 607 99.0 39d 360 607 99.0 396 lL J = 60.625 In 103.7 456 114.6 370 80.4 456 99.9 371 74.1 456 90.6 456 84.6 360 67.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 458 80.0 356 324 456 80.0 356 2 "3 H 541n 85.4 400 93.3 338 71.2 400 80.9 326 81.0 400 727 400 87.3 318 47.6 400 64.0 316 427 400 623 314 36.8 400 61.8 313 T12.9225 81.8 313 26.7 400 61.8 313 LLI p O { 601n 623 324 65.9 276 51.9 324 57.5 270 44.5 324 61.2 324 48.8 260 34.1 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 40.5 253 19.6 324 40.5 253 F c0 J Fn 131, 63.8 214 57,4 252 44.6 294 49.2 246 36.4 294 43.6 294 39.8 237 20.9 294 37.1 234 26.9 294 35.2 232 224 294 33.5 230 33.4 230 16.8 294 33.4 230Go In 46.6 268 49.0 230 39.0 268 424 225 33.4 268 37.5 268 34.1 218 260 268 31.8 215 23.4 268 29.8 212 19.6 268 28.0 210 27.7 209 14.1 268 27.7 209 z (n yM 721n 36.0 225 37.9 196 30.0 225 322 191 26.7 225 28.4 188 225 25.8 185 20.D 225 23.5 102 10.0 225 221 180 16.0 225 20.3 177 19.6 176 11.3 226 18.6 776LU7 30.0 202 32.0 177 25.5 202 27.2 173 21.0 202 23.9 170 18.2 202 21.5 167 17.0 202 19.7 165 15.3 202 10.4 183 128 202 11.7 160 15.8 158 9.6 202 15.9 158 J � u rc�Z 781n 28.3 192 29.6 168 23.6 192 25.1 165 20.2 192 220 102 17.7 192 18.7 159 157 112 161 157 14.2 192 18.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.8 192 14.2 150 Q J r F- -.1 901n 18.5 144 19.0 128 16.4 144 16.1 126 Z Z N Q Z 60.0 961n 15.2 127 16.1 113 e0 n� TABLE 26 - ANCHOR CAPACITY ADJUSTMENT FORMULA: M ° o' Anchor Ca act Table Ibs ANCHOR CAP.,,,,,,,, LU x `1 Y Substrata: 2.7k Concrete R&I'VEW a. - Hcliew CIAU Filled CAIU PT Wood Metol (D wj X( )=ANCHOR CAP_ N 4n (n co 1/4lco 5'16'Eko 1/4'SS Eko 1110 Steel 912 Steel p12 Sled MLLIONC . xAnchor Clip Patterns AnchorTypo: 116'ElwWracan 114'Eko UlDecon3/10'Elco Uameon i/4'Elco Ullrecon Qn AggraGt UlW Etc A9pe0a1« Screx(G5)Screw(G5) Scrow(G5) USE THISFORMULA TO OBTAIN THE"ANCHORZEdge oistenca M): f• z-uz• f' 2-ur I• 2-vz• r 2-1rz• 2• s•va• z• /.4e• 0.61' .324` CAPACITY REQUIRED•CORRESPONDING TO AN d H Embedment OnC 1-04- 3.0Ite 1.0I 1314' 1-114' 1.1/4` 544 40lb 1414'77411b 1-114' 2' 13/8' 318' conks ACTUAL PRESSURE REQUIREMENT FOR THE 0..ii „ 0��2Anchora®4.75'Min.O.C.I31orMard«O6smbedm1 Clip nt ony. 3901Ds 3901Ds 4501ba a901bss 2TO IDs 2e01bs 3541hs 7401bs 37d lba 6611bs 9401bs 341 lbs 4421bs 5601b. OPENING,WHEN IT IS LOWER THAN THE MULLIONF E4Ancho.CI.Whiln.O.C./Standard(or Offset)Clip(Fig.2t 46016. 7001ba WA• N/A WA 3601ba N/A NIA WA WA WA68216sBp51bs 1f201Da CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®Y Mi..O.C./12)245 Angie Clip./(Fig.3p 780 Ib, 7a0Ib. 660 In 1510Ibas 540In 5W In WA 160 in 748lea 860In t6921b. 68z lbs hes In 11201ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor:@ 0.45-Min.O.C.I U 01p,Inte.12S Alum.(Fg.4k WA WA WA WA WA WA WA N/A WA WA WA WA WA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anoh«/Fa,,(Fg.6): i951bs 1.in 121 IM 445Iba 135 Ibs 1401bs 1771bs 370 Iles 1871Ds 332 @s 4731M Votes 221 Lbs x801tu ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchaa @ 1.15'Min.O.C.FCJIp(Pip.ii 2401bs 35016. NfA WA NIA WA 1Do In NIA N/A N1A WA 141A -341M 4421bs 560IDs - ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCrREVISUD FIGURE 1: FIGURE 2: TABLE NOTES: .3- IYln3 Whh 010 Florida Building Coll* 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AptmCOF')0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 41=1 ado Pr ucl Control FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \1 I I I I I I FHOLES TO BE DRILLED IN IGURES SHOW SUGGESTED.FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. APPROXIMATE HOLE LOCATIONS. 2'0 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .375" Qar • �\GENSF •,�•F CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED _ ; No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _ 0 'X 2'X375'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1 . - LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "b' �� �5 U TI4E MATERIAL.1110 8 1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �'• °fATE V FLORID?.•' sS�ONAL.��\ A.LYNN MIL126,P.E. FL P.EA 58705 TABLE 3A aN d Mullion Capacity Table(lbsille) Opening Width(forveNcelly-sparvingmulions)orOpeningHeight(forhoi(zontally-sparvingmucions) 6010 OO in 7010 8010 9010 10010 120 In 140hn 18010 ��$ p Rectangular re no. Reeterguler TrepTdeng. Rectangular 1. "s e,mo Trap7dono. Rectangular Trep'I6ang. Reclangtler TrepfiOeng. Rectangular Trop7rdang. Rsclangdar TrepfTdeng. Reclenguiar Trapll}Iang. ��daoe � 1X2.76X Loading Loading Lee no Loading Loading Leading Leading Loxdng Load-.g Loading Loadng Loading Loading Loadng Loading Loafing Loading Leedng e2 i V .376 Alum. ^ Tuba '-f f.. •ic '�' su '' ' ... •a 'u,. a o„Mullion li 8 E 8 8 E E E E E y 8 E 6a� }�t.§L; 6 }figt. 6� yput• 6� 6 }7y��r 6 }.y15i 6 .$J$ 6_ yet. fi ¢. 6y1 6� e•ryg 8�y •qg }fit 8� 6� }6t6a� Ike• 611 E'x I- �@ f K s�. d ��. d EE did f - rc d f d d @ di d Z mnm 1�1-- 421. 170.0 620 170.0 435 t70.0 744 170.0 470 170.0 8611 170.0 We 170.0 071 170.0 519 170.0 Me 170.0 621 170.0 1240 170.0 521 148.7 1301 170.0 521 f27.5 1301 170.0 521 111.5 Met 170.0 521 O W J LU 481n 170.0 708 170.0 524 170.0 850 170.0 694 170.0 902 170.0 630 170.0 11'3 170.0 661 161.8 1139 170.0 677 138.8 1139 170.0 090. 11'19 1139 170.0 680 97.6 1139 170.0 690 85.4 1139 170.0 680 0 7n 60.6251n 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747, 117.4 1032 170.0 756 97.9 1032 170.0 756 113.9 1032 170.0 768 73.4 1032 170.0 756 W O O 54 In 170.0 797 170.0 812 161.3 007 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 9D7 140.0 709 69,1 907 140.0 709 60.5 907 140.0 709 m 0 1- M 601n 141.1 735 151.5 625 117.6 73$ 130.3 611 100.8 736 116.0 699 88.2 735 106.2 590 78.4 735 09.6 583 70.5 735 95.1 678 68.8 735 01.8 514 50.4 735 9f.8 574 44.1 735 81.6 674 F_ J 03 in 121.9 666 130.0 570 101.6 666 111.5 557 87.0 660 98.9 617 76.2 668 90.1 538 67.7 666 03.9 531 60.9 666 79.8 526 50.8 668 75.8 521 43.5 066 75.6 621 38.1 666 75.6 621 t W m 2 6610 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 05.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 442 607 63.4 470 37.9 607 62.7 474 33.1 607 62.7 474 Z d z° e C j 721n 81.6 510 85.9 443 68.0 511) 73.0 431 58.3 St0 84.3 428 51.0 510 57.9 419 45.4 510 W.3 413 40.6 510 50.0 408 34.0 510 45.9 402 29.2 510 41.4 399 25.5 510 441-3 399 � d W 761n 69.4 458 72.5 400 57.8 458 613 392 49.6 458 54.1 385 43.4 458 Me 378 38.6 456 44.6 373 34.7 458 41.6 368 Me 458 37.7 362 24.8 458 30.0 359 21.7 458 35.7 358 J J� U �Z 7810 64.2 435 67,0 381 53.5 435 56.8 373 45.9 435 49.8 308 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 28.8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 1- 7 r 901. 41.8 327 43.1 200 34.6 327 36.4 285 29.9 327 31.8 28D 28.1 327 28.3 276 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 212 14.9 111*3 251 Q Z N 9610 34.4 297 35.4 257 28.7 267 29.9 252 24.8 287 28.0 246 21.6 207 23.1 214 10.1 287 20.0 240 17.2 287 19.3 2J7 14.4 287 16,0 2J2 cq 00"O Xa o B 108In 24.2 227 24.7 205 20.2 221 20.6 201 17.3 227 18.0 190 15.1 227 18.0 195 W N III In 22.3 215 22.7 194 16.6 215 19.1 191 15.8 21S 16.0 180 r cq 1201n 17.6 184 iZ9 187 U X Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d s� Z mC)s.� Anchor Capacity Table lbs ANCHOR CAP.,f:_ u S6halmle: 2,7k Concrete 3.5k Caw. Hollow CMU Filled CMU PT Wood Metal (DP..)X( )=ANCHORCAP.- "r5� �m� 5118'Eko 1!4'SS Eka 5118 Elco iib'S5 Eka 010 Sleei 012 9leal 012 Steel MULLION CAP.,,c,,,,a, Anchor Cllp Patterns Anchof Typo:K48.0lbs o Uilmcon 1/4'Elco UlDacon Ullrocon Yts'EIco UlUacon 114'Eko UlVacan AggreOelor Ullmcon AggreOalor Scrmv(G5)Sarew(G5) Scimv(05) USE THIS FORMULATO OBTAIN THE"ANCHOR EOga Oirienca(in): 2-N2' 1. 2-112- 3.980 t• 2arz• 1• 2-1rz' 2' 3-ve' 2' 0.49• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(ink 1314- 1.314• i-Y4' T 1-1/4• f-1M' 1-114- 1.1/4• 1-1R' 1414• 2' I-Wr 1-319• wdos ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhon@4.75'Mln.O.C.l Slandwd"Met alp(Fig.1k 390 In 450 In 8901bs 1644 In 270 In 280 LM 3541bs 116 In 374 In 664 In 9461611 alt In 4/21bs 660 In OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Anchors Q 1.15'Mtn.O.C./Slandard(orMsel)C9p(Fig,2): 700In WA WA WA WA 3801bs WA WA WA WA WA 682 In 065In 1120In CAPACITY(FROM THE TABLE)OF THE SELECTED nc3'Min.O.C./(2)245 Angle Clips/(Fig.3): 780In 660In 1560In 1896 In 540In 680In WA 760In 7481011 680In 1892 in 682 in 885In 11z0In MULLION.IT WILL YIELD AMINIMUM ANCHOR 2 Anchors 00.4V n.O.C.I UCIIp,Inlo.i25'Aium.(FIg.4): WA WA WA WA WA WA WA WA WA NIA WA WA N!A 7Se In CAPACITY WHICH MAY BE USED TO QUALIFY t Anchwr/FLOp(Fie.51• 1951bs 225 In 445 @s 622In 135 In 140In 1771bs 370In 167[be 332 In 473 In We 1M 221 In 260 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15'Min.O.CJ FLllp(Flea ill: 240 in 350 In WA N/A WA WA 1001bs WA WA NIA WA WA Ml In 4421W 500 9u 'ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �"1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCI'REVISHD is complying widt the Flo utldleceo80odc pOmcp Na FIGURE I: FIGURE2: onDato TABLE NOTES: � 1.000. r 0 ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dieml�Producl Cunbol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I l I I) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \���OC1`( LYNN 4gj/iii FIGURE 3: `� ��`.•• '•<< 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. L)CENS<•' •F'P Q ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. No.58705 '�4 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ -_ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S'AT VF THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1'X2.75'X.375 �O'�(`'•.,FCORlO P.••' \\� (� 'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0 THE MATERIAL.00&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 111 w I L P.E. A.LYNNrMILEF�; FL P.E.#58705 TABLE 4A ewe A ax a Mullion Capacity Table Ibsfft' Opening Width(forreNcaly-sperrirg mUliore)or Opening Haight(for horizontalysparrirg millions) owx� SO in 601n 701. 801. Bain 1001n 120 In 1401n 180 In 1 X 2.7bX Rectengulm re Trap/Tdang. Rectangular Tratafniang. Rectangular Twitrrdmg. Redugdsr T1eprTdeng. Rectangular "T1.prTd.np. Roctangder Trep/rrlang. Rectangular TreprTden. Ractengdar Trap/rdang. Rectangular Trauti.ng. 4p Loading Loafing Loafing Loafing Loafing Loafing Loafing Loadne Loafing Loafing Lowing Loafing Loading Loafing Loafing Luting Loafing Loadrp gi i U .660 Alum. li Tubo a a x r p a r a a z> F a x r 2> a r p r r a = a u3 . .. v a o,. a ,. o .. z., .-, a a o.. A c.. a,. a.. Mullion �� a. gB $� g Egg $ a g� g. gg � g age s{B &g a O u c'S 3 o c3 c7 c3 0 o r 3 0 0 0 3` 0 3 o 3` 9 u �` 3 3` 3 3` o ci ci o s m s� tc �� a p >3 �. y�ly5&g �§� eco Q a y�� s� ��Ex �� � � bt a a � �$&R §� Is Jat& h �c g� -71 �� a� €� �}� cn S�c K �� 5c 2c QK 0 421n 170.0 820 170.0 435 170.0 744 170,0 478 170.0 066 17o.0 506 170.0 992 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170,0 521 138.8 1620 170.0 521 JW J 481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 902 170.0 030 170.0 1133 170.0 get 170.0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 080 121.6 1417 170.0 680 100.3 1417 170.0 680 7) o N 60.625 in 170.0 747 170.0 563 170.0 896 170.0_031 170.0 1046 170.0 864 170.0 1195 170.0 723 ill 1286 170.0 747 148.3 1286 170.0 758 121.9 1286 170.0 766 104.5 1286 170.0 758 91A 1288 170.0 768 W o m Q 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 get 86.1 1130 170.0 861 75.3 1130 170.0 801 m C N 60 In 170.0 895 170.0 701 148.5 915 102.3 761 125.5 915 144.5 748 109.9 915 132.3 735 07.6 915 123.8 720 87.9 915 118.5 720 732 015 114.4 715 62,8 915 114.4 715 54.0 915 114.4 715 t' J W J 631n 151.8 830 161.9 710 120.5 630 138.9 694 108.5 830 123.2 681 94.9 830 112.2 070 84.4 830 104.0 002 75.9 Me 99.4 656 03.3 830 94.5 649 64,2 630 84.1 649 47A 830 04,1 049 z W i m � 60 In 132.1 757 140.0 650 110.0 757 119.8 836 94.3 757 105.9 024 82.6 757 96.1 614 73.4 757 69.1 808 66.0 757 64.2 000 55.0 757 79.0 593 47.2 757 76.2 691 41.3 757 76.2 591 z (L s c 8W J 721n 101.7 630 100.8 552 84.8 630 91.0 540 72.7 038 80.1 530 63.0 636 72.2 521 66.5 038 68.6 514 50.9 838 02.3 508 42.4 638 57.2 500 38.3 638 55.3 497 31.8 636 55.2 497 J J rcZ 781n 96.5 571 00.4 498 72.1 571 76.6 486 8, 571 87.4 479 64.1 571 80.6 471 48.0 571 55.5 464 [43.2 571 51.9 459 38.0 571 47.0 451 30.9 bit 44.8 447 27.0 571 44.5 448 Q 781n 90.0 542 83A 474 68.7 542 70.8 465 57.1 542 02.1 456 50.0 542 55.7 449 44.4 542 51.0 4420.0 642 47.5 437 33.3 642 42.9 420 28.8 542 40.0 425 25.0 542 40.1 423 F-' 0 QN90 N 52.1 q07 67.7 301 43.4 407 45,4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 3386.0 407 29.6 334 21.7 407 20.1 327 18.8 407 24IJ 322 16.3 407 23.0 319 ¢ � Z 00DSIn 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.6 358 28.6 304 238 368 20.1 3001.5 358 24.0 208 17.0 358 21.0 289 15.3 358 19.2 284y�to 1081. 30.1 283 30.8 255. 