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Home My WebLink AboutProduct Approval (2) o' RECEIVED JUN ? i 11616 0 11':LVCiE COuNTy BUILDMG DpIZION R);VIEWED FOR CO, CE MIAMI-DADE REVIEWED JAY DATE . r MIAMI-DADE COUNTY PLANS.a i ) ERMIT ST BE Pa_P A pgUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ED401'10 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION (786}315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miarnidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Pi educt Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Proc:uct Control Section that this product or material fails to meet the requirements of the applicable building ccde. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: TprvY'E T�liMsi®mr L.MI�im APPROVAL DOCUMENT Drawing No 6300JRtt`eI" pcR �nt Aluminum Tube Mullions", sheets 1 through• 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.I6-0218.03 MIAMI DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 2013-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up . drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.OS) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Cont o1 aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, i.,sued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 t° SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: „ �+ NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 6 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 ^� < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..............................1 o ELEVATIONS.................__..............t . FIGURE I: MULL TO 2X WOOD............_..........2 a( 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS o2 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL-� ARCHES TO BE MULL TO I%&MASONRY_............2 MULLIONS 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 a' SEE DETAILS RECTANGUIM NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP. MULL TO MASONRY......................3 -1 SHEETS 2-7 �SHAPE MULL TO STEEL STUD_.................3 N - I-- — 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 5 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............._.._.........3 `- UJ ALTERNATATE CLIPS...................4 O W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, BAY MULL INSTALLATION..............4 I X275 1 25 X.37ULLSPECECS...._....5 � 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2%.375 MULL SPECS....._........B _ // 11 INSTRUCTIONS. 1X2.75 X.375 MULL SPECS..........7 of a fn IX2.75X.65 MULLSPECS............6 Z n�' SEE DETAILS / I/ / III /tl I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.580 MULL sPECS_......e m p o O F- AT G; M / III +I SEE DETAILS 1 X 4 X.125 MULL SPECS...............18 5 ~ SHEET52.3 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER t%4%,375 TUBE MULL SPECS....11 Q A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 2.3 1 X 4 X.375 T MULL SPECS........11 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.26S MULL SPECS 12 .. I III OPENING 1.25 X 3.25 X.100 MULL SPECS.._.13 Z W� m vMEU, - HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS_. e3 IENGTN HORIZONTAL 1.25 X 3.94 X.624 MULLSPECS.....15 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS...._..........16 J Q 2Z SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 s BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q fA r, SHEET 3 1.28 X 2,11 AY M MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT z 30'X 3.25 BAY MULL SPECS.........19 Z Q N p REACTIONS. 