25.1 283 25.9251 21.5 283 22.5 247 18.8 287 19.8 244 18.7 283 18.0 2405.1 283 10.5 237 � � Y Y Ill In 27.8 267 28.3 242 23.1 207 23.8 238 19.8 287 20.6 235 17.3 267 18.J 2J1 15.4 287 18.5 228 U X Q U) S 1201. 22.0 229 22.3 209 18.3 229 16.8 205 15.7 228 16.2 202 d=s- z 0 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: mO 5.0 Anchor Capacity Table lbs ANCHOR CAP.,,,,,,,- U SfY>� Sufnlrale: 2.7k Corocela 3.5k Com. Hoeox CA1U Riled CMU PT Wood Met.l (DP,)X( )=ANCHOR CAP.,,, o•--i�--a 5116'Eko i/4'SS Ek. 5116'Elco 114-SS Eko cleated 012 Steel 812 Sled MULLION CAP.,,o,,,,,, Anchor Clip Patterns Ancl-Type: ViG*Elco Ultracon 114'EkoUlt-on uluecon 3116'ElcoUl6acan 114'EkoUlVeeo. AggleGeWr Ullmc.n Agg.Galer Sefex(05)Soratl(G5) Scf.,(G5) USETHISFORMULATOOBTAIN THE'ANCHOR Edge Distance(in): 1' 2.12• 1• .2-M, 3-118' 1• 2-12• 1' 2.12• 2• 3-1/e' 2• 0.48• 0.54• 9.324• CAPACITY REQUIRED-CORRESPONDING TO AN Embedment 0n): 1-314• 1x14• 1_314• 1_3r4' 2' 1-114' 1-1/4- 1.114' 1414 1-114' 1-114' 2' 1-318' 1-318• wdas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anohom Q 4.75'Min.O.C./Slandud or Offset Cl(p(Fig.1): 390 IM 390 ms 450 lbs 890109 1644lbs 2101bs 280 Iles 354 lbs 7401-19- 3741be 6641trs 9461bs aftms -042109 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'MIn.O.C./Slendard(or O8se)Clip(Fig.2): 480 lbs 7001W WA WA WA WA 380 Im WA WA WA WA WA 692169 8851 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anehr 403'MIn.O.C.r(2)295 Angle Crips I(FIg.3): 7601bs 780 ft 68016s 1560 IM 1898lbs 540 lbs 560 lb. WA 760159 748169 880W 16921b3 682 lb, ees to 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AmhmQ0.45'I.gn.O.C.I U-CUp,Into.125•Atum.(Fig.4): NIA WA WA WA WA WA NIA WA WA WA WA WA WA 715 ft CAPACITY WH ICH MAY 8E USED TO QUALIFY 1 Nlcha/F•CSD gq-5): 195165 tes ibs 225lb, 445139 8221b; 135lbs 140lbs 177 lbs 370 lbs 187 lbs 332lbs 473Ibs 1701bs '!' 151 260lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhofa 01.15'blln.O.CJ FLIID ffIg-6g 240lbs 350139 WA WA WA WA We ibs WA WA WA WA WA 341139 442139 560139 ANCHORCAPACITY TABLE. RODUC7REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. undue�4Ec Florida cceptance No -.bQg,Q.. FIGURE 1: FIGURE 2: TABLE NOTES: 010 1.000' I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, ® e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f 4iam1 ado Prdducl Cmltrol All(1111111/lll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i� ,`x,01.........,9j FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' t1.•' A,10ENSF •. .f5 e • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 '>r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' _•v r'L CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '� �SATE 1'tr I S:• W FIGURE 4; FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 019 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT O'n •••.,FCORIOP. LEAST.125'THICK AND 136.ALL ANCHORS ODI METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION .�ss .... C S ® THE MATERIAL.iF10 8lF72 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. ��/�`BONA A.LYNN MILLER,P.E. FL P.E.B 58705 TABLE 5A Mullion Ca oro Tablo IbeXt : ��3( Opening Width(for s+BNcalysp6mbgmUllons)or Opening Height(forMri7-0ntelty-spemlrgmullions) 2wky�y,I LL SOI. 601. 70 In so In 90In t001n 1201n 1401. 160 in c�c3 O ��tio I-: RaclanguIm D.prEftng. Rectangular TmpRdmg. Rectangular TrepTden9. RwN.gJar T,ep/Tdang. Rectangular Tmprrdsng• Reclangular Twadano. ReelanBular T_rapTdnng. ReclengNar Trap?dang. Rectangular TnapTdan9• o uY w 1"x3.126"X Loading Losdng Loading Loadng Loadng Loading Loading Loadng Loafing' Loadng Loadng Loafing Loafing Loadng Loadng Loading Loading Loafing gi g ce .600"Alum 2• L' F A F L• .1 F F 2• F F D F F F F �• D F F D F L' F F 2• F A ?` �` Tubo Mull A a., a cr, m a,. c a„ o a,. a .- 'Fs.. a a 'a,• a a.. a ., c a.. a a a� a,^ N a� B m a ^ . _� b off . b� _ € _` a. €� g� �� b• � k � � g• 6� h 4 g k € s� r� cf) o,� W 421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 982 170.0 510 170.0 lite 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 764.4 1802 170.0 521 481n 170.0 708 170.0 624 170.0 S50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1571 170.0 060 118.2 1577 170.0 680 _ 50.625 In 170.0 747 170.0 563 170.0 S88 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 756 141.7 1495 170.0 750 121.5 1495 170.0 756 108.3 1495 170.0 756 W CD O 541n 170.0 797 170.0 612 170,0 956 170.0 001 170,0 1116 170.0 754 170.0 1275 170.0 803 INA 1401 170.0 837 149.5 1401 170.0 658 124.8 1401 170.0 861 100.8 1401 170.0 801 83.4 1401 170.0 661 � M � 60 In 170.0 685 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1150 187.0 028 123.3 1156 158.5 017 111.0 1158 149.7 010 915 1158 144.5 903 79,3 1160 144.5 903 89.4 1158 144.5 903 ~ 03 In 170,0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 800 119.6 1049 141.7 840 100.5 1049 132.0 030 95.0 1049 126.6 828 79.9 1049 119.1 820 68.5 1049 118.9 870 59.9 1049 118.8 BID b r Uo C 661. 166.8 055 170.0 789 139.0 955 151.3 804 119.1 055 133.7 780 1042 955 MIA 775 92.0 055 1126 785 83.4 055 108.4 757 80.5 055 99.8 749 59.6 056 08,7 748 62.1 055 08.7 748 � d 721. 128.5 603 114.8 097 107.0 803 [47.0 882 91.8 807 101.1 870 80.3 803 91.2 858 71.4 807 .83.9 649 84.2 003 78.11 842 53.5 803 72.2 632 d5.9 807 88.8 828 40.7 80] 69.7 827 J J - dZ 761n 109.2 721 114.1 620 91.0 721 618 7B.0 721 65.1 605 68.3 721 76.5 595 60.7 721 70.1 588 54.6 721 65A 578 45.5 721 60.4 588 19.0 721 66.6 SU 34.1 721 50.1 583 Q -1 78In101.0 684 105.4 598 84.2 684 507 7L2 081 78.4 576 BJ.1 881 70.4 587 58.1 884 84.4 658 50.5 684 59.9 551 42.1 684 54.1 541 30.1 684 51.3 538 31.8 684 50.6 $34 ~ Q N O Z 901. 85.8 614 07.8 458 64.8 614 448 47.0 614 50.0 440. 41.1 614 44.8 417 $8.5 614 40,5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 614 30.4 406 20.1{ 514 29.0 403 Fa-• „Z a-- o 061n 54.2 452 55.7 404 45.2 452 386 38.7 452 40.0 390 33.0 452 36.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.6 452 26.8 385 10.4 452 24.2 359 16.0 452 22.8 355 U) Xto1081. 38.1 357 36.8 122 31.7 357 377 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 2L7 103 19.0 357 208 299 160 357 180 283 13.8 357 182 *2871.9 357 15.0 287 WYIII In 35.1 338 35.8 306 29.2 338 301 25.0 338 26.1 208 21.823.1 282 19.5 20.8 288 17.5 330 IB.O 284 74.6 138 18.5 218 12.5 338 14.8 338 MA 2691201. 27.7 289 x8.2 263 23.1 289 259 10.8 289 20.5 258 17.3 288 18.1 252 15.4 286 16.3 240 13.9 280 14.0 248 11.8 289 12.8 240 9.0 289 11.4 289 10.4 x32 O X Q O O d 2- Z UJ rn TABLE58 ANCHOR CAPACITYADJUSTMENTFORMULA: AnehorCe aci Table Ibs ANCHOR CAP.,,,.,,, si Suoslmle'. 2.7x Corcn4e 3.5k cmc. iltliafl Ulu F0Ie0CMU PTWood Mc4d (OP,)X( )=ANCHOR CAP..,, j82 EIto IWSS Eko Wg•Elco 1l4•SSElco u1DSIa4 B12SIeel 912 SIMMMULLIN CAP., ,AnchorCllp Patterns Anchor typo. 3'16'Elco Ullmm 114'Elto Unmcon con &WElco UAmcm 114'EaoUOmcon Ag7eGelor Uamcm AggreGolor Scrcx(G6)Scfw(G5) Scrcw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eagagslercepny r 2-vr r 2.9r 16• V 2-v2' t• 2-v2' 2• 3-118- r 0.48• 054• osz4• CAPACITY REQUIRED^CORRESPONDINGTOAN EmOedntllt n 1314• 13'4' 1314• 1-W - 1-114• 1.114' 1-114' 1.1/4' 1.1/4' 1-1/4' 2' 13'8• 13'6• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Mthors®4.76'611.O.C./Stardad or 01k2t Cgp(Fig.1); 3e)Ibs 3901bs 4501bs PDO its IDs 2701os 283 ms 351 IDs 7401t. 3741os 661 IDs 946 Ire 341109 4421ts 560Ics OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archas@1.1Y 1,119 O.C./SlmdaN(or Offset)Up(ng 2)' dgO m4 1001oe 11/A IUA A IIIA 3PD los NIA tUA IIIA IUA rUA E821os 8651oa 1120102 CAPACITY(FROM THE TABLE)OF THE SELECTED4AncMrs@3'MIO.O.C./R)245 Ar01e Clips/(Flg.3j Teo los 760Ite Geo ms 15W los 1bs 540ms 591159 N/A 76017. 746104 ego los 1892116 682169 8651DS 1t2oibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcrnm @ 0.45•Mm.O.C./UOep,lntu.125`Alum.(Flg 47 IIIA IUA IUA IUA A II/A IUA WAIUAIIIA IUA IUA NIAtUA1073CAPACITY WHICH MAYBE USED TO QUALIFY 1 AncMr/Fcup(IIA.6} 1A51as toff lin 225 ms 445105 ms 135 ms 143159 in los 370159 iBl los 3.'+210) 473109 170105 x21 166 280 I1n ADDITIONAL ANCHOR OPTIONS FROM THE2 Arlthon @ 1.16.6nn O.CI F-00 g By 2401os 3!O lbs IIIA IUA IA IIIA foo ltu IUA run IIIA rUA tUA 341109 442159 1601b; ANCHOR CAPACITY TABLE, RODUCTRBV7S8D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wmplyln811dth the Florida N1.000•-I und7og ODdc 4captencoNo 09 FIGURE I: FIGURE2: TABLE NOTES:-7� JIB J� 1� 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. O ieml ant Product Cmund e ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ' 7(711 uIr/r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' 10 • •••• n77����% FIGURE 3: ! , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .,•''�7CEIJSF ,fa .S • e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. >>• No.56705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED � A •, (I G• FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' i'X 3.125'X.5*MULLION 110% %TATE OF ,:'•��� THICK.STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (1'VF MULLION) �i��t` '•:cLOR10y;.•' •���� LFJ45T.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i�Sc •••••" C\ 0 II II II II A THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. S�Ot\J A..LYtftS IMILitIk�,P.E. FL P.E.#58705 TABLE 6A mH n f0 Mullion Capacity Table(lbsHe) Opening Width(forwrticely-spanning muillons)orOpening Height(forhodzonlely-sperdrig mWlicns) So In 601n 701n 801n 90 In f001n 120 In 1401n i6o in o R.I.ngular Trap/Td m. ReclenOWar Trap/Tdang. Raclmguler TraplTAong. ReclaneWor Trop7fAang. Rrnlangular TropRdang. ReclargWar Trop/fdeng. Rcalangalar MapTr1mg• Rectangular Tmp/Tdang. Rmlen9olar Tap/Tilmit. oo ux 1 X 4 X.126 Loafing La.deg Loadng Loadng••• Loading Loading Loadng Loafing Loading Loading Loading Loadn9 Loading Loading Loadng Loading Loadng Loadng AIum.TubD � � a � •a -� •� �. � '� 'F fid .F t• •� o 0-1Mullion s s 1:E �• E s� €� s� ,s� s s� s a� �� s h >y h� V o 1E 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 145.61-1409 170.0 521 127.6 1489 170.0 621 J W J 48 In 170.0 708 170.0 624 170.0 880 170.0 684 110.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 877 160.3 1307 170.0 680 170.3 1303 110.0 680 111.7 1107 170.0 680 87.7 1303 170.0 680 50.026 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 684 170.0 1196 170.0 723 158.1 1235 170,0 747 140.6 1235 170.0 758 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1273 170.0 756 - W 0- O 64 In 170.0 787 170.0 812 170.0 950 170.0 691 170.0 1116 170.0 764 164.4 1168 170.0 003 137.2 1168 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88.2 1168 170.0 861 77.2 1158 170.0 061 m O F C0 601n 170.0 BB5 170.0 7D1 166.7 ID42 170.0 707 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.6 1042 125.1 782 02.5 1042 125.1 782 F r0 831n 170.0 930 170.0 745 151.2 992 163.6 818 120.6 892 144.4 799 113.4 092 131.0 782 1OD.8 902 121.4 768 90.7 092 114.8 768 75.6 992 108.4 745 64.0 002 1011.0 744 56.7 992 108.0 744 j m 661n 165.4 947 170.0 789 137.8 947 148.0 788 118.1 947 130.3 768 103.4 047 117.7 752 81.8 947 108.7 736 82.7 947 102.2 727 68.8 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z z C 72 in 135.9 849 142.7 737 113.2 B49 121.0 722 87.0 849 106.0 708 84.9 849 08.4 696 76.5 849 88.7 686 67.9 849 82.7 676 60.6 849 75.3 659 48.6 840 72.6 652 42.5 849 72.4 651 LD pp W ' 761n 115.6 762 120,7 665 98.3 762 102.6 652 82.6 762 90.0 640 72.2 762 80.9 629' 64.2 762 74.2 620 67.8 162 69.2 613 48.1 762 62.8 602 41.3 762 59.9 697 36.1 762 59.4 595 J u)5 Z f. 781n 106.9 724 111.4 W4 89.0 724 94.6 621 76,7 724 82.9 609 66.8 724 74.4 698 69,4 724 68.1 691 W.4 724 63.4 583 44.5 724 57.3 577 38.2 724 54.3 567 33.4 724 53.5 565 Ia- 901. 69.0 647 71.5 403 58.0 643 60.7 474 49.7 543 62.9 468 43.6 543 47.1 458 35.6 543 42.8 452 34.8 643 39.6 440 29.0 643 34.9 436 24.8 543 32.1 430 21.7 643 30.7 426 Q Z N 881n 57.3 478 68.9 427 47.5 476 49.7 419 40.9 478 47.2 412 35.8 478 38.5 406 31.8 478 34.6 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 175 24.2 378 N .O 00 mr 1081. 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 14.4 371 17.1 304 fn `-�' o iii In 37.1 357 37.8 723 30.9 357 31.0 318 26.6 757 27.8 J1J 27.2 157 24.4 308 20.8 357 22.0 305 18.5 357 Z0.1 301 16.4 357 17.4 29{ 4`1 1201n 29.1 308 29.5 278 24.5 308 25.1 274 21.0 306 21.7 270 18.3 308 19.2 267 16.3 306 17.3 263 V x Q O O 1441. 11.0 212 17.2 106 d c Z in TABLE 613 ANCHOR CAPACITY ADJUSTMENT FORMULA: a m§0 s.0 Anchor Caltacliv Table(lbs) ANCHOR CAP.,,„, Sebetmte: 2.7N conerete 3.5k Cma. HOIIavCAfU Filled Chill PT Wood Metal (Df;,,)X( )=ANCHOR CAP.,,, 5/IVIlko 1/4'69 Elco 5118"Elco 1/4'SS Elco YfO Steel Y12 Steel Y12 Stad MULLION CAP.,,,,,,_ Anchor Type: 3116'Elco UlOaeon 1/4'Eko We- WIS'Elco Ul9acan 1/4'Eko Ulbacm Anchor Clip Patterns UlI=. Ag9reoaim Ullman Aggraoalor Sew(G5)Screw(G5) Sew(GS) USE THIS FORMULA TO OBTAIN HE'ANCHOR Edgo Olstaneo on): 11 2-1n• 1. 2.12' 3.116' 1" 2-1/2' 1. 2-112' 2' 3.118" 2' 0.46" 0,54' 0.324" CAPACITY REQUIRED".CORRESPONDING TO AN Embedment(h): 1.3/4' 1.3/4' 1.314" 1-314' T 1-1/4' 1.1/4' 1.114' i-1/4" 1-1/4' 1-1/4' 2' tare' 1ar8• aria. ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors®4.75'Min.O.C.I Standard or Offset Clip(Fig.182): 390 lb, 390lba 450 lbs 6DO Ibs 16441bs 270 lbs 280 lbs 354 lbs 7401bs -374 lba 6541bs 0401" 341 lbs 442 560lbe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohom 2.25•hiin.O.C./Slardard(or OMeB Cfip(FID.3): 700 let 700 lbs 580 IM1410lbs 952 lbs WA 660 lb, WA 630 IM WA 860 lbs WA 682 lbs 8851bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchm®1.15'Min.O.C./Standard(orOBse1)Up(Fig.4y. NO lbs 14001bs WA WA WA N/A 7601b3 WA WA WA WA WA 1 1303 lbs 1770 Rasa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anehaa®3-Mia O.C./(2)255 Angle Gips/(Fig.5): 780 lea 780lbs 680 les 15601bs 1896 lbs 540lbs 560 lb, NIA 760 ib, 748 ft NO lbs 10921bs 6B21bs 805'.4' CAPACITY WHICH MAY BE USED TO QUALIFY 6AncMra®3'Min.O.C.!(2)2s5Argle Gips!(Fq,O): 1170 Iba 117010' 1020 11,3 21101bs 2844Ibs 910 ros BlO lbs WA 11401ba 11221bs 1320 ros 20361Ds 102210' 1327 ros ADDITIONAL ANCHOR OPTIONS FROM THE 4 AroMrs®0.45'h11n.O.C./U{31p,Inla.125-Alum.(Fb•7): NIA WA WA WA NIA WA N!A WA WA WA WA WA WA NIA ANCHOR CAPACITY TABLE. PAODUC7'REVISHD 2 Anchors®2.2V Min.O.CJ F471p(Flg.B): 350lbs 3501bs 29D lbs 705 lbs 476 lbs WA 280 ibs WA 315lba WA 44010' WA 3lf ibs -0421hsnwmplyinp whit the Niorida 4 Anchom®1.15'Min.O.CJ F-Glp(Fill.O): 4801Ds 70010' WA WA WA NIA 3801ba WA NIA WA WA NIA 682 lbs 88516s DUfldlOg Cbtk r�1� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.000" �-- Acceptanco No (J pgtc TABLE NOTES: dlomt ode Praluct Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 11111 I 1117// • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� \� 'go ........ l(e i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \`�"�.• JGENSC F'P 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. :6z a' • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S FATE LL/ • • s • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' %�T•••. F P,.�;``� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDSTO BEA %�` •.,LOR10„ `G\ EL TO BEAT LEAST.125' ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SH LL EXTEND ANIMUM GRADE 33 AND.045"THICK IT LEAST 3)SCREW THREADS.STRUCTURAL BEYOND EYOND THE MATERIAL.RIAL.9 018K 5'f ONN,+� 1'X4'X.125' A.LYNUMILVL R,'P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#60705 TABLE 7ARpt n u Mullion Capacity Table Ibstfe Opening Width(forvartcaily-sparNng mulllorls)orOponing Height(forhori rprdally-spannlng mullions) fix' a 501n 80 in 701n 80 In 901n IOU In IN In 140112 too In Z� � 0 O 1 x 4 X.376 Reclan9ula TiepRdeng. Redmpular Tra}Jrdan.. Realen9uler TrepRdon9. R.I.ngWar Trap4denp- Rectangular TreprTdang. Redangular Trep/Tdeno. Reclangula heplTdano. Reclsn8dar Trep/Tdorq. Reden9uler TrppRdmg. ys Coating Loading Loading Loading Loading Loading Loafing Loafing Loading Loading Leadne Loafing Loading Loadog Loading Loading LoadnO Loading �_ = ou Alurn.Tubo $ 2: p F F p F a F P p p F P p a r n p Fu p a a r r a a a.. o a.. o a.. o a., ao Mahlon 8 a d 9� a s a� g g, $ a� x k 3 c9 13 3 3 3 3 6 6 s� g. 13^ 3 tf 8 r7 ti 8 6 3 t9 a3 9 1i o m 6 •3g [� S fry' a` 6� fi `1s fi� bar` b 5 3• frig 8 6 1%s._ 6 �+y 6 •$� 6 '9, U) �s W 1t Ig § 1a' 13� � d $ d fid a' Y Y+ Z �p rc 1 rc s fi �o O FU- 421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 863 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 '621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 _..I W 481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.1) 680 151.8 2024 170.0 660 U) 60.625 In 170.0 747 170.0 663 170.0 898 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 758 156.0 1919 170.0 766 136.5 1919 170.0 766 W o 0 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837' 170.0 1694 170.0 856 169.9 1799 170.0 881 IVA 1799 170.0 861 120.0 1789 170.0 881 m C) E- M 601n 170.0 685 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 87e 170.0 1417 170.0 844 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.8 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1618 170.0 1063 FF_ (D J 631n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 1015 166.7 1642 170.0 1076 141.0 1642 170.0 1122 117.5 1642 168.5 1158 100.7 1642 167.0 1167 88.1 1642 167.9 1157 -B 65 In 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 Mae 142.8 1472 168.8 INS 128.5 1472 158.8 1130 107.1 1472 147.8 1108 01.8 1472 146.0 1104 8D.3 1472 146.0 1104 Zon U C 72112 170.0 1063 170.0 878 170,0 1273 170,0 1009 150.6 1320 166.2 1101 132,0 1320 149.9 1082 117.3 1320 137.8 1066 105,8 1320 12(1.8 1049 86.0 1320 117.0 1024 75.4 1320 112.6 1013 88.0 1320 112.5 1012 W` :@W J 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1164 125.7 976 99.7 1164 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 66.1 1184 92.3 925 J U)oa rcZ 781. 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 69.0 090 69.3 1124 64.3 661 51.9 1124 83.2 978 � _jj r- � 7 Q 03 p 90112 108.1 841 111.6 750 90.1 644 94.3 736 772 84d (12.1 721 87.8 846 73.3 712 60.1 god 68.5 702 64.0 844 61.4 693 45.0 044 64.2 678 38.6 844 60.0 668 33.8 844 47.7 662 Q g Z N r 95 In 89.1 742 91.6 663 74.2 742 77.2 652 63.6 742 67.2 641 65.7 742 59.8 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.0 690 27.8 742 37.6 564 112 n 8 _W.O 00 a 100 In 62.6 588 63.9 530 52.1 588 53.0 521 44.7 568 46.6 513 39.1 588 41.4 605 34.8 We 37.3 498 31.3 686 34.2 492 20.1 566 29.6 481 22.3 686 28.6 472 19.5 566 24.7 466o' iii N 67.6 565 66.8 603 48.0 655 49.6 495 412 555 42.9 487 36.0 555 3(1.0 460 32.0 556 34.2 473 28.8 555 31.3 487 24.0 G55 27.1 457 20.8 550 21.3 448 16.0 655 �U4442 aX120112 45.0 475 48.1 131 38.0 415 39.0 426 J2.8 476 33.7 120 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.6 404 19.0 476 21.1 395 16.3 475 16.7 J87 14.J 475 381 0 x Q` O O 1441n 28.4 330 26.7 305 22.0 330 224 301 18.9 330 19.3 207 16.5 330 17.0 293 der z U 9 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: �� o O x0 Ul �m� Anchor Capacity Table Ibs ANCHOR CAP.,,,,,,,,,. o` o'er � Subslmle: 2.7k Conomla 3.51,Conn. Hall-051U Filled CMU DT Wood Metal (DP„)X( )=ANCHOR CAP.,,, m 5116'Eko 114'SS Eke 5/16'Elco 114'35 Eke 010 Sleel M281eel 012 Sled MULLION Anchor Clip Patterns Anchor Type: 3116'Elco Ultmcon 174•Ek.UlUocm UlUxon 3'16'Elce UlUxon i/4•Eko ulUacm ApgreGator Ullmcon AOgreGalor Saraw(05)Gormv(G5) Sorew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 001enca(In): 1' 2-112' 1' 2-112' 3-1184 1' 2-112' 1' 2.112' 2' 3-Ire• 2' 0.46• 0.54' 9.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment fin): 1.314' 1.314' 1-3/4' 1.314' 2' 1-114' 1.114• 1.1/4' WAR 1-114' 1414' Y 1318' 1316' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Awhom Q4.75'Min.O.C./Standard or Opsel Clip(Flo.182), 390 lbs 3901W 450 lb, 890IW 1644 lbs 270M 280W 354 lbs 7401W 374 Ibs 684lb, 040 IM 341 lbs 442lbs 5601W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.O.C.I Sleadard(or Oibel)Clip fFtp.3): 700lbs 700 lbs 56011 1410 ft 952 ibs WA 560 to. NIA 630 We WA 8801bs WA 692 lbs 885lbe 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors(d}1.15'MN.O.C./Standard for Offset)CIp(Fig.4): 960 lbs 14DO IW WA WA WA NIA 700[W NIA WA WA WA WA 1363W 1770[be 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchocs®3'MIn.O.0/(2)2x5 Angle Clips I(F10.5): 7801W 780103 6801W 1560 las 1896lbs 610 iW 660 ibs WA 760 ros 7481W 8801W 1892 to, 6821bs 81151W 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors®3'Min.O.C./(2)2e5 Angle Clips I(F1p.8I: 1170 lbs 1170 lbs Meas 2340163 21144 lbs 810 IDs 6401W WA 1140 lbs 11221W 1320 Ila 28381W 10221bs 13271W 16801W ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors Q OAA Min.O.C.I ULlip,Inlo.12W Alum.(Fig.7): WA NIA WA NIA wn NIA WA NIA NIA WA wA wA WA NIA 11301W ANCHOR CAPACITY TABLE. RODUCTRBVf3SD 2 Anchors 4q 2.25'MIn.O.CJ F471p(Fb.eY 3501bs 350103 2BDIW 705103 4781bs It, 260lbs WA 315lbs WA 4401W WA 5411bs 4d21M 5601bs U1DnWM061rh11171e Florida 1 Andras®1.15'Min.O.CJ FC1ip(Pip.B): 4801W 700IGs WA WA WA WA 3801W WA WA WA WA NIA 0821Es Ba51bs 11201W Building"*"N // su 4mploabo N( Y , NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062° f-- -^j 1.000' TABLE NOTES: 4iaml Dade Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 I I I J 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �•`\�1��`ON\,(CEN3F�lyll�•'P • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �(�,•' r SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000• No.50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: ''O •- • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM WOOD SHALL BE O� TATE F- ,•'\w: • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � (�` '•.FCORIOP.•'•�\;� • • 6063.75 AND BEA MINIMUM OFA 25"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK .375' 3775" �Ss� """•(,� AND A36.ALL S L ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO M(ETALASHALL EXTEND AT�LEAST 3 SCL STEEL OREW THREADS BEAT IBEYOND ITHE MATERIAL.#10$tIR2 1'X 4"X.375" 1'X 4'X.375" I 1111 0!�jvni i 111\P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN MILLER, FL P.E.#58705 TABLE 8A H NN 15 Mullion Capacity Table Ibs/Rt anmg Width(for arnhg mullions)arOponing Halght(forhod2prltalty-spsnning mtAlions) o� 50 in 601. 701n 801. 001n fool. f20 In 1401. 1601n �O O 1.25"X Ralaneular TropRdang. Rectanodor Trapmlang• Reclangu plalnng. Recfen9ular rapl7dang. Rodogulor Traprldong. Rectangular TroprTdang. Rectangular TFaprTOng. Rectangular Raprildong. Rectangulnr Troprrdang. 4Y rc Loadng Loafing Loading Loading Loading Loadrrg Loadng Loading Loading Loading Loadrg Lmdng Lmdng Lmdng Loading Ladnq LmdVil L-rw 3.188"x o .266'Alum xa .. .' Al F r, �• x �• k' .& k' p z & F x .& & �• Tubo Mull . -a ag a �� x �, �s ## � >s � , •$ � , g.� g, �� a a N % 3 3 8 8 t3 6 Big 3 3 3 6 Oa cR b 3` d d 8 3 6 t3 6 B 6 7 ® d 6 c1� 6 b o m I7 s� :<. s L bI 13 b� s� s b. zlE § 5� f b 5? �� a 0 yrs o: Eo rc �o fo z a� P o: �o z f O W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 170.01 521 170.0 1408 170.0 521 1 170.01 1735 170.0 521 151-61 1768 1170.0 521 J W 401n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 154.8 ISO 170.0 600 1 132.71 1546 170.0 680 116.1 1548 170.01 680 2 50.626 In 170.0 747 170.0 563 1 170.0 896 170.0 631 1170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 167.0 1468 170.D 756 139.2 1468 170.0 756 1 119.31 1468 170.0 756 INA 1468 170.0 758 2 -s� N 70 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 961 m c O 601n 170.0 885 170.0 701 170.0 1063 170.0 797 168.0 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 168.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 F7-. W J 631n 170.0 030 170.0 745 160.1 1D51 170.0 850 137.2 1051 155.9 802 120.1 1051 142.0 848 100.7 1051 132.3 637 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 50.0 1051 119.1 821 681n 187.1 957 170.0 789 139.3 957 151.6 905 119.4 957 134.0 790 104.4 937 121.6 777 92.8 957 112.8 767 83.8 957 INA 769 69.8 957 100.0 750 59.7 957 989 746 $2.2 957 98.9 748 Z J z m 721n 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 60.4 804 91.4 660 71.5 804 64.1 650 64.4 004 76.8 643 53.6 904 72.3 633 46.0 804 69.8 620 40.2 804 69.8 628 o .saW ff27.8290 4 722 114.4 630 81.2 722 87.2 611, 7fl2 722 5.3 606 68.4 722 76.7 696 80.8 722 70.3 688 59.7 772 65.5 560 45.8 722 59MI "1121 66.2 564 JQ ❑ �� 2 685 1055 600 84.4 885 89.8 588 723 605 78.5 577. W.3 685 70.5 668 56.2 685 64.5 560 50.6 695 80.1 653 42.2 685 64 50.7 536 f- N r 615 68.0 457 54.0 515 57.5 449 47A 515 50.1 441 41.2 515 .7 434 36.6 515 40.6 426 33.0 515 37.4 422 27-5 515 33IS 28.1 404 Q X z 453 65.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.0 453 36.4 365 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 263 3 22.9 356 W h 00 J yo 358 39.0 323 31.8 358 32.0 316 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 ,10 W ❑' M 1 338 35.8 308 29.3 336 30.1 301 25.1 336 28.1 297 22.0 378 27.2 203 19,5 378 20.9 289 17.6 338 19.1 285 X 8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 280 18.2 263 15.4 290 16.d 2491 201 18.3 166 TABLE SB Z m0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: ..