45'X3.25 BAY MULL SPECS.........20 Q O z MULLION&CLIP DIMENSIONS......21-23 F- Z y ..Q FENESTRATCo ION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES t a 2............._.......,.......24 Co 8 8 LOADING EXAMPLES....,......_....,....25 UJ PRODUCTS MAY W 9E OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THL.- RIUA BUILDING W y jy / MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULUuNS ARE ONLY TO BE USED WITH H z U) MANBGTACIURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O LIJ a O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. § ..z m O s0 /SEEDETAILS A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING NOw2ONTAL SHEETS 2a WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULL OPENING WIDTH-moi --HORIZ.MULL LENGTH--y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. —I LENGTH� 1rTI 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR•OR'TRL4NGULARITRAPEZOIDAL". /� OPENIN 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRFHEIGHT ) m complying wish the Fluids THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Hulldig Code OPENING MULL Ay �' HORS. VERT. MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN AcmplimcNu HEIC� LENGTH MULL MULL STEP 1). B pireti D°l0L L TH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BYREPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1`'UB"` °_ OPENI8 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �11y LYNN ;� �SINGLE MULLION SINGLE MULLION FOR VERTCAL MULL ) OPENING WIDTH ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR t\O,,`\c�N��,�lF�� '4 FOR VERTICAL MULL CAPACITY IS MET. MULTIPLE MULLIONS � '1 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/F-f')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE _ I` ' No.G0705 I,_ FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - VIT / STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '.��'•. F •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION % .(�•' A• •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION .•LO.... *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �i�SS "• •AISIS100.07/S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. FL P.�#58705 DETAILA: DETAIL B: MULLION , O MULLION TO 2X WOOD BUCK MULLICN 7YP.ANCHOR MULLION ATTACHED TO 1X BucKsiaP �yy OR WOOD FRAMING ATTAAN. PER SUBSTRATE, p2 U WOOD BUCK AND MASONRY SEE SEE rgeles 10-160 ENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sY OTHERS. LO N 55pp77 I MULLION SHEET I. .•:• m b yL I Z N co LD co d SEE SHEETS I I MIN 2.7 KSI '. - ,', EDGE rjJ EITHER7HE I I 21LOCq LOCATIONS �d. I I. I I CONCRETE OR CMU 'SEE EE TABLES _ I—'' STANDARDO EDGE DISTANCE 1B-Ies O_ (n OFFSETMULL ° DISTANCE EDGEm a I \ FORMASONRY LU Q O CUP MAY BE I I I /-- —FOR WOOD as I ANCHORS m p Q INSTALLED BY d a I I .