� m ��� AnchorCe ecl Table(lbs) ANCHOR CAP.,,,u,,,, _ o u, ❑ SODsl2le: 2.7N COrcRle 3.5kCm0. HtllOw plU Flned Cldu PT Wood Lluaf (DP)X ANCHOR CAP.K, 6116'Elco 1/41 ss Eko d16'FICO 1/-0'SS Elco 010 sled U12Steel 612 sim1 MULLION AncltorCllp Pattema Mcha - ans•Emounmcm V4•EkoU112con ultwon 3'I6•Elcou¢rxm 114'EkoUnrzc°n Agg ecalor uluacm Aggrmata Scraw(G5)screv(GS) Screy(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pslarce(lny 1' 2-92' 1' 2-112' 3.116• 1' 2.112' 1' 2-9r r 3.118• 2' 0.46' 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Fmcemtral n 1314' 15'4' 1514' S'4' 2- 1-94' 1414' 1-114' 1.114' 1414' 1-1/4• T 1-sre' I-Ta• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.766-I,11n O.C./Standard a Met Clip(R9.1): 3DO lbs 390 IDS 4'Alb B901b; 1644 Ibs 270 Rol 260105 3511D5 7401bs 374 lbs 6641De 946 We 341 lbs 442 Its fall lm OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ar4has@1.15-IAIn O.C./Slmdaid(a Orbel)C6p(Rg 21' 460105 700 los IIIA II/A wA 3eo Its IA IIIA IIIA IIIA IUA 662ms 005 IN 11201b; CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A.h-Q 3'I.M.O.C./(2)215 Arsgle Clips/Olt 3y 1601bs ]801m 6001bs 1160 ibs 1lgG IDs 540105 6901[6 ❑!A 7601bs 748 as 880 IDs 1602 IM 6a21bs 085105 1120105 MULLION-IT WILL YIELD A MINIMUM ANCHOR 4 Arcmrs®0.45•I.IIn.O.C.I UCep,Into.125'Alum.".4} 1/A IUA 14IA IUA IIIA IIIA IUA IUA IUA IIIA IUA IUA IIIA IUA 14:111 Ro CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archon FCIIp ng-6y 1b5lbs 1051m 715lbs 445 Its 8221m 135lbs 140 Me 177 IDS 3701te 187105 332 N8 473 Me 170Ibs 221105 280Ind ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnchDn@ 1.15"IAIn O.CJ FCII no.6y 240 lbs 350108 IIIA IUA IIIA II/A 190Im IIIA IUA IIIA IUA IUA 341105 442108 f601tS ANCHOR CAPACITY TABLE. PRODUCfRLVISHD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wYlaB vrhh Che I+Iodide eendlnn Dodo Accay9anoopNo FIGUR FIGURE 2: TABLE NOTES: 03.188'X.265'MULLIO I _�/ Z6 • a ® ® � ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONMiami ade P4oduct Con9rnl�• ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��1 NY LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .`��a 'v,%CENS�M/��c$p ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSP' ®, e • CLIP MUST 71-:• '••3a BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 265' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -7J '' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE1- 6083-T5 AND BEA MINIMUM OF.125'THICK•STEEL STUDS TO BEA MINIMUM GRADE 33 ANDOma'., 8 • MULLIO i � •.,CORIDI',•'• \��� LLI H-19-01 .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALLON �i lS •'""ANCHORS INTO METAL SHALL EXTEND AT VAST 3 SCREW THREADS BEYOND THE MATERIAL. ) /s `1110&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.L N..I f(-LSR,P.E. FL RES 58705 TABLE 9A oN Mullion Capacity Table(lbelte) �7ih q Opening Width(for vvilcaly-spanning mullions)or Opening Height(forhod2gntaly-spannig mUfior s) so In a01n 701. BO In Sol. 1001n 1201n 1401n 1601, O 1.26x3.26 Reclenpslar TralvTdmg. Reciargular TrepTrin. Rectangular Trap'Tdan9. Roolangthr Trapfldano. Reclenwtar Trop?daig. Reolanguler Tnp/rdeng. Rectangular TrapTdarg. Reclengsler Troplfdmo- Reclen9elor Tmprrderg. - I-•' py Ia,' %.100 Loading Lowing Lw f.g LoadMg Leed'ag Leadn9 Loadng Loadiig Loadng Loafing Lo&g Loading Lwdng Loadng Load@g Leading Loadng L.&I; oz 2 Alum.Tube Mullion z zV�m 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 am 170.0 600 170.0 992 170.0 519 170.0 1116 170.0 621 153.3 1110 170.0 521 127.7 111e 170.0 621 109.6 1118 170.0 521 85.8 1110 170.0 621 O 481n 170.0 708 170.0 524 170.0 850 170.0 684 167.8 918 INA 670 146.7 976 170.0 661 130.4 978 170.0 677 117.3 978 170,0 GBO 97.6 976 170.0 680 03.8 078 170.0 660 73.3 970 170.0 680 J DJ 50.825 In 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 684 IMA 921 168.5 708 117.2 927 159.1 699 105.5 927 168.3 696 87.9 927 156.3 695 75.4 927 156.3 695 65.9 927 158.3 695 0 y � 2 (/) 64 N 170.0 797 170.0 812 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 U7.8 669 103.0 069 134.0 660 02.7 869 129.8 654 77.3 869 128.6 652 60.2 869 128.8 052 57.9 869 128.8 652 w p O 60 N 143.2 748 153.8 634 119.4 746 M2.3 620 102.3 746 117.8 608 89.5 748 107.8 699 79.6 746 let.. 592 71.8 746 96.8 587 69.7 748 93.3 683 51.2 746 93.3 58.3 44.8 740 93.3 583 M r� 031n 123.7 877 132.0 679 103.1 671 113.2 666 88.4 677 100.4 555 77.3 677 01.4 548 68.7 877 95.2 639 61.9 677 81.0 634 61.6 677 77.0 529 44.2 877 76.7 529 38.7 677 78.7 529 F- („) J C 60 in 107.8 617 114.1 630 69.7 61T 87.6 SIB 76.9 617 BB.J 500 67.3 617 78.] 500 59.8 617 72.6 494 63.8 817 88.7 489 44.9 817 04.4 463 38.4 617 B3.7 402 33.8 817 63.7 402 (L 7 , m 72 In 82.9 618 07.1 450 69.1 SIB 74.2 440 69.2 618 85.2 472 61.8 618 68b 425 40.1 518 64.2 419 41A 618 60.7 414 34.6 516 46.6 408 29.6 518 45.0 405 25.9 516 45.0 405 Z J E 761, 70.5 463 73.7 408 68.7 166 62.6 398 50.3 485 54.9 390 441.1 4105 40.4 381 39.2 40.5 45.3 J78 35.2 465 42.2 774 20:4 405 30.J 307 25.2 485 38.6 381 22.0 465 76.2 363 jW 781, 65.2 441 68.0 381 641.3 4141 67.7 379 416.6 441 50.8 372 10.0 4411 45.4 388 38.2 441 41.8 380 32.8 441 38.7 356 27.2 4411 34.9 379 23.3 441 33.1 318 20.4 441 32.7 015 ? �Z BO In 42.4 332 43.8 295 35A 372 77.0 289 70.3 332 72.3 281 285 332 26.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 15.2 332 19.6 262 13.3 312 18.7 260 Q o F O Q rn o Bain 35.0 201 35.0 260 29.1 291 30.3 256 25.0 291 20.4 252 21.9 291 23.5 240 19A 201 21.J 244 17.6 291 19.5 241 14.8 291 17.1 236 12.5 201 15.G 232 Z Wain 24,8 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 TO1 1fi.4 230 18.2 198 x}}bq �O SO Ill in 22.6 218 23.1 197 18.9 Ilia 18.4 194 16.2 210 18.8 191 14.1 218 14.9 180 N Ji r� 120 In 17.9 187 18.2 170 14.9 187 1s.3 107 x oY Y Q N a 0 0 0. z..W (n TABLE 98 "O s0 Anchor Ce achy Table(Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: m� w .w ANCHOR CAP.,,,,,,,,, Subslrole: 2.7k Concrete 35k cone. HobN Qill Filled C51U PT Wood Alelel (DP,)X( )=ANCHOR CAP.,,, 5118•Elco 114'SS Elco&IE Elco 1/4'SS Else 610 SIee1 012 Steel 012 Sled MULLION CAP., ,,,,, AncllorCllpPatterne Anchor Type: Yt0'ElcoUgrocon 1!4'EkeUiaocon Ultracon 9I6'ElcoUllrecon tl4•ElcoUllrecon Agg.Gelar Ultr.on AggreGalor S-IG5)Screw(G5) Scre MI USE THIS FORMULATOOBTAIN THE•ANCHOR Edge Distance On): 1' l2-1/2' 6450Tb9ffi-Olbs 112- 3418• 1' 2.112' V 2-1rz• 2• 3.1/8' z• GAA 0.540 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embad-1 On): t-Y4' 4- 2' 1-1/4' 1-714- 1414' 1414• 1-114' 1-I/4' 2' 1a/B' I-w modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75-MIn.O,C./Standard or Offset alp(Flg.1): 390@9 lbs t644 lbs 270lbs 280 lbs 354IW 74015s 374lb. 664 Ibs 948Ibs 341 lbs 4421bs 5601os OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arobm @ 115•Min.O.C./Standard(or offset)alp(F1p.2): Oro lbs A NIA MA 380 lbs WA WA WA IDA WA 682 Ins 885 M 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED4AMho.@3'MIn.O.C./(2)2a5Argleaipsl(Fq.3): 780@e 0lbe /8961bs 540@s 560@s NIA 760lbs 74816s 680 lbs 1892lbs 68216s 885IM 11201w MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors@0.54-Min.O.C.I U alp.1,10.100•Al-(FIg.4): N/A OA NIA WA WA WA N/A WA WA WA Wn WA 050 on CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor!F-alp(Fig.5): IBS lba 5Ibs e22 lbs 1351bs 140 @s 177 lbs 370Ibs 1871W 332 lbs 473Ibs ❑o lbs 227 @s 288Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15'MIn.O.CJ F-alp(Fig.or. 240 lbs A N!A WA 793 @s WA NIA WA WA WA 3111bs 4421bs 660 @s ANCHOR CAPACITY TABLE. I110DUC3'RBVISED complying lytll tbo Florida IutIdIna OD& �� •D1 FIGURE I: FIGURE2: -1.250" cceple04v No TABLE NOTES: eqD ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4iami ado ProdIlet Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \1111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� �`( LYNN lli� �� ,r0� ........ FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' `�Q•• \,\CENSE '•,C,S3 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Ec) e A ® BEIUSEDST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >L r• IdD.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •100' ;-�0,,•':(me q BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S AiTE J ® 6083•T6 AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND ��`�'•.,rCOR101`•'•��`\ G ® ® .045"THICK(18 GAUGE).STRUCTURAL STEEL-TO BEAT LEAST.125"THICK AND A36.ALL S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,, 1.25"X 3.25X.100' �i�/7Sy�NA�-LC`�� . #10&7712 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION, A.LYNN MILLL�,P.E. FL P,E.1158705 TABLE 10A mn + A N F Mullion Capacity Table(Iha1113) Opening Wdth(forvadicelly-sparding minions)cr Opening Height(forhofizortatlyspandnO millions) so in 601n 701n 80 1n 90 in Min 120 in 140 in 160 in R.11 gular TrapTrleng. Reclengular TtoplTneng. Rectangular Traprrneng. Rectangular Tmp+Tdang. Raclengdar Tuip/rnang, Roclangul.r ToplTdang. Reclongular T(a nang. wimp.1 Tlap"Tnang. Rill ng or TiepTnSq. q�r 1.2b%3.26 Loading Loading Loading loading Loading Loading Loading Loedng Loading leading Loading Lo{ding Loading Loading Loading Loading Loading Wding oz z U x.624 Alum.Tube .&' '� .y.. 7i.. •� .. .F .F .F,. � 'S.. '� 'b 'S 'u�... 'E .. '6 �,. '5 F.. �,. .S .5.. ,. ., LO Mullion v u ci ua u v` u" u u Tae u u"` u" u ugg u' A- c, P �• C 5 b E •� d' F 3 5'u e 5•u 5•u la' Pu's u 5 r} '=e 5 5• a� 5 `$ uA 5 Z 6' ^• g�'� U) :g 2 38 ¢'« 3' $rc" ' if 3 $& f€ d`� @ 8& f� .�a M0- ¢'A 3°a cl � das f� arc @ Erc �� �rc i� 8� z 42 In 170.0 620 170.0 435 170.0 744 170.0 478 110.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 J W 481n 170.0 70B 170.0 624 170.0 8S0 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1276 170.0 677 INA 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 680 50.625 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 1526 1877 170.0 766 133.6 1877 170.0 766 q 64 In 170.0 191 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 751 110.0 1275 170.0 003 110.0 1434 170.0 037 170.0 1597 170.0; 656 166.4 1759 170.0 861 174.1 1759 170.0 061 117.7 1769 170.0 861 W C>u O m 60 in 170.0 835 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 818 170.0 1417 170.0 914 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1571 170.0 1063 90.6 1511 170.0 1063 V ((0 J {{,, 63In 170.0 930 170.0 74S 170.0 1116 170.0 8S0 170.0 1302 170.0 S10 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1082 101.4 1370 155.9 1012 89.6 1310 155.3 1070 78.3 1370 165.3 1070 W Fe CIL 66 in 170.0 974 170.0 709 170.0 1169 170.0 903 15SA 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1240 147.1 1000 108.9 1248[5.6767 90.6 1248 130.4 978 17.8 1248 129.0 975 60.1 1248 129.0 975 (n z° �• m Z .J 72 in 161.8 1049 170.0 018 139.9 1049 160.2 892 119.9 10.19 132.7 076 101.9 1619 119.1 600 93.2 10(9 109.7 BdB BJ.9 1049 69.9 1049 91.3 825 69.9 1019 91.2 620 62.4 1019 91.1 820 J 8 0 76 in 142.7 941 149.1 622 118.9 941 126.8 805 101.9 911 111.2 791 09.2 941 100.0 777 79.3 941 91.7 766 71.4 941 69.5 941 77.6 744 51.0 911 74.0 731 4M1.6 4i1 73.3 736 -1 6 rcz 5 78In 132.0 894 137.6 783 110.0 894 116.9 767 9{.3 894 MA 763 62.5 094 91.9 740 73.3 694 81.1 730 66.0 894 55.0 894 70.1 707 47.1 094 67.D 701 41.3 891 66.1 698 90In 85.9 671 88.7 596 71.6 671 74.9 6115 61.6 671 65.3 616 63.7 671 68.2 666 417 671 629 661 13.0 67l 35.0 671 43.1 639 70.1 671 311 571 26.9 671 31.9 526 � N96In 70.8 .590 72.0 527 69.0 d90 61.1 618 60.6 690 53.4 609 44.3 590 41.6 502 39.7 590 43.0 491 35.4 590 29.5 590 34.7 477 25.3 590 31.6 469 22.1 590 29.8 461 F x cZ W � 108 In 49.7 466 50.8 421 41A 466 42.6 114 75.5 466 37.1 406 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 302 17.8 466 21.2 375 15.6 466 19.6 370 (O 3 dO _ C4 w o' 111 in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 471 34.1 767 28.6 441 30.2 382 2SA 441 271 376 22.9 461 24.9 372 19.1 441 21.6 767 Ifi.4 441 19.7 356 14.7 d41 77.8 351 W M 1201n 36.3 778 36.9 344 30.2 370 31.0 339 25.9 376 26.8 334 22.7 378 23.7 329 20.1 370 21,3 325 18.1 318 19.5 321 16.1 770 76.7 3N ky x N 1441. 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 16.3 236 C) N Q O O Q z TABLE 10Bm0 z0 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� AnchorCapaclty Table(lbs) ANCHOR CAP.,__ Suo6121e. 2.7x COrcrtle 3.51,Cmc. ltdlox C61u FIIIeOGJU PT Wood IJdr4 (DP,)X )=ANCHORCAP.,,, 6+16'Elco 114"SS Eko 1116•Elco 714'IS Elco 010 SI6m 012SIoeI 012 SIM MULLION CAP.,_,_ AnehorCllp Pallema An°nor ilDe 915 EI(o Unrsm tl4•Ekountacon unmcon vtS Eko uttra:m v4•Eko Unmcm AggtGgor umacm Agg:vGalor Scre+7(GS)Scr(W(G5) Screx(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eoge gslance pn) 1• 2412' 1• 2-112• 31/8• 1• 2-12• 1. 2-12' 2' 3.118' 21 0.40' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emisanml n- 1374• 1.3'4• 1374• talo• 2- 1-14• 7.14• 1-1/4' 1-174• 1-14' 14144r 1.3'6• ta+8' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 4.75 IJA G.C.I Slandard Of Met Cop(Flg.4 WO lbs 390 Its 450 IDS e901m 1644 lbs 270lbs 280 Ios MA IDs 7401Ds 374 Ilia, 664 IW NG 11h, 311 IbS 4421Ds Esc IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchas®1.15-Min O.0/Standard(or OrMl)CBp(Mg,2) 4801bs 700105 NIA IUA IUA IIIA 300 IDS IIIA IUA IIIA IUA IUA 682lb5 885 as 1123 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arc 1»n@ XMIn.O.C.1(2)2(6 AML CAPS/Pg.3) 7W lbs 780107 ISM los 1560 Me 1WG IDs 5101bs 560 k6 IVA 76011os 7481Ds 873 tbs 1892 im 6821bs Mile 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMn=@ 0.54'IAIn.O.C.I UCflp•Into.100-Alum.(F1g.4)* N/A WA INA IIIA IIIA IIIA IUA IUA IUA IIIA IUA IUA IIIA IUA 050IW CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc mrl FC6p(Flg�6). 105103 103 xs 2251bs 445105 822105 135lbs 140 Its 1771os 370 Rs t8710s 332 as 473 Its III)In 22l 260Im ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT RIIVISIID 2 Anchas Q 1.15 Min O.Cl FC6 g.61 240 ms 3`0178 II/A IUA INA IIIA 100 I INA IUA tun IUA tUA 311 Ios 442Ins :60118 ANCHOR CAPACITY TABLE. wmplyln8 whh 111r Plorlda u0dtog Codc ,O - cocpimlLv No "� FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION +4�-Todc Prodlrc(Co�:tro ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �\V NI LYNN q� 1i, FIGURE3: ��'���''......... NSF'.Zee ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' F CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS E0S ® 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 FIGURE 4: FIGURE 5: FIGURE 8: - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624, I 2•� S; 1� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O'•, STATE OF j 8083-T5 AND BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND •.FCOHIO P.• ' G e e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL .........i1 lS ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25•X.624' I/7S10NN- tt #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYRffl IMIL 1L�R,P.E. FL P.E.1168705 TABLE 11An n _ n + Mullion Capacity Table(Ibe#P) �+�� w Opening Width(forwd(caly-spanntng mWiore)orOpening Height(forhorizodagy?spennl g mllliorr) 60 In 60 in 701n 80 In 901n 1001n 120 in 140 in 160 In z c�•Id LL 0 ReclarguI., Trap?rbng. Reclanguler M.pRruit. Roelengular TrapTdang. Reelangulal Traprfdeng. Raclengular Tmp/rdang. Rndwitular T.p'fdang. Rectangular T1. "ng. Riclanputer TrapTdeng. ReclanguAar T""niang. 138%7.04 Lcading Loading Lcadng Loading Loading Loading Loading Lcedl Loading loading Loading Loading L-11" Loading Loading LaodmB Loading Loading o= 2 x.624 Alum,Tub 0 Tube P -p. .f.. -t .�•'. � 5.-. .• <� P .�'^ .& b'.. •5 'S ,. .^N .P� P .� Mullion �� a ^43 a �2 &€. Z a& ��. IL o ag a �a U 2A a a�, a� a a a�, � a€ � �� � e�, a �€ N u u"a u u v s in e a O wrc (17 n 170.0 620 170.0 475 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1480 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 J n 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.6 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 J W In 170.0 74T 170.0 663 170.0 896 170.0 631 170.0 1016 170A 68d 170.0 1195 170.0 723 170.D 1345 170.0 747 170.0 1494 170.0; 766 170.0 1783 110.0 755 170.0 2092 170.0 756 170.0 2391 170.0 756 n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 75A 110.0 1276 170.0 803 170.0 1474 170.0 877 170.0 1597- 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 861 150.2 2403 170.0 e61 W p F- m ro n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 110.0 1033 170.0 2125 170.0 1063 1483 2163 170.0 1063 129.0 2163 170,0 1063 V (p n 170.0 930 170.0 74S 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1480 170.0 1015 170.0 1673 170.0 1076 170.0 1059 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 W . 170.0 974 170.0 169 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0. 1210 143.0 1966 170.0 1276 122.6 1966 170.0 1286 1D7.2 1966 170.0 INS �oZ n 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170,0 1228 154.1 1734 170.0 1316 138.7 1711 169.6 1386 115.6 1731 165.9 1364 99.1 1734 150.4 1352 85.7 1734 150.2 1352 2. 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.6 1556 170.0 1209 147.4 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1556 141.3. 1261 98.3 1556 128.3 1229 84,2 1656 122.3 1219 73.7 1656 121.2 1215 aZ In 170.0 1151 170.0 967 170.0 1301 170.0 1116 155.9 1417 169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 14T7 116.9 1169 77.9 1477 110.8 1158 68.2 1477 1D9.3 1154 Qn 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 70.9 1110 876 922 71.0 1110 00.7 910 59.2 1110 71.3 691 60.7 1110 65.6 078 44A the 62.7 870 F � p zZrn 117.0 975 120.3 872 97.5 975 101.5 B66 B3.6 975 88.3 842 73.2 975 78.6 829 650 976 71.2 817 69.6 975 65A 807 48.8 976 67.4 789 41.8 976 523 776 36.6 975 49.3 767in 82.2 771 84.0 696 68.6 771 TO.T fi85 68.7 771 61.7 fila 61.d TT1 64.3 661 45,7 771 49.8 655 d1.I 771 -04.9: 647 31.3 771 38.9 632 29.4 771 35.0 621 25.7 771 32.4 612x OIn 76.7 730 77.3 661 63.1 730 65.0 660 64.1 730 56.3 640 473 730 49.9 631, 421 730 45.0 622 37.9 730 41.11 614 31.6 730 35.6 600 27.0 730 31.9 So9 23.7 730 29.6 581 W (0 in 69.9 624 61.0 569 49.9 624 51.2 560 42.8 524 44.3 552 37.5 62A 39.2 644 33.3 624 353 63T 30.0 624 32.2 631 25.0 '624 27.7 619 21A 624 24.6 609 18.7 624 22.6 501 � � U) m 34.7 437 75.1 400 28.9 477 29.7 395 21.8 173 25.d 390 21.7 433 22.d 385 19.3 4]3 20.0 381 17.3 473 18.2 376 () N Q > a$� 0 W m0 TABLE E11B O ANCHOR CAPACITY ADJUSTMENT FORMULA: V�'g � �� 'w AnchorCapaclty Table(Iba) ANCHOR CAP.,,,,,,,-,a e+ n suMlmtc: 2.7k corcrt4e 3.5k cone. Hdlax CAlu Flees Elc PT Wood Lldte (DP,)X( )=ANCHOR els•Elco 116'SS Ek0 6'16•Elco 174'SS Elco a10 sect 01251687 nlz 57x7 MULLION CAP.,„,,,,,, Anchor Cllp Patients Ancna7ype 3'16'Eka Ultrxg7 4a•Eko uBracon un. &16•Elco urtrxm 1/A'Elco Ullaron Aglil unracon AggRGata sc.W(G5)Screv(G� Screx(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Ostance On) 1' 2-112• 1" 2.112' 8.40' 1' 2.42' 1" 2-112` 2' 3118' 2' DAB' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emb nn(nl n' 131d' 1364• 1 WO fy4' 2' 1-114• 1414• 1.114" 1-V4' 1-1/4' 1-114' 2' 1-3'8' 1;18• rules ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ambom@4.75'1AIn O.C./Slandatl Or Orel alp(ng.t) 390 IDs 390 IDS 450 IDS 090 IDS 1644 IDs 270 IDS 28WO Its 354 IDS 740 Its 374 IDS 664 roe WGIbS Wi 1Da 442 IDS 5so 116 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhxs @ 1.15'611n O.C./Glen=(or p5el)CUp(Mg,2) 490 IDs 700105 II/A IVA IUA II/A 300 IDs II/A IVA II/A wA IVA 68211cs 895110 1120 lm CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arc1na@3.7.IIn.O.C./(2)2c6Argle Cups/(639.3) 780 IDS 760 n. 680 IDS 156017. 1806IDS Notes 560 IDs h1A 760 IDS 748105 800105 1692 IDS 6021os BBS IDS 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arclslrs @ 0.54'hnn.O.C.l u47Up,Into.100'Alum.ft 4) II/A IVA 11 A IVA II/A uIA wA N/A IVA run WA IVA IIIA 1ua 1267118 CAPACITY WHICH MAY BE USED TO QUALIFY I Arclnrl F-Up(Rg.6) 195 lbs 1961Ds 225IDS 445 IDS 822IDS 135I0s 140 Ra 177 IDS 31oltx 15 IDS 332 IDs 4731(. 170IDS 221 IDS 2a ba ADDITIONAL ANCHOR OPTIONS FROM THE z Mcron @ tt5•I,un o.cJ FLnp 038.s) 240105 350 Ibd 14A tun NIA wA 100105 wn 1uA run tuA Iun 341705 442100 560Ios ANCHOR CAPACITY TABLE. PRODUCTI2BVISDD me, vvhll lhD Florida Butlding Oode ' 1.250' A4xeptmlcgNo - `�'J'•� FIGURE 1: FIGURE 2: TABLE NOTES: SxV onpal0 �2p 0 ® 8 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miall ode Pro n<I Cor11ru1 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\11111 11 1117j1j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;n�'``,N0•' •• •••••.. FIGURE 3: •� , 116ENSF •.,'P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' Q•; =r CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ s` No.58705 Fs 0 0 e BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %� FIGURE 4: FIGURE 5: FIGURE 6: UTF 0 .'•`�� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 844 '� •'•.FLOf2101;•••�� ® 6063•T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _t F. •••.....• e ® ,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36,ALLX11 S/nNAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. v1/1 I I 1 1 1 111 411 • #10&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25 MULLION 824" A LYNN P.E.$LER, E TABLE12A Mulllon Capacity Table IbsIR= Wz„y q offqq nN� } Opening Wldlh(torverticalty-spenr7ng mUllons)or Opening Height(torhORzonlelty-sperWrg mtlll0ns) 50 In 601n 70 in 801n 901. I loop 1201n U In- 1601. Ralanguler Trep'inong. Rectangular Trapfrdang. Rectangular TmpVTdong. Roeton9Jor TroprTdang. Reclenguler TreprTdonO. Raclangular TroplTdang. Rectongular Trop/deng. Rectangular TropRdang. Reelongular Trepl4deng, 2 X4 X.26 Loading Loafing Loafing Loading Loafing LoadnD Loafing Loafing Loading Loafing Loadnfl Loafing Loading Loading Loafing Loafing Loafing Loafing n qc w AIum.Tube F F .,u• .F F E F F F F F F_ a P .F .F ox Mulllong $� a �s a a a a a aB a aB 4L a as a �� a � a� a� �B '° d c9a 0 8 S r9` d c9 c3 d c9 J` 6` 6 t9 9 8 0 3� 3 9a d 3� 0 T 3 69 3 d 430 S S` 6 N a �. s s� s� � h g s� §� D� >; 5. i s� 5 s� 6• 5 s� L.� e - m E s a s� a: sc. d`o: s err s s Z 421. 170.0 820 170.0 475 170.0 741 170.0 470 170.0 868 170.0 606 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 1240 '170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1883 170,0 621 2 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 t70.O 600 170.0 1083 170.0 680 170.0 2267 170.0 660 W_ 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 & (n 5419 170.0 707 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 17D.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2650 170.0 661 DJ O 0 601. 170.0 885 170.0 701 170.0 1083 170.0 791 170.0 1240 170.0 878 170.0 1417 170.0 911 170.0 1594 170.0 966 170.0 1771 .170.0 1037 170.0 2125 170,0 tO6J 170.0 2478 170,0 1083 160.8 2880 170.0 1067 (0 (1) 031n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 165.7 2553 170.0 1171 145.9 2553 170.0 1171 j 68 in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1763 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 d m 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1468 170.0 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.8 2184 170.0 1468 124.6 2184 170.0 1528 109.2 2184 170.0 1530 z s $ g2>? 761. 170.0 1122 170.0 037 170.0 1346 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123.6 1960 161.6 1648 106.1 1960 164.0 1535 92.9 1860 152.7 1531 d mZ 70 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1881 163.1 15M 114.5 1861 147.3 1473 98.2 1061 139.6 1459 85.9 1861 137.6 1454 Q V7 rem 90 In 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99A 1398 110.2 1162 89.5 1398 101.6 1147 74.6 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1096 F" j Q N 961. 147.4 1220 161.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1228 89.6 1028 73,7 1229 82.4 1018 81.4 1229 72.2 693 627 1229 65.A 9)7 46.1 1229 62.1 067 {-- 3Z 157 081n 103.6 971 105.0 677 66.3 971 89.0 662 74.0 971 77.2 849 64.7 071 68.4 837 67.6 071 61.0 02b 61.8 fl71 66.6 816 43.1 071 49.0 796 37.0 971 41.0 782 32.4 971 40.8 771 (n to o O r 1111. 05.4 819 97.3 832 78.5 gib 81.9 018 60,1 919 70.9 806 59. 919 82.9 79{ 61.0 019 58.7 784 47.7 919 61.8 774 39,7 919 44.6 768 34.1 919 40,2 742 29.0 919 37.1 IJ2 W X 1201. 75.5 786 76.8 718 62.0 780 84.5 705 63.9 786 55.6 695 47.2 788 40.4 888 41.9 786 44.4 8T7 37.7 786 40.6 680 31.5 766 34.8 657 27.0 786 31.0 641 2J.6 788 20.4 631 a t (p 144 In 43.7 648 442 604 36.4 546 37.0 408 31.2 516 31.0 491 27.3 546 282 485 24.3 548 28.3 479 21.8 618 '22.8 474 18.2 646 10.5 181 15.6 546 17.2 455 13.7 648 15.6 448 U N Q O O TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 z"� do Anchor Ce aclt Table - 5��� P Y ANCHORCAP. @ SuDs121o: 2.7X Concrete 3.5XCDnc. HOWC61U FWed CLIu PTWood Mold (DP-)X( )=ANCHOR CAP.,,, 4416'Elco 114'SS Eko 51C Elco 1/4'SS Elco dig Stod 01251ce1 1112 Steel MULLION CAP.,,„,,,>, Anchor>S'P0 3'16-Elco Unlacon 1fd'Ek0Un2con 3'16'Elco Nlrsal 1/41 Eko Ullmcon AneltorCllp Patterns unmcon Aggc(sator u5acm Ag2re0ata screw(C6)Screr(05) screx(c5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edgo Lrstance i n) 1• 2-1/r r 2-1/2' 3-1/8' 1' 2-Ir r 2-1/r r x116' r 0.48' 0.54' 0.e'll CAPACITY REQUIRED'CORRESPONDING TO AN Emhednrnl On) 13/4' 13/41 1314' 13x1 r 1.1/41 1-1/4' 1-114• 1-114' 1-v4' 14/4' r 11+8• 1315' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnChDrs @ 4.76'IAO O.C.I Sieroam or offset Clip(Fig 182) 390 IDS 39D Its 450 IDS 090 IDS 1644 rbs 270 IDS 200 IDS 354 IDS 740 IDS 374105 661IDs 046106 3411D5 442 as can U OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm@2.W-Mir,O.C.I Standard(Or COW)alp Pg.3) 740105 7401cs 6301D5 140SWa 1424 IDS 141A SCO IIH WA 095 IDS 11/A 000 IR IUA &12lbs 0851Ds 1120103 CAPACITY(FROM THE TABLE)OFTHE SELECTED 6Archas @ 1.71'A11n O.C./Standerd(a C(ael)C9p(Fig.4): 6M IDS 0501 758 IDS 1946 IDS Il/A 11/A 705 IDS HIA 7BBIts IIIA IBA IIIA 1022163 1327Ius 160)115 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors @ T MIn.O.C./(2)2X5 Angle Clips/(Fig.6T 780 IDS 7 D5 680 IDS 1563 IDS 11806 IDS 510105 563 IDS td/A 760115 748105 B801hs 189121Ds 692109 aes R6 1120 NS CAPACITY WHICH MAY BE USED TO QUALIFY 6AnchomQOr 1.191.O.C./(2)WArgle Crips I(Flit.q 1170lbs 11701Ds 1020lbs 2340 too 2a444 IDS 81 Ds 640 IDS NIA 1140105 1122103 ' 13201D5 29381Ds iozzlDa 13z7115 I6001DS ADDITIONAL ANCHOR OPTIONS FROM THE 3Amtom@1.34,1,ilu.O.C./u-0Op,Inlo.125'Alum.(Fg.7)' IIIA FUA rax ruA nrA tl/A WA IUA IBA tllA IUA B& HVA IUA 7D73I ANCHOR CAPACITY TABLE. 6Anchors@0.611811..O.C./11-al,I.lo.125'Num.