° z M THI9 METHOD. SCREWS �EB'MAX FOR °°d ° I SIDE VIEW Z 9 AIL MULLIONS d' _ 0 1 v ° n EITHER TME � d ° STANOMDO U yq' m rL ° OFFSET MULL z gg da INSTALLEDBBV d EXTERIOR iH1sAErnoD. _j �6 Z d ° - EDGE G \� Q ? V a .d - ° DISTANCE I— Z �--• e d FOR - Z Q O e MASONRY \ a Q N ° THEOFFSET CUP IS ANCHORS h F •-p..G RECOMMENDED FOR 3 FIN-FRAMED U) Q y �� EXTERIOR °d WINDOWS.BUT MAY LU F ALSO BE USED FOR OTHER FRAME TYPES. Z Q O O Q Z U) TA g 8 �€•O.D TYP.ANCHOR TYP.ANCHOR Si�II s @w 4w PER SUBSTRATEPERSUBSTRATE, , C 6 N ddb TYP.ANCHOR SEE TABLES 10-165 PER SUBSTRATE, SEE TABLE9IB•1BB EDGEIEND SEE TABLES 16.188 ` BUCKSTRIP DISTANCE r/ �D SEE TABLES g7TACMMENT EMBE MENT BU AND 18-180 .1...y,• BY OTHERS, K' E E�^'�^T SEE NOTE 1• ATTACHMENT J ,� SHEET I. • BY OTHERS, - .. ... ' SEE NOTE 1, ' SHEET 1. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTREVISED as complying with aw FlTrilk FRONT VIEW Building Code Acttptanm No OCL ,O'er R.imfionpalc /jp21 INSTALLATION NOTES: B Mioml ltiodud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III I w �i 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \� ON`! LYN. 4, 2) ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��;•'�tt;(:NSIc 'Q i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE V• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� — -+�•• ND.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. '1})•� •.� S '' f . jU`- 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 'O�(.•'•.,FLOft1OP.•''('j ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRYANCHORS. -•�Ci��` A.L%NIMMLER,Y.E. FL P.E.#58705 DETAIL E: MULLION TO MULLION o Ln l9A. � a DETAIL C: — � —1 .126'MIN. INTERSECTION NOTES: A MULLION DIRECTLY ATTACHED TO --MULLION (U-CLIP MASONRY STRUCTURE IN) MAY BE INSTALLED IN'TEE-OR'CROSS' o INTERSECTIONS. u w (STANDARD CLIP SHOWN) VAI 11Esppx o \� 2)MAY BE INSTALLED HORIZONTALLY b Z IL I I I — (SHOWN)OR VERTICALLY. I TYP.ANCHOR L c^ , o o N EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 .a S m �. STANDARD OR SEE IB-176 Z MM � I I FOR CORRESPONDING MULLION. OFFSETMULL I I I TOP VIEW CLIP MAY I I I SOLE DISTANCE MULLION OINSI— THISMLEDtlY �" I� n VARIES J LLWI TNTALLEDOD. .\ I I FOR MASONRY 1 ANCHORS I 912 STEEL SCREWS, SELF•DRILLING OR PRE-DRILL a 1 \' `\1\/ MULLION AND USE SMS W O O 'lam Cn w O F MULLION F- Z O J EXTERIOR THE OFFSET CLIP IS Z V 2 EDGE DISTANCE RECOMMENDED FOR FOR MASONRY .'\ �.• 4 FIN•FRAMED LINTERSECTION W ANCHORS WINDOWS,BUT MAY BE ALSO FRAME TYPE EXTERIOR E L,,./�� ucuP Q N @ a gn � OTHER E TYPES. Z I ¢ O O TYP.ANCHOR '4 '� Q O Z N PER SUBSTRATE. V ° l,-• W p / SEE TABLES IB•77B — SEES OLE LOCATIONS FOR (n F' O �- / TYP.ANCHOR HOLE LOCATIONS BUCKSTRIP PER SUBSTRATE, X W `1 J SEE TABLES 10-135 FRONT VIEW EDr `1 'WD DISTANCE � Q i ATTACHMENT SEE TABLES U) S -•� BY OTHERS, 3 "' SEE NOTE f, •� 1B-135 UQ ? Q An h1ENT BHEET I, OZlio ;•O - •. •• °. •-• EDGE DISTANCE F— SEE TABLES SIDE VIEW b� KILN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 15.1311 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, ;�/ SEE TABLES 18.135 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE SHEETS ® OO PRIICT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ns..nsplying With W.Flmida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cod. FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS AcRrplmlce NB��s�'63 \` MULLION Bxpiml( Dot. �Z) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. © By Dado 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ___D STANCE ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN IBE TABLEs \n�.•"•• �� FRONT VIEW 1BGAANDCOMPLIANTWITHTHEFLBUILDING IB+3B y�..•�1cENse '•, s CODE.A 2X WOOD BACKER MUBT USED. ''(•; •,i! ' ATTACHMENT BY OTHERS. -i` FLU.JB/O., •,.� EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW p 1O/^'gy NOTES: Vl- J6 ;: LU- •U . I LU 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �� /�' � '•. Sl G OF ANCHOR VALUES MAY BE USED. .(` FLGR\O?;•'• 2)SEE CORRESPONDING MULLION TABLES, 01 SHEETS 5-20,FOR QUANTITY OF SCREWS. A tYNL?IILy1I4LEA,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) r $ / \ SHE TS2 AND 30'ORSAY LL bx V / SHEETS I AND J FOR INSTALLATION u TO SPECIFIC SUBSTRATES. BAY MULL N 0 MULLION m O O Z Tn O O0 0 Q O O O O W p p TOP VIEW d t=n I WSIDE IEU C:).125' O SHOWN WITH I/ONX4X.126• I TOP VIEW 1 1 i z � (n MULL] I I I �--• J Q TYRANCHOR EXTERIOR / b i i / PER SUBSTRANE. SEETABLES16BORIOB 5 g ' I TYP.ANCHDR I I 5 STANDARD MULLION CLIP i I PER SUBSTRATE. I i EXTERIOR Q Z u� Z� MODIFIED TO FIT FIELD SEE TABLES 16.148 CONDITIONS. i I 2'X 6'ANGLE CLIP, Z ¢ p1 C I I I 2 PER MULLION END.MUST BE QO Z N '- I I I I I INSTALLED INSIDE OF BAY MULL. F cD p MULLION I 1 II 11 CD LU Q I I I \ It FcovYi 2'X6'X.126' F (n 1j I I\ ANGLE CLIP, V Z ¢ 3 I I I 2 PER MULLION END, Q Q Q a \ I 1 I MUST BE INSTALLED a c Z r.N to I 1 I I INBIDE OF MULL. mQ mQ \ 1 �o _TYP.ANCHOR PER SUBSTRATE. SEE TABLES 1B4411 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. 1 EXTERIOR ll -i& ®-__ O EDGE cv D15"1pP _-L� ^`�� PRODUCT REVISED PER f s complying with Wo Florida d. �W I m� INTO WOOD,STEEL. Ampilg N nca:plm�m N.16-0218.0 ALUM,CMU ORjM—AS0N.Y O EXpirvliw,DAIc v) DGE TANCE Uy ER Mian1l ModuLl CHOR EDGE -_DISTANCE— E NOTES FOR INSTALLATION OPTION O 8 H: `\ 1LYNPER ANCHOR 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: 2)DETAIL G: �'r,•' \GENS[: 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X2.1 1'X.125'MULLION. LOCATIONS.SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -�- 1yt1,;1370 = 2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE l.\� L/` 6 U-1 LOCATIONS. ''f�•'. �jj(,,��TE �� 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. O P.•' IC`s.: A In NN m44R;p.E. FLP 58705 TABLE 1A „ Mullion CapacityTable ibsml Opening dth(for vtlrAca*aparrirgmtmions)oropening Hefght(forturizortalysparriir>amullions? SIIN 601- 70TH 60N BON IDOb 120 in 1401n 160N QQ O Redenyiar fi.ptina-g. ].21"� 4er T4yxTdaryf. Reatonguiar 'thp"7datg. lfedmgWu SreptRiu4, Radennoar Traptidang. Rociangde TmpTna-a RecienLv}a[ TrefYtdaig• Reda-puNr Tr.pRdeng. Rect.ngda Trapl7oang. a f: 1X2%,126 L"Ang Loading np I..*g Loading Loading L.Ode4 Loodng Loading Loadryf Loading Loodng Looli-g Loading Lancing Loading Looding Loading oGY6' (L5f Num.Tuba & t si' & G .L & ,� L �' F y g g - 9 Mullion kkg�� 1 1a111 � a1aS & � ZO 12In "'a 108129.6 112 108 118.6 128 7P.P 408 IOT.B 121 694 408 104.4 318 82.1 408 104.0 31D 65.0 408 104.0 119 48.8 408 10{.0 ]118 J0.9 10EI 104.0 319 JbA 108 104A ]18 7LP J12 61A 2eB 312 73A 262 03.5 112 87.0 2A0 18.8 312 0].2 ]4141.11 312 B1.J 2M 37.6 J11 81.0 144 3f2 N2 85.0 244 26,8 112 61.D 2M 2]A 512 67.0 21{ 60.6251- 53.9 281 70A 234 65.2 28t 81.6 228 46.6 281 68.7 224 39.9 261 S2.1 188 2811 80.1 We 11.9 tet 49.3 219 26.8 281 4R3 210 22.8 261 49.3 212 260 261 49.3 219 "5 61N !2A 247 67.6 107 43.0 217 19.8 302 37.8 247 41.6 1D9 ]211 147 41.1019.2 247 ]9A 19{ 26.] 117 38.1 IPJ 2L9 247 J81 1D3 16,8 Z17 33.1 181 t8.1 247 70,1 1DJ m O 60 in 35A 2DO 41.2 770 32.0 200 35.4 166 27.4 200 31.3 163 24.0 200 28.0 21.3 200 27.1 159 131 100 2l.0 187 16.0 200 26.0 186 =3 4�9In 33.1 let 38,3 153 27,8 ill 383 152 23.7 let 204 149 20.7 tai 24.818.4 fat 22.6144 t84 tat 2t.7 743 884. 280 I66 186 14Z 21.0 165 26.7 139 Z0.6 765 25.7 1]6 18.0 165 21A Z 4n Q �' T"u 725t 211 119 23.] 120 185 134 194 118 I5.9 lie 17.6 lie U 76h 16.9 US 19.7 100 16,7 726 16.8 107 t � � 7th 17.5 tia 151 701 TABLE 10 ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ zro O AnchotGa e6i Tabla!be H ul.' p ANCHOR CAP,,,„,,,,,, tt? w 6u4slmta 2.7x Carptda J.6x Conn. Hotorr CMU Faod CMU PT Wood Motel (DP_)Xt }=ANCHOR CAP.,,, r � bt16'Eka 174"a8FJxo 5716'Efoo 174'SSEk0 01061.et 8t2SIed 8128fed MULLIONCAP.,•.,,,_ W • AMnorTypa: Yta•EkaUt.con f7i"EkoUnncm Yt8'EkoUiDocon 7K'EkoUataom AnchorCllpPanemD ulvxon aggmc.wr unman AgOrenela 8cnm(05)6cn:w(GS) 8arow(as) USE THIS FORMULA TOOBTNNTHE*ANCHOR tY N � Y UP oY.te-ce 04 1' 2.1rc 1• 2-1Tt• 3-113• 1• 2-fr2• 1 1• 2-10 r 1 3-ver r O.4e• 0.54• o.3z4' CAPACITY REQUIRED'CORRESPONDING TO AN FL X ,� }? } Embedment I.: 1-31C 1N3/10 1.3/4• 1-Y4• 2' I41V 1-1M" 14/4• 1.104' 1.174• 1.104• r t-wa' late' wne. ACTUAL PRESSURE REQUIREMENT FOR THE zAmhws 496.75'MN.aa78Nndmd a OUDICllp(Fla.It, 390ms 300 I. 4501. 8901. 16444. 270 the 280 t. 354I. 740%5 =Jb1664 84114108 341111 442Ifs 3601. OPENING,WHEN IT IS LOWER THAN THE MULLIONN4 Anclwn®7.15•Min.o.c.7 fiLnad(3041..0 cup lFfp.2): 49O ax 700 m. WA WA WA wA 38014 wA WA WA 602 w. eeb 1m 1I2a n. CAPACITY(FROM THE TABLE)OF THE SELECTED4 Afxx.®3•MN-O.C.1(2)ab Ar4fe alp.I(Fig.37 7801. 7301. ego 1. 151101. 18116131 540 ma 6601. WA 760103 1692Its 682Ina 8851b. 11201. MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 ancllaa®a.4s•Mn.ac.7 ucllp,Inlo.f2s"Alum.iFp,41 wA wa WA wA wA - wA WA WA WA wa wA 7fa 101 CAPACITY WHICH MAY BE USED TO QUALIFY. 1951. 226 IN 44s 1. am. 1351. 1401. fn rol 370 ma471 rot 170110. 221110. 71101. ADDITIONAL ANCHOR OPTIONS FROM THE ZAnchora 1.15•Mln.n.CJF{Sb(F .6 2401. 38ot. wa WA WA wA 7907. wA wa wA 3411. d{21ba 60oet. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i FIGURE 1: FIGURE 2: TABLE NOTES: • ED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT g with the B I ling complying with Ng Florilh SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .-� 1.000+ � Building Colo ( A,apimtto No •42 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0x 11311 P41a '4 FIGURE 3; B 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami elrodu0t L ® , HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 4YNN Af/� Trrrrr FIGURE 4: FIGURE 6; FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125' 1 �' '•,;S �� THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT • t'X 2'X.125'MULLION 567 U5 LEAST.125' EW THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRTHREADS BEYOND L# S. • --�� tt-_iL_.._____J THE MATERIAL, &#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S. OR 410 S.S. III": fi ttt A.LYTy1�4BFt;�'.E, NIy FL P.E.i158705 TABLE 2A k ; Mullion Capacity Table 166/n1 In n Opening Width(for varticaey-6partnin mullors)or0 ening Hetght(forhodzontaly-sponningmtillon6) �,-. 601n 601n 70 In So N 901n 100 In 129 In 140 N 160 N y, Rectangular Traprrg ng. Rectangdar Irapitnang. Reotarg lar Traprrean; Raciamdlar Trop'Triarp. R4 I""g"f TTWTa.1U Reclaww 7mprrdarg. Rwtwolai Trapt7dang, R.. Jar Traprrdera Rectangta Tralftdarg.lnadvg L.Ong Leading Loading Leading Loidag Lcadng Laadlrg Load& Loailrg Loading Leadlrg Loading Loading Loaa9g Leda& Loading Loadlrg lj,.v '.IF W 1 x2x.376 gg gg g -[-T E MMu11T n a t3� ` �• sly tS �• �' �• �' N Wz 421n 170,0 020 17a0 435 151.3 662 170.0 478 129.7 662 17ao We 11115 662 169.5 518 100.0 682 1089 517 908 862 1689 517 T&7 682 1681 517 64.0 602 169.9 617 68.7 661 16&8 517 _9 }^, 48 In 121.6 607 138.0 419 101.4 507 1102 410 801 507 1057 403 7&0 607 1026 399 67.6 507 90.6 387 80.9 607 Ga. 399 50.7 607 09.0 306 43.4 507 991 390 39.0 607 99.0 399 UI x 60.625 in 103.7 450 114.0 379 60.4 0.56 99,0 371 74.1 456 90.5 364 84.8 466 848 360 57.6 468 81.3 357 B1.e 4556 OGO 3`,d 67.2 456 80.0 358 37.0 4% 800 356 324 456 00.0 356 of ro {p 541n 85.4 400 93.3 339 71.2 400 80.9 328 51.0 400 72.7 322 63.4 400 67.3 318 47.5 400 54.0 316 427 400 623 314 36.6 400 61.8 313 30.5 400 81.8 313 207 400 61.8 313 m O m DO 601n 62.3 JN 69.9 2JH 51.0 321 57.5 278 44,6 3b 61.2 294 3&9 324 4&8 280 34.8 324 43.8 237 31.1 371 410 255 26.0 324 i0.5 253 222 324 4D.b 263 18.5 324 40.5 253 C 63 In 616 294 57.4 252 44.6 294 49.2 246 3&4 284 43.8 241 33.6 294 39.9 237 29.9 284 37.1 234 28.9 294 3&2 772 224 264 33.5 230 19.2 294 33.4 230 1&8 284 33.4 230 � J 69 N 48.8 260 49.8 278 38.0 280 424 226 334 266 37.5 221 28.2 288 34.1 218 26.0 288 31.8 215 23.4 288 29.9 212 19 5 260 20.0 210 18.7 269 27.7 200 14.6 268 27.7 209 Z _ , MN 36.0 225 37.8 186 30.0 225 322 191 2&7 22S 284 188 22S 225 2&H 185 20,0 723 73.6 102 180 225 221 too 15.0 225 20.3 171 129 276 19.8 176 11.3 225 198 176 0 $ } 78 in 30.8 202 320 177 25.6 282 27.2 t73 2L8 202 73.8 770 19.2 244 Tt.b i6T 17.0 2W 19.7 165 1&3 281 10.4 163 128 202 18.7 180 IDA 202 15.8 158 9.8 202 15.8 158 (L cEy LL�zjJ J (J 701n 20.3 102 291 100 231 102 26.1 166 202 102 22.0 162 17.7 182 19.7 159 15.7 102 18.1 157 14.2 1W 16.6 156 11.8 IN 15.2 152 10.1 102 14.4 150 6A 192 14.2 160 Q J .- � DD In 185 144 19.8 728 15.4 i44 18t 228 f_ --I .r.