(Fg.a IIIA IUA IUA IUA IIIA 111A IUA I4/A IUA IIA IUA IUA HIA IUA 21 IDs PRODUCTRBVISBD 2Ancbors@268•I41.O.CJF4:0p(Filio) 370105 370105 316105 743106 712109 II/A 260 Px 11A 340 its tllA A40I� ;IA 341105 4421W 56O IDs se COp1PLYM8 a'Rh IDD PIo51da. Bunalos croaD 3 Archersa 1.71'MIh.O.C./F471p(Fg.iOy 443 IDs 525105 370ID3 973108 HIA I41A 353105 p/A 300105 IUA IUA IUA 511105 664105 64)IDs goocptBndo NO $D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. onDat,. CIRCLED VALUES ARE USED 1N THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' lank dda Product Control e • • • • • • o TABLE NOTES: ....... tttl}IIIIl/// 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4�••'1GENSF '•.FAQ FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1. : •%(' • • • • ,250' - 4.000' No.58705 • • • • 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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _-D • • LOCATIONS. jS STATE 0 kJ FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT � ns•,,F(pR1Dl`.•���� 3• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ""'•• ALUMINUM SHALL BE GOG3•T5 AND BE A MINIMUM OF.125`THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2'X a'X.25'MULLION '�'/r7,11" � tt MUST BE USED 9 I I t • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.010&/112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S: FL P.E.#58705 TABLE13A �y R Mullion Ca ac Table Ibaffe w o N R Opening Width(for vertically-sparcllrg mUllons)or Openin g Height(for horizorfaiyspemirg mWlions) gte 601n 601n 701n 801n 901n 1001. 1201n 1401n 160 In yl'.ido Roclangular 7mpTdong, Ractaneuler TrepTdmo. Raclen0uiaz TrojJTdang, RoclanBWar Trap7dang. Roclangular Trapridang. ReclergWor Tmp/l'dan9. Rectuplar TrapfTdong. Raciangular La1JTdarg. Roclsnllular Treprhiane• do r: 2.87[,26 Loading Loading Loafing Loading Loading Loadng Loading L"dog Loading Loadng Loading Lowing Loading Loadng Loading Loading Loading Loading 4: Alum.Tubex a x x x p x r r a a a 21 r p a ,2> r �• ?• a oz 0 Mulliond � 8 sR.. $ "B �� $g 3" a a., g 0'. A N 6' 3 3a 3 3 3 c3 t3 g�` 3 3 3 3� cR r�� 3@ 3 3�` 3� a tRe 3 tS� m Z� 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 50B 170.0 092 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 0 W J 111 481n 170.0 708 170.0 524 170.0 5% 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1983 170.0 680 170.0 2267 170.0 680 ? _ 50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1745 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170,0, 758 170.0 2791 170.0 758 o 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 17D.0 837 170.0 1594 '170.0 666 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 881 m OO O 801n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170,0 1417 170.0 844 170.0 1594 170.0 098 170.0 1771 .170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1083 170.0 2833 170.0 1067 f=-• rmp J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 6 681n 170.0 874 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170,0 1558 170.0 1080 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1280 170.0 3117 170.0 1286 Z 72 in 170.0 7083 170.0 BTB 170.0 1275 170.0 1009 170.0 1480 170.0 1120 170.0 1700 170.0 1226 170.0 1813 170.0 1315 170.0 2125 170.0 1367 170.0 2550 170.0 1488 170.0 2975 170,0 1529 170.0 3400 170.0 1530 sy� w 8 LLI J 761. 170,0 1122 170.0 837 170.0 1348 170.0 7080 170.0 7570 170.0 1209 170.0 1791 170.0 1322 170,0 2019 170.0 1421 170,0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1094 170.0 3589 170.0 1705 J d o 5 c2Z E 78 in 170,0 7151 170.0 067 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1796 Q J �' 1-- Z N O 901. 170.0 1328 170.0 1114 770.0 1684 170.0 1328 170.0 1859 170.0 1498 110.0 2125 170.0 7653 170.0 2791 170.0 1703 170.0 2858 170.0 1818 170.0 3188 770.0 2125 156.0 3413 170.0 2273 136.5 3417 170.0 2381 Z 90 N 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3189 166.0 2470 120.0 3199 156.1 2428 10BIn 170.0 1594 170.0 1409 170.0 1813 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2078 104.6 2761 170.0 2271 148.3 2781 101.9 2333 123.8 2781 140.4 2281 105.0 2781 125,8 2234 02.7 2781 116.0 2190 N III In 170,0 1838 170.0 1454 170.0 1068 170.0 1700 170,0 2297 170.0 1832 170.0 2821 170.0 2149 151.8 2032 162.3 2245 130.0 2032 148.4 2216 113.8 2032 128.4 2100 97.0 2832 115.1 2128 85.4 2632 106.3 2096 UOf 1 X m U)1201. 170.0 1771 170.0 1588 170.0 2125 170.0 1859 154A 2252 159.9 1091 135.1 2252 141.4 1884 120.1 2252 127.2 1936 108.1 2252 118.1 7915 90.1 1152 89.8 1872 772 2252 88.8 1838 87.8 7152 81.4 1808 F X 1M In 125.1 7584 126.6 1445 104.3 1584 106.1 1525 H9.4 1584 91.5 1407 78.2 IS6S 80.7 1390 69.5 7584 72.3 1373 62.6 1581 85,7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 30.1 1564 49.4 1 1287 1 <�04 Z TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ a Anchor Ca eclt Table Ibs ANCHOR CAP.,,,,,,,, subslmle: 2.7kCorcrela 3.SkCaw. HdIvxCAIU F61cdCAlU Prwaod 51e1e1 (DP„)X( )=ANCHOR CAP.,„ 5'16'Eko 714'9S Eko 5116•Elco 114'SS Eko 910 Sleel 012 Sleel 012 Sled MULLION CAP.._,_ Andwrrype: 3I16•Eko Ullmcan 1/4'Elco Ullracon 3ni6'Elco UlDacon VVEko UIU.Om Anchor Clip Patterns UI AggmGalor Unmcon AggreGator SO W(G5)Screw(G5) SUM(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgegslance(in): r S12• Is 2-1n• 3.1/8• 1- 2-112• 1• 2-ir2• 2• 3-116• 21 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment On): 1914• 1.3/4• 13 1.774• 7 7-1/4• 1.1/4• 1.1/4• 1414• 1.1/4• 1414• 2' tale 1.318• vedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.757Min.O.C,I Standard of Oftel gip(Fig.182): 3901bs 3901b3 450 lbs 690 lbs 1644 Its 2701bs 2801bs 364 lbs 740 lbs 374lba 664 Ib. 946 lbs 341 no 442 Ito 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 4.66'Ain.0.01 Standard(orO8se0 Crip IN.3): 780 tos 780 ft 900lbs 1760Ibs 32321bs 540 Ibs 560-IM 708lbs 1460 11m 748 lbs 1272 ft 1892 lbs 062 W Win 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchors@1.71'Min.O.C./Standard(or O6se0 Crip(Fig.4): 1180Ibs 1400 lbs 10101bs 25951ba WA WA 940 IM WA 1D05im WA WA WA 1383 lbs 177016.3 2240 I MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancirwa @ W Min.0.0/(2)2x5 Angle aps/(Fla.5):1 780 lbs 780 1b. 68016. 15001bs 1888!as 540 Ib. 560 1b. WA 7601bs 74811. 8601bs 1892 1b, 682 lbs 085 lbs 1120 Ib$ CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anah.,Q 3•Min.O.C.1(212.5 Awle pips/(Fig.6): 1560 Iba 1560168 1360 lbs 3120 lbs 3792164 1060 ft 1120 ios WA 1520 lbs 1490 lbs 17601ba 3784lbs 1363 ms 177016. 224016.3 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors@1.5"Min.O.C.1(2)WAnglo pips I(Fig.71: 16601bs 210016. 1440 lbs 3760 lbs WA WA 1320 1b, WA 15001bs WA WA WA i 204516. 265116. 3360 los ANCHOR CAPACITY TABLE. RODUCI•RBVISED 4 Anchors @ 1.34'Min.O.C.I U alp.W..125'Alum.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 @s compl7ingwhh the F llda 8 Awhms@0.64'MIn.O.C.I U-01p,Inlo.125'Alum.1Flg.9): WA WA WA WA WA WA WA WA 11A NTA WA NIA WA NIA 2861 Ibs I--2.000'--I ooeptu00do 2Anchom @4.88'MIn.O.0/F-gip(Fig.10j: 39016. 38016.3 -05016. B901W 181616.3 27016. 28016. 35416. T401bs 37416. B70Ibs 9461bs 341 Ibs 442lbe 5601ba AOoeptenw No� v rylretEor7Dat0 �J 4Anchom@1.71•Min.O.CI F•gipffh.11k 590 Ibs 700105 66516. 129016. WA WA 4701bs WA 631 Ibs WA ,WA WA 68216. 88516. 112016. ,250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ��Ccc TABLE NOTES: Miami Dade Pmdua Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • • • • • • • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \�� N( ,,,, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • 6.000" 4' .-X • e • • • .. • • 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 - - FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ct DEANGLE • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED A S'AT(FIGURES CONCRETE BLOCK UNIT(CMU)SHALLCONFORMTO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED /• • • • 7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'MUST BE USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO 71�S�ON A�•`\�4` PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 0"X.25' A.LYNN�v{ILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A oN�N Mullion Ca ac Tablo lbs#tz Opening Width(for rsrticaly-spanningmuillons)orOpen Ing Height(for hod z'n1alyspanningmullions) o�x� a Sa In 601n 701n 00In 901n t001n 1201n 1401n 1601n til m' u O - Ralongular TmpfTdare. ReNareular Tregrdare. Reclongular TrepTdore• RectangNar TrapIrdorg, Reoiangular Trap'Ttlere. Rectareulaf TrapTtlare. Heclan9uiar 7repRdare. Rectarel4ar TrapTdare. Rectangular 7rapTdarg, k' �o ax o 1.28"x 2.11" Loodig Loading Loading Loading Loading Loading Loadug Loading LoadOg Loadlre Loadre Loading Loadfre Laadlre Loading Loading Loadire Loadire nx g U x.125"Alum x n �• z: a o a! Tube Mull yygl- y��LC• $�°, ygLL• B ppL� p¢ "��}• "s1' '� yQ�. 'a� Fs yCV S 6T 5 b € $ 6 6 $ 6 b 5 6� S a S 6 fi fi� E 6� m 421n 144.2 526 167.0 428 120.2 526 14&9 410 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 1134.1 411 60.1 520 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 W 4a In 96.6 403 106.0 333 60.6 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 70.1 316 48.3 403 7&6 314 40.3 403 78.6 314 34.5 403 78.8 314 30.2 403 78.8 314Of J W 50.626 to 8Z3 362 91.0 301 68.6 362 79.3 294 5&8 362 71.9 289 61.6 352 67.2 288 45.7 362 64.6 284 41.2 302 183.6 2113 34.3 362 63.5 283 29.4 362 63.6 283 26.7 362 63.5 283 2 o 541n 67.8 318 74.1 267 116.6 318 64.2 261 48.6 318 61.7 256 -024 318 63.5 257 37.7 318 50.8 250 33.9 318 48.6 249 28.3 316 49.1 248 24.2 318 49.1 248 21.2 318 49.1 240 O { pW0 co 60 In 49.6 258 53.7 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 260 37.2 207 27.5 258 34.9 204 24.7 260 :33-0 203 20.6 259 32.2 201 17.7 258 3Z2 201 16.6 258 322 201 1=- c0 J 'r 63 In 427 234 468 200 35.6 234 39.1 105 30.5 234 34.7 192 26.7 234 31.0 189 237 234 29.4 166 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.6 183 13.4 234 26.5 183 2 D. ri Goin 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 237 169 15.5 213 22.2 187 13.3 213 220 106 11.6 213 22.0 160 Z l4 V, 721n 28.8 179 30.1 165 23.9 179 25.6 152 20.4 179 22.5 '149 77.9 178 20.3 147 15.9 179 18.7 145 ' _ W 761n 24.3 161 26.4 140 20.3 161 21.6 137 17.4 161 79.D 135 15.2 161 17.0 133 J o v rcZ 781. 225 152 23.5 133 1&8 152 .19.9 131 18.1 152 17.5 128 Q Irl r ~ eN-• Q m p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: C`I r Anchor Capacity Table(lbs ANCHOR CAP.,..-.,,,, X Z o N0 SlDstrale: 2.7k cancmte 3.Ek cmc. HDII"C14U Fined CIAO PTWooa hluu (DP,,,)X( )=ANCHOR CAP.,,, rA 6/16"Eko 1/4'SS EIcd 511V Elco U4'SS Ek HtOSlrri MIZSIeel g1251ee1 MULLION CAP.,,,,,,,,, (n ri Anchor Type: S'16'Elcoullxon 174'Elco ullmon 3116'Eko Ugruon 1r4'Ekoullmcm W N AnchorClip Patterns uerecm A9greGalrr Ln AggreGalor Serew(GS)screx(G5) screw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR of X Y Y Edge 13111a.0(In} t" 2.12' t' z-t2' a-tre' 1• 2.12' 1' 2-12' 2' 3-18' 2' 0.48' 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN FL m W U) EmbWn[>ll My 1.Y4' 1514' 18'4' 1514' 2' 1-114' 1-14' 1-1/4' 1-114' 1-714• 1.14' 2' I'/e, 1311• rales ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4 Anchors®3'/An.O.C./ 2c5Argle Cil /(F1S 7j 7601m 780103 6801m 1r071as tPB61m 540 kb 560104 r1A 76o los 74BIm deg lm tmzlm 682 lbs 865 IM t4301m OPENING,WHEN IT IS LOWER THAN THE MULLION Qac-' Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED O' m O s.0 MULLION.IT WILL YIELD A MINIMUM ANCHOR _ 3 �m� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r1 266" I '7GLIVI SED win the FloridaSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I p�1 nJ Oaiidblg aYpJan No O •O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Fxp' nDotc - FIGURE 1: , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 115 r' ® ® ♦� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116+ %Veinl Dod;Product COn1ro1 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. II - 11111 i 1 11 r r//7 ANGLE CLIP MUST BE USED IN PAIRS. .125+ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L `\ �O „• 4�` ��l CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED r \���1�••'�10ENSF'•,�F`,�1 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125+ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.126'MULLION No.58705 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. av 'SOA. tATPE31 s'ONAL '//Initlr, A.LYNN MILLER,P.E. FL P.E.#58705. TABLE 15A A „ �n t4 MUIIIon Capacilly Table(Ibse) Opening Width(for vorfloolly-sparring mUllons)or Opening Height(for torlzontaly-spardftrnulions) 501n 601n 701n 80 In 901n 1001n 120 In 1401. 1601n g�C; o Reelengular Ta o Reden for Tra don. Rede. lar Tra d �]oo P'Tll no. W n'i 9 W pR arg. Rectanguar Tre1VTden9. Reelen9alar TrepTdang. ReelergJer iropTdang. Reclpn0ulor Trap/l'dan0• Rectangular TrepRdang. Rectangular Trep/Tden9. o Co 3.26"30 Loading Loading Loadng Loading Leading Loading Loading Loading Lpeft Loading Loading Loading Loadlg Leadng Loading Loading Loading Loading gz 2 O DEG.AL r a a r r r p x r p a p s r r p r r r r r Z' r r r r p p u u Z.. n 9.. 3 3 'a c.. m a �.. 6 m� a m �� 6 t() BAYMULL "� a� ag a aag, '� •' ' . g 4 N a 3E 3 ae a� 6 a s �" a � 811 6 6 6 6� b• 5� 5 S.5 §� x 6� g`� 6 $£ 6 6 6� �. 6-' �� 6p SE t» �° W ` _ ' -a I e Z y I Q 42 In 170.0 620 170.0 435 170.0 744 170.0 478 1 170.0 666 170.0 608 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 '170.0 621 170.0 1468 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J W 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 6110 152.2 1622 170.0 680 130.6 1622 170.0 680 114.2 1522 170.0 660 _ 50.6261. 170.0 747 170.0 567 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 7105 770.0 723 110.0 1345 170.0 747 1&2 7443 170.0 756 138.8 1453 170.0 768 117.3 1143 170.0 758 102.8 1443 170.0r.." W o� 0 641n 170.0 797 170.0 612 170.D 956 170.0 69) 170.0 1116 170.0 754 170.0 1276 170.0 803 160.4 1353 170.0 a37 144.3 1353 170.0 856 120.3 1353 170.0 881 103.1 1353 170.0 861 00.2 1351 170.0 CO M U) 60 In 170.0 855 170.0 701 170.0 1003 170.0 797 187.0 1218 170.0 876 148.1 1216 170.0 844 129.9 1218 159.8 038 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 148.1 l-- 8 J J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.6 933 131.4 1150 153.0 914 116.8 1160 141.9 898 105.1 1160 134.2 885 87.6 1150 128.7 871 76.1 1160 120.2 870 65.7 1160 126.2 Q. ' m $ solo 170.0 974 170.0 789 152A 1048 165.6 881 130.6 1046 146.6 664 114.3 1048 133.1 850 101.6 1048 123A 839 91A 1048 116.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 106.2 z U)� J Lp x `5 C 72 in 140,8 880 147.9 764 117A 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70,4 880 88.2 703 56.7 1180 78.2 693 50.3 880 76.6 6011 44.0 880 76.4 � �� U �Z J - 761n 119.7 790 125.1 690 99.8 790 106.4 676 85.5 .790 93.3 663 74.8 790 83.9 652 G6.5 790 76.9 643 59.9 790 71.7 635 49.9 700 65.1 624 42.8 790 62.1 619 31.4 790 61.5 617 Q ,- a } "- f 781n 110.8 750 116.5 657 92.3 760 08.1 644 78.1 760 8.5.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 805 48.2 750 59.4 594 39.6 760 66.2 586 34.6 750 65.6 586 Z Q Q N � 901n 72.1 663 74.4 500 60.1 563 62.9 491 51.5 663 64.8 483 45.1 SW 48.9 475 40.1 663 44.4 466 38.1 503 40.9 462 30.0 563 30.2 452 25.8 503 33.3 445 22.5 663 31.8 442 Q m Z _ f- W o 00.O 961. 59.4 495 61.1 M3 49.5 495 51.5 435 42.4 495 44.8 427 37.1 405 39.0 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 20.0 394 18.6 495 25.0 390 W w w o0-6 1PB In 41.7 391 42.6 353 34.8 391 35.9 348 20.8 381 31.1 342 26.1 391 27.8 337 23.2 391 24.9 333 20.9 391 22.8 320 17.4 391 19.7 321 14.0 391 17.8 316 Y Y 1111. 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21A 370 72.6 318 19.2 370 20.8 312 111.0 370 is.I 306 � Q (n (0 120 N 30A 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 2110 19.0 317 19.9 276 16.8 317 17.9 273 � Q U 003 Q O 1441. 17.6 220 17.8 203 CIL o Z m Q S:Q F rc� TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibs ANCHOR CAP.,.,,,,,,,` Substrole: 2.7k Concrete 3.5k Cl. H.0-CMU RIMCL1U PT Wood Met.1 (DP")X( )=ANCHORCAP... 5'16'Eko 1!4'SS Elco 5/16'Elco 114SElca p10 Steel 012 Steel 912 Steel MULLION CAP. ,,,,, Anchor Clip Patterns Ancthrrype: 3116'Eko Ul9acsn fl4'Ekc UlBacan y1G'Ek.Ullracon 1!4'Eko Ul9econ Ul9ocon ApgSs Ih' Ultmcan AgproOstor scorn(05)Screw(G5) Screw(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edo.Gsleneo(in): r 2.1rY r 2-111• 3.110• 1" 2-111• r 2.711• 2• 3-118• 2- 9.40• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment 8n): 1-314• 1.3/4• t-314• 1-314• 2' 1.114' 1-U4' 1-114' I.M.i1-714' 1-114• 7 1-316• 7.318• wries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®5-Min O.C./(2)2a5 Angle Gips I(Fig.1): 390 lbs 390 lbs 45 IM B901bs I700lb, 272:11 280 Ill 354 IM 740]be 3741bs 720 lb, 946 lbs 3411bs 442111 5001bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncMrs®3.5•Min O.C.!(2)?Ir5 Angle GIDS/(Fig.2): 180111 78016s 790111 taro lbs 252510.1 510111 560Ibs NIA 1120lbs 740Ihs BBOlSs 1092 lb, 682 IM 685 We nzo-lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Andhra Q 231•Min O.C.!(2)245 Angle Gips/(Fig.3k 1120lbs 1120 Iles 858lbs� 2246 lbs 2254111 � wn 640115 IVA 1059111 IVA 1320111 wn 1022 lb. 73271.1 1880111 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULT Rl(VISED ANCHOR CAPACITY TABLE. ucomply(ngwillllheFlo d0 FIGURE I' luildlag Ccd9dA TABLE NOTES: mptoncoN0 r ' apimt� Olc • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. %ligml adSPr uct Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" `\���QN"( LYM • • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30` `�� (:CENSE'•,�E,p�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 525 3.250' 14 No.58%05 1' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED (r•'�e , • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" --U •: %^( THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30*BAY LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Af'LLION S T TE • • THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. !��s''•;C<ORIDf`..•'G��;: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. s/Un(n ILLtR,R�P.E. A.LYNNIM FL P.E.#58705 TABLE16A Mullion Capacity Table Ib6M' OpeningWidth(for W7rlicaly-spalrirgInUliorls)orOponingHolght(for horizor7t0psparrirgmillions) 50 In 601n 701. 501n 001n login f201n 1401n 180In Bmf O Reel enIli lar TraprrImil. Rectangular Trap7rdeng. sell of irepTdeng. Netan9Wor is an RectanguReel lar lleplrrimg. Rso angWor Trepr7aang• Reclongular Trap/Tdeng• ReclangWar TrelJrdarg. ongflar Trapfftleng. oo ~ aY to 3.26"46 Lues.0 Loadng Loafing Lowing laadrp Loadng Loafing Leadng Lowing Lcedng Loadng Loafing Lowing Loadng Loadng Loafing Loadng Loafing DEG.AL �o� z u BAYMULLoa A .$ --- a D3 8^ Ln N g� g 3 is N o s m F- $ �� � `s� � S o� �£ In � W 2�, �a sem, �rc $ a� E� d a'1 as d`a sow fo sem. a� �� a ��, 421a 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 160.3 1871 170.0 521 J W 481n 170.0 703 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0.1275 170.0 677 170.0 1417 X170.0 880 183.7 1817 170.0 680 140.3 1837 170.0 080 122.8 1837 170.0 680 o 50.625 In 170.0 747 770.0 663 170.0 696 110.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 •170.0 756 147.1 1552 170.0 756 128.1 1552 170.0 756 110.4 1552 170.0 750 '�o 0 54 In 170.0 797 170.0 612 170.0 956 170.0 601 170.0 1116 170,0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 165.2 1455 170.0 850 120.3 1455 170.0 881 110.8 1455 170.0 WI 07.0 1455 170.0 801 m o ~ 7 O J 801n 170.0 885 170.0 701 170.0 1061 770.0 797 170.0 1240 170.0 676 157.1 1308 170.0 844 139,7 1309 170.0 880 125.7 1369 163.5 994 104.8 1308 157.1 982 89.0 1309 157.1 982 78.6 1309 157.1 962 F J 831n 170.0 930 170.0 745 170.0 1718 170.0 $50 162.9 1247 170.0 940 142.5 1247 104.5 983 126.7 1247 152.6 005 114.0 1247 144.3 952 95.0 1247 138.2 930 61A 1247 135.7 935 71.3 1247 135,7 035 z IL rr 881n 170.0 974 170.0 789 170.0 1189 170.0 907 148.4 f19 183.7 965 120.8 7100 147.8 045 115.4 1190 136.5 928 107.0 1190 128.4 914 80.8 1180 119.5 090 74.2 1190 118.1 803 84.8 1190 118.1 893 J m c 721n 161.6 7010 169.8 077 131.7 1010 144.8 869 115.4 1010 121.2 812 tOf.O 7010 115.7 028 89.8 1010 105.8 817 80.8 1010 98,9 007 87.3 1010 90.6 705 57.7 1010 87.8 780 50.5 1010 87.7 769 o 'dW J v rcZ 701, 137.4 900 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 900 98.2 749 76.3 808 88.2 736 68.7 900 82,3 729 57.3 906 74.7 716 49.1 91)6 71.2 710 42.9 900 70.8 708 Q d, jr r 7a N 127.1 861 132.5 754 105.9 681 112.5 738 1 90.8 681 1 98.0 725 79.4 651 88.5 713 70.6 801 81.0 703 63.0 881 75.4 694 53.0 881 68.1 681 45.4 801 64.5 875 30.7 1 881 53.7 072 Z Q Q N 90 N 82.7 848 65.5 575 68.8 818 72.1 564 50.1 840 82.9 554 51.7 618 50.1 545 46.0 840 50.9 537 41.4 848 47.0 530 14.5 840 41.5 510 29.5 618 36.2 511 25.9 046 30.5 507 Q m Z 0 F W aO a 901n 68.2 568 70,1 508 56.6 588 50.1 490 48.7 568 51A 491 42.6 668 45.8 483 37.9 566 41A 476 34.1 568 38.1 470 28.4 588 33A 459 24.7 588 30.5 452 21.3 588 28.7 447 Sn W�� •- 1081n 47.9 449 48,9 405 39.9 449 47.2 389 34.2 449 35.7 393 29.0 449 31.7 387 28.0 449 28.0 382 23.9 449 20.7 377 20.0 449 22.7 388 17.1 449 20.4 361 15.0 440 18.9 350 111 In 44.1 425 45.0 385 36.6 425 37.9 370 11.5 425 32,6 373 27.6 425 20.1 387 24.5 425 26.2 382 221 425 24.0 358 18.4 425 20.7 1 350 1 16.8 425 18.6 343 o Y Y 120 In 34.9 364 35.5 331 29.1 361 29.8 326 24.9 304 25.8 321 21.8 384 22.8 317 10.4 304 20.5 313 17.5 384 18.7 309 (7 O 1441n 20.2 253 20.4 233 16.8 253 17.1 230 d o "� r0 m� TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: e Anchor Capacity Table Iba ANCHOR CAP-,_,,,, Subslmle: 2.7k Cottrele 3.5k Cone. IIOffoWGAU FNM CMU PT Wood Moral (DP..) )=ANCHOR CAP.,,, 6'18•EI,. i/4•SS Eke 5/16'Elco 174'SS Elco 010 Steel 012 Steel 012 SteelMULLION CAP.,,„,,,,,,, Anchor Clip Patterns Anchor Type. J116'Eko UlVecon 114'Eko UlVacm 3'16' too UK- 114'Elco UNecen UiVtton ApgrcGotor Uitracon AggreOolor Screw(G5)Bcrax(GS) Scmw(G5) USE THIS FORMULA TO OBTAIN TH Edge Distance(t,k +' 2-Ir2' 1• 2-1R• 3-1(81 1' 2-12• 1. -12• 2' 3-116' r 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TOAN EmocWmmlfin): 1-314' 1-314' 7-314' 1.314' 7 1-174' i-i/4' 1-1fA' 1.1/4' 1-114' f-1/d' 2' 1JI8' tare• wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnoW to®5'hit.O.C./(2)215 Angle Ups/(Fig.1): 390164 3901.' 4501. 8911. 1700165 27o IDs x80165 3.1. 7401. Mi. 720165 946 too 3411bs 442 too %0[be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®3.5'Mo.O.C./(2)2x5 Angle Clips/(Fig.2): 7801. 71016, 790165 1111 roe 26251. 540165 5(40 ros WA 11201. 7481. 8801. 18921. 6821bs 865It. 112o los CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arwhors Q 2.71•hiin B.C.1(2)2r5Angle Ups/(Fig.3): 112016s 11201. 9511. 2246165 22541. WA 840 ros NIA 10591. WA 1320105 wA 1oz2lbs 132P1bs tMir t. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1t t; 11" -- ANCHOR CAPACITY TABLE, n,con r)flying.1dr the Florida Buildi.H Cade FIGURE I: TABLE NOTES: Avxp10 DID Dote C1i...[f� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ` T By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ibml ade Product Connol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. QBAY \� 0��.•.••••.n�7C( • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125' - �.•'•�1GENSC •'•F'P FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. q•;' x 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No.56705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" .•'O•'•u ;•-a THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT � • STATELEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "t� '•.,FLORIOP•.•'G.��. • • THE MATERIAL.810&I{72 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. Cs ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �ON....... ` A.LYIftJ MILLER,P.E. FL P.E.B 58706 h1.000"-I --' 1.000• �--• -^I 1.000• �-1.266•-� o�m� -� 1.000- 1.000• (- --.125 a: a�17 5" •125'2.750' 2.750' .125' 3.125" 3.188•.125' .125' U.900" 25" N2.000' 2.000' 2.116"265" [O.125" nr125' L . 100 376" b' .65V " t - t r OIIJ LLl 1"X 2'X.125'MULLION 1'X 2'X.375'MULLION 1'X 2.75•X.375'MULLION 1"X 2.75'X.650'MULLION, 1'X3.125'X.5'MULLION 1.25'X 3.188'X.265•MULLION 1.26'X2.11"X.125'I.IULLION _ 6003-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 6063.76 ALUM. 6063-T6ALUM. 6063-T6 ALUM. A 0 X-SECTION X-SECTION X•SECTION X-SECTION XSECTION XSECTION X-SECTION LU 0) � O Z M Cn r•-.12b' TABLE A Z W m 2 STANDARD CLIP I 2X5 ANGLE CLIP Dimension Value(In) F07 Mullion: 6063-76 ALUM. 6063-T6 ALUM. 02 $ 2.000' 2.126" X-SECTION 2,000• X•SECTION A 1.625 J a v rcZ U-CLIP I 6063.76 ALUM. I .125" B 2.654 1°X2X.125' O r .125• 1 122X-SECTION L Aluminum Z Q rn o C 0.895 Tube Mullion Q Z Z o 00 D 0.740 a m p C> .126* I I Z o' o --I.740"I-- A 1.125 1"X2"X.375' W O Y Y 5.500• B 2.404 AluminumIx Cn r- CUTHERETO 375' C 0.635 Tube Mullion U Q .375'�I, 3.125' '1_CREATE F-CLIP,SEE MIN. r0 5.000' D 0.490 Q..� O O MIN. 1 DETAILF,SHEET4 I .375"MIN. - a$ Z..� .338'MIN. A 1.875 g 8 m0 s.0 mIY - r-------� r-------� ---------------------- B 3.000 1°X2.75""X I I I I I A A I U•CLIP A I---------I t________J 6063-T6 ALUM. `- . ----------------' 2X5 ANGLE CLIP C 0.757 .375 AIUmInUm TOPVIEW 6083-T6 ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-TB ALUM. /DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1'X2.76"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1l16'. B 3.000 .650" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED _ DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER 1116•. SHEETS 5-17 FORTHE - D 0.836 Tube Mullion ANCHOR O.C. TABLEB RODUCTREVISBD DISTANCE.MAXIMUM PGT Pen# A 2'� m cmultlyhtg whil the Florida ANCHOR HOLE 1"X3.125"X Mull Dimension(sheat#) B 2.637 u8dingrndc N 5.500' 375" DIAMETER:ANCHOR MUlllon 51d.Clip Offset Clip U Clip Angle Clip 600'Alum acptanco No .375" MIN. DIAMETER 1/16". C 0.863 . Tube Mull �• t c1c MIN.' 1"X2"X.126'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 -� - I 1"X2"X.376'(6) 666006 666114M 6661119M 666244M 666512M A 2.625 Ita of ade Product Control BY 1.25°X 3.188' I I I 1"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.262 X.285"Alum I I I 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull ��� I LYNN I I I B D 1.762 i -------- D i 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 13M15M ����,• �10ENs6''•.FQ 11.26-X2.11"X 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 666241M M16M A . 