- "� 06N 16.2 177 15.8 113 Q z N O t- g3 O p a TABLE 2B Anchor CO ac T061a Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: 8ab.lroa: 2.7k Cancrato 3,5k Cono.I Hallow CMU Files CMU PT Woad Metal (DP,,,,)X\ANCHOR CAP \=ANCHOR CAP,,,,, LU LU X 5(IB'Eire "4•SS Eko 5/18 Elco 114'38 Eke 01081"1 01281"1 412 81eei MULLION ArchorTypo' 3'16•Eiw Uxrocon 114*Etc LAI-en t97recon A'Et..Jaw-AnchorCllpPattema unrocan A29mGstq uvacon A9geGaar 9Grew(G3)9Gnw(G5) So"(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR V X t 0 0 E44 Cl.tana On): r 2-UrM22.5U 2.1/r 3-1x5• 1- 24/r i• 2-srr r 3.118• r 0AW 0.54• x324' CAPACITY REQUIRED•CORRESPONDING TO AN d-• Z Embedment Mi: 1.37- I-XV Iaq• r 1414' 1-114• 1.14• 1414• 1.174• I-1t4' r laws• tale• wda. ACTUAL PRESSURE REQUIREMENT FOR THE g m Q'00 2Arcbws D 4.75'Min.O.C./Standard.,tXaet COp(Fig.1} 390 fba 390Iva ego as 1044 W 270 9n 2a0 tb, 35415 74015 3741ba 661 t5 04615 74i 0. 4421ba sed 9u OPENING,WHEN IT IS LOWER THAN THE MULLION L£1 €t1'mfJC 4 Axhws®1.15'Mh O.C,1 Standard(or 01da1)alp(Fig.2): 48014 700 msWA N/A WA 360 Bu WA WA WA WA WA 082IM ea5lbs 1120 iba CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Mr.483't4N O.C./(2)2xsAtga asps/(Fig.3): 180 as 760 me 1560 W. 7698 toa 640 eu 5WN WA too l5 748lbs Bao lb. 1092 1b1 e62IW 895 iba 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arcbom a DAY Min.O.C,/U alp,Nlo.125'ANm.(Fig,q) WA WA WA NIA WA WA WA WA WA WA WA WA N!A 715 ma CAPACITY WHICH MAY BE USED TO QUALIFY 1A.t-1F{Sp(FIg.5): 195 IM 19515 445 ma 822 lba 1350.e 14015 tr7ib$ 37015 10715 3321W 47315 1701bs 221 ma 2900..0 ADDITIONAL ANCHOR OPTIONS FROM THE ZArmf.4 1.15•MN.QC1F-Mp(Fig,b): 24015 350 ibaWA NIA WA 190&. WA WA WA WA WA 34115 44215 569160 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 REVISED {` , 0 complying with tiip Plixitta Itt II(� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Building Cada • --� 1.000• )+-- AGceptarm No) -02 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Bxpimiion Dale -- FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By Miami product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.000" t 1 I I AF HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 1 r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \��1t\Opl`( LYNN 41le jrfj ANGLE CLIP MUST BE USED IN PAIRS. 0CEt4S-..�p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376' C'.•• FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED No.58't05 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 ANDREA MINIMUM OF.125' • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2'X.375'MULLION _ /) LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '$ Fb . THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. (fl•. ti ()NM 'il A.LYNN MWEEII,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table Ibstire r 3 a Dpaning Width((or var6cally-Spanning mullions)or Opening H0ight(Iorhot17onlairfspanr4tg mthons) G!_Ce So In 60 In lain 60 to 90 In login 1201n 140 h too h � Raetergidar Ta.prewn AerAangdu Tm de Ree of 'Oo ma. Roa4 du Tm �y9..11 O 1%2.76% PT �' t.W n➢ vrtnen➢. Reotan@dar Ttap7Tdanp. Acoannit TLeadin.g. Roeaing RL-di"g. Reatadnil" 7mp.tting. l2ac.&V TrLeadinnn. d, Loadhg Loadn➢ Load.➢ Leeft toadrq Lowing Loadn9 Leading Leeduq Laedng 101714178 Leading loafing Laadn➢ 4aedtq Loafing Lo4dtq Leading P.17:4 1 .376 Tubo • '_ •.. k Alum $ R S Mullion A _ �" � � ��' N ;,11 ,1 _ I 12.1 11 zn�m 421n 170.01 620 170.0 435 00.01 744 170,0 470 170.0 665 170.0 Sea 179.17 1 892 170.0 518 170.0 1118 170.0 621 170-01 1240 170.0 621 148.7 1301 170-0 621 127,6 1301 170.0 521 fft5 1301 170.0 621 0 �d7 461n 171717 1 708 170.9 524 170A 830 179.0 5% 170.0 992 170.0 We 170.0 1111 179.0 &1 t51-0 1139 170.0 677 135.9 1139 170.0 Sao 113.9 1139 170.0 600 91,6 1139 170.0 680 65A 1139 170.0 860 50.0251. 170.0 747 170.0 563 170.17 696 170.0 631 107.8 1032 170.0 604 148.6 1032 t710 721 t34S 1032 170.9 747 117A 1032 170.0 756 979 1032 170.0 758 el.8 1032 170-0 T38 73.4 1032 170.9 756 641. 170.0 791 170.0 512 181.3 007 170.0 SO 1382 901 164.7 730 120A 907 162,5 720 107.5 907 146.0 714 9&8 007 141.1 710 506 907 140.0 790 60.1 007 440.0 700 00.6 907 140.0 709 m m a 60717 1{i.f 733 131,6 525 177,6 735 130,3 011 100.9 734 119-0 689 66.2 715 109.2 1480 78A 736 99.6 1463 70,6 733 e5.1 676 56.6 733 81.8 871 80,4 716 91.0 574 44.1 735 91A 1474 to 63 In 121.9 685 130.0 570 101.6 888 111.6 657 87,0 608 98.9 S47 76.2 568 ORI 638 67,7 See 839 531 60.9 666 79.6 528 50.6 666 76.8 621 43.6 858 75.8 621 38.1 866 T48 621 601n 106.0 607 112.4 522 86.1 601 80.1 811 75.7 007 83.0 501 69.2 607 77.1 403 58.9 607 71.5 486 63.0 607 67.0 481 44.2 607 63.4 470 37.0 007 02.7 474 33.1 607 62,7 474 Z W$ m 0. 721, 81.6 SID &S.8 441 66.0 510 73.0 414 146.3 10 64.3 428 61.0 510 67.9 4W 45A 510 53.3 413 40.6 Me $0.0 408 34.0 610 45.9 402 20.2 510 44.4 399 245 610 44.3 399 0)ce .9p 7867 89A 458 72.5 400 67.8 438 81.7 392 49.6 450 64.1 365 43.4 455 436 378 349 456 44.6 373 34.7 455 41.8 386 28.9 458 37.7 362 24.8 466 30.0 358 21.7 458 35.7 336 J J b� i' 76% 64.2 435 67.0 381 61.5 433 We 373 451 435 49.0 380 {0.1 435 44.7 380 35.7 435 40.8 336 32.1 435 30,1 351 25.0 435 34.4 344 22.8 435 329 341 20.1 433 32.2 340 a !- z 901. 11.8 127 43.1 290 31.6 321 30,1 285 20A 127 37.6 21717 25.1 ffiT 28.3 275 21.2 321 ?5,7 271 29.9 324 237 2114 17.4 327 21.0 282 11.➢ 327 19.3 268 � ^ 2 �V 071b 34A 287 35.4 267 247 297 20.0 262 24.6 287 29.0 248 21.5 287 23.1 244 19.) 297 20.9 240 17.2 207 192 237 f4A 267 t6A 232 }- rr}" C) C1 ii P"r- ELIE WSIn 241 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 196 t6.1 227 10.0 185 X 41 titin 22.3 215 22.7 194 15A 21S W.1 791 iS.P 215 146 166 N N 129117 47.6 164 17.0 197 TABLE 3B O X ¢ 1O ANCHOR CAPACITY ADJUSTMENT FORMULA: d e< Z00'r Anchor Ca acct Table!be .,,t,,,,,,, �_E S.telmta: 1.7k Cperela 3.5k Conn. H011-CMU FiledCMU PT Wood Metal (DP,,,)X =ANCHORCAP_714'SSEko 5778'Eloo 114`38Eko 91001001 s126toei 912 SteilULI Anchor Cllp Pattema 't"`i1°r'rypa. arta Eteo UlOxan 174`Eke Uivacan 100.017 3718'Eko ul0acon 1t;'Eko 11141701717 Appreuata Unraoon Agmaoaor Sew(G8)Somw(05) suox(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge risfama6n): 1' 2417' I 1' NNIMA awe f