1.813 121"Alum is = No.58705 1.26"X2.11"X.125"(18) 1 69370 WA N/A WA 666517M Tube Mull _ C OFFSET CLIP NOTES: '•Cl••• r'.Z�T •�' 41/ 8083-T6 ALUM. '125" I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (� 7E OF ��/` .740°-I-4 -I ,CO..... G�` 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ,�/7i 9/0NAL'." A.L 2 LYNN MiLUE ,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -'1 1.000' f-- -^1 1.000" r- 1.062'-1 I 740' o � _L 1;�R a 062° .305" .125" 438" � o .438" I 1 o�ao 4.000` •125°STANDMD CLIP oY x v 4.000" 4.000' 2.000" GOG3YG ALUM. I2.126" 2,0L00" 2X5 ANGLE CLIP2.625' XECTION CLIP 0003.76 ALUM. LO 125" 8083-T6 ALUM. X-SECTION ,125' N .125" XSECTION .125' .125' LL $N m 0311 x .125'J 0 W r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE '125 375. .155°J .375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE -- 2 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR ° U HOLE DIAMETER:ANCHOR DIAMETER 1116'. W to p o O 1'X 4'X.125°� 1'X 4'X.375' 1'X 4'X.375' 5.500' 5.000" 375' 0=0 Z c co MULLION MULLION 'T'-MULLION 6063.76 ALUM. 6063-TS ALUM. 6063-T6 ALUM. 3.125' CUT HERETO 375. - J X-SECTION X-SECTION X-SECTION '376" �-CREATEF-CLIP,SEE MIN. MIN. I DETAIL F,SHEET 2 W d 1.250'---) .37� Z m r-------� r-------� CENTER OF r_________ ___________i ..375' , 1.250'--� 1.250' i i I I I ANCHOR HOLE j j MIN. -1 a.o u{EZ I I I I MUSTLIEWITHIN I I I I I I THE DASHED r 1 F BOUNDARY.SEE I j Z o N 0 2.875"� --- ---- f SHEETS 5-20 FOR F ---- --_I rt Q Z..Z a0 p I I I THE ANCHOR O.C. I I Q I I I I F DISTANCE. `{ 3.94' I I I I I MAXIMUM I I U Z o a I 3.250' 3.250" i i i i ANCHORHOLE I I Y Y 1 I I I 1 DIAMETER: F- _I U) U -.100" .100" .100' L J L _____J ANCHOR L_____________________u U Q I DIAMETER ill Q `� z 0 0 a o .� O _ 2X5 ANGLE CLIP �=gg m0 s:O .100` 024" 624' ` STANDARD CLIP U-CLIP 6063-TB ALUM. -r CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM, 6083-T6 ALUM. TOPVIEW �I .820' F-- I --1 .820` )-- --i .820'1� WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X3.25'X.100' 1.25'X 3.26'X.624- 1.25"X 3.94'X.024' 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) ForMulllon: 6005.75 ALUM. 8005-T5 ALUM. 0005-75 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. F 3.687 1'X4'X F 1.938 1.25'X3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125" G 0.500 X.824' 3.469' 5.500" H 2680. Aluminum H 1.438 Aluminum r I 3.000 Tube Mullion I 3.250 Tube Mullion - -2.661' .125" .375' .375' F 3.187 1'X4'X F 2.625 1.25'X3.94* IIII'' -7 .125" 1.877" MIN. WISH 1.377' I G 0.757 .375' G 1.126 X.624' I1ODUC1', . �_-_ ___� r_______� H 2.430 Aluminum H 1.500 Aluminum w-Amplyllytwilh lbc'lorlde I I I I 1 3.000 Tube B'T 1 3.250 Tube Mullion 3u0dIu3Codc 1L•�-��OS - I I I I I F 2,250 1.25'X3.25' F 2.813 30°Be Mull] m�°Ip'HO-- ',n I I I I y�Ji i{3et` , /may. .125" I I I I I G 0.760 X.100' F 2.875 45°Ba Mull 125" I I I I H 1.500 Aluminum 45° 2.250' I I I I I I I 3.250 Tube Mullion tdlaml adc Product Control 30° I I I I I I TABLED 11 U 111 I I1' 3.250'q5°BAY MULLION 3.250' I I I I 30'BAY MULLION 6083.76 ALUM. I I I `- -----J POT Perth \���0�( LYNNgf���i / -------- Mull Dimension h� / 8063-T6 ALUM. I X-SECTION I (sheet#) Mullion Sid.Clip Orfset Clip U.Clip Angle Clip =�•�.•'or-ENSC F"Q X-SECTION I 1'X4'X.125`(10) 69364 608117M INA BG6241M 66SS16M �C OFFSET CLIP _ T .125' I G 6063.76 ALUM. 1'X4'X.375'(11) 86610 666112M 666242M 666519M Z N0.58705 •, .228"J �--.981'-� '226.-T 81".4 TOPVIEW 1`X4"X.375"T'(11) 66653 666112M 866242M 6%519M if�r - NOTES: - .740" 1.25'X3.25'X.100'(13) 20160 6661127M 6562410M 6665115M ='U '• f K HIT; to_ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624'(14) 20181 6681128M 6682411M 8885118M SATE 1V 1.25"X3.94'X.624'(15) 20162 6661117M 666241M 686517M %'��.'•,,FLORID P;.•',G.��; 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degreo(19) 66649 WA WA 8685110M � S/QNAu' 45 Degree(20) 66650 WA WA 6665111M A.LYt WM)LLK P.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.R 58705 TABLE E o � ON N Mu1lDlmenelon PGT Part# (shoot#) Mullion Std.Clip I U-Cilp Angle Clip -1`--•125 �j[--.125" -�I I-.125" oEkce a 2"X4"X.25"(16)1 68802 1 868281M I 688271M I 6666112M I -q 0 2"X6"X.25"(17) 66604 666282M 666272M 6665113M STANDARD CLIP I U•CLIP 2X5 ANGLE CLIP �=4g 8083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. Q 2.000' XSECTION 2.125' XSECTION 2.000' XSECTION NOTES: N I .125° LLIT .125" .125' �+ 001)HOLES TO BE DRILLED IN THE FIELD FOLLOWING A DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. z PiN m 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I 0 HOLE LOCATIONS. .-..� I--1'490•--I J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.490• 5.500" CUT HERE TO _ 3.500' '{ CREATE F-CLIP, 5.000" _375° ED z 0 2.000" .375" �_ .375' MIN. ZU SEE DETAIL F, .375" MIN. SHEET4 MIN. F J Z r----- I I---------------------T z Wz m 1 ? (L L z 4.000" ¢ :iT �e- -I-- --- --1- 3.438' + - 3.436' L--------1 .250'-- 2'X 4"X.25' I I I 1 ZQ Z N ,- MULLION I 3.438 I I Z 00 0 6063-T6 ALUM. I I I Q@ g 0 .- X-SECTION I I I. .375" Z`n o o' co --------I - L---------------------T MIN. ui 0 L- STANDARD CLIP 2X5 ANGLE CLIP 0 ¢ 0 0 U-CLIP,6063.76 ALUM. fL.. 0 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2"X 4"MULLION,SHEET 16 CENTER ANCHOR HOLE MUST LIE 6963-T6 ALUM. a Z�(n N ,250• WITHIN.THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHINTHEDASHED BOUNDARY.SEE TOPVIEW $ u m0 s.0 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.• .2 �m0,' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE' DISTANCE.MAXIMUM ANCHOR HOLE F DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER.1116'. SHEET,, 5.20 FOR THE ANCHOR O.C. - 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116'. 5.000" 2.000•- 3.500" CREATE F-CLIP, f� '1 ,375" 1 .375" SEE DETAIL F, .375' MIN. -SHEET 4 E MIN. Pe - MIN. .375• -- -T ----- FROIJUM REVISEDi I I I I I I ronV yingwiththeFIQ1 da I I I&AS ODdc p I I 1 I I I 1 - 1 I tde Product vol .250"0251 6.000" -I - T- --j 4.688" @ - t 5.438" +--------i I 1 I I -ttllll!III I 1 5.438' 5.438" L D! ..•........... 2'X6'X.25' 1 I ,.•'�tGENSF'•.F� MULLION 6003-TG ALUM. I I 1 j j :• 140.58705 •�1r X-SECTION 1 I I I •375• 1 I I L---------------------� MIN. - •- L-------- ------ ------ -- -- STATE OF 4� L_ CORlO STANDARD CLIP U•CLIP 2X5 ANGLE CLIP �C(� ••F P,.';O;� 6063-T6 ALUM. 6063.70 ALUM. 6063•T6 ALUM. '����SSIONn�-�C'�` TOP VIEW USED FOR 2"X V MULLION,SHEET 17 TOPVIEW I TOPVIEW A.LYNN MILLEtR,P.E. FL P.E.1158705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114-.THE OPENING REQUIRES A DESIGN PRESSURE OF+60,01-60.0 PSF. NOANCHOR81NHEAD 1)INITIALLY ASSUMING THAT A i'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32"+32+1"-65".REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLt S FOR A MULLION THAT IS AT LEAST THE WI NO OW FRAME DEPTH Or 2-114*AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60-01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N SEE SEE FROM TABLE 3A.SHEET 7,THE I-X 2.75-X.375-MULLION(LENGTH g 72'.OPENING WIDTH 70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD FENESTRATION DETAILS, PRODUC`rS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. Sax APPROVAL 23 72, FROM TABLE 4A,SHEET 8,THE I-X 215 X,650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ri MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. --v5 LENGTH 04 2)USE TABLE 48 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 2X6 0) at nat CO SEE ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LOS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z L DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION 0 f2 SHEETS PRODUCTS.WILL LU 2-3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE RE�UIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE w INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUE D FENESTRATION PRODUCTS TO MULLION. 4L-- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/.60.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, NO ANCHORS IWWINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: LIE 2 0 32r?- CD ULL IDT 636 LBS F- (60 PSF)X 524,0 LBS (MAYBE USED TO QUALIFY#10#EEL SCREWS FROM TABLE 40) OPEN NO WIDTH— 72.7 PSF z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2-3f8*.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/.55.0 PSF. Z) z d. FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THATA z 11-WIDE MULLION IS SUITABLE,THE IpLIJON LENGTH IS 3Z'+72*+I"=105'AND THE OPENING WIDTH IS 36+36'+1*=7W.REFERENCING SHEET 25, < Zz: I� 00 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORAMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL 0 A- 0 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. U) MULL WIDTH FROM TABLE 3A,SHEET 7,THE I'X 2.75'X.376'MULLION(LENGTH='109%OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/-16 - AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. .1 PSF ix Y y U) U) FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(LENGTH=-108-,OPENING WIDTH-80")HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS LU 0 SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS z U) SEE DETAILS, RU), * FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WELL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+3 a x PRODUCTS 2-3 61+2'-74",NOT 73"AS PREVIOUSLY �2 S ASSUMED VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(36-112*+35-1/2'+2"=731). i 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL 111 I BETE HEADER AND SILL ARE Ir WIDE.IF THE MULLION CLIP WARE TO BE CENTERED WITHIN THE It-,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULL : 1 2' LENGTH '--SEE -"-SEE ENGON — USING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER,AND 8, DETAILS, DETA&E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LOS. OPENING SHEETS 2-3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT - FOR HORIZ. 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 MULLION TYPE COULD BE CHOSEN. IRODUCTREVISED MULLIO72,N 1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72:L+2..=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE luadins Code USED.FROM TABLE 12A,SHEET 16,THE 2'X 4-X.250"MULLION(@ LENGTH-42*,OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE , -it 4 I SEE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APP41CATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ETAILS, 7-itnwA�O- SHEETS 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' im.1)IAO Product Control ,-U2 WIDE.IF THE MULLION CLIP WERE TO 13E CENTERED WITHIN THE 8'J CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LOS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED "Xii (4)NIS ANCHOR CAPACITY OF 521 LBS. 01. 36*�HCRIZ a6,.N0R,,. LYNN .... N MULLIENGTH 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LES WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE CPENING WIDTH FOR VERTICAL MULL�:j ANCHOR TYPE IS A#12 STEEL SCREW. No,58705 .FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 0 ATE OF 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. MILL- ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Fl.P.EX 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: ® n yyryryy yNy UO'hn i o�)N Q I 2Wm.• < I PW PW PW oa 1 oY Z04 oD SH/DH SH/DH SHIDH SH/DH i PW PW ZN O F- co / W o 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / j co (n SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / I c' a HINGED Z) DOOR m SGD z 1 LOADING OF VERTICAL MULLION O W I PW I LOADING OF HORIZONTAL MULLION J J rcZ 1 . LOADING OF HORIZONTAL MULLION Q � •- d' PW Z 2Q - N o I ~ Qxx z Wmoe� / PW PW PW N U' mo o'er to IF- - -- _ PW Df Q 'fA Y SHIDH SHIDH I O4 Q O O SHlDH SWDH 1 1 Q.. Z � � I g$ m O qO 300: i� � � I � � � � / SH/DH F ❑ vi o�rc"� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION 1 PW PW HR 1 . I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGED I I ' DOOR PW PW j NOTES: RODUCT REVISED complyloy wIUj We Florida I 1)DRAWINGS ARE udding Cads 1j... ©/I 1 RERESENTATIONS OF TYPICAL �ocnplancONO 1 j PW CONFIGURATIONS. Onlo / Pw CONFIGURATIONS NOT SHOWN 1 / / MAY BE EXTRAPOLATED FROM �p� Oplik - .� THOSESHOWN. I n j BE DETERMINED,USE CANNOT \.YNN BE DETERMINED,USE �� PW RECTANGULAR LOADING.PW PW rz \P •' \GL<'!SC .FSP _ 3)SEE PRODUCTS'APPROVAL FOR �k No.58705 j /y ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION "•: PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j - %��•• a-`� ATC F ''•.,FLORW,.-'' LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN ILLEK.,F.E, MULLION MULLION - FL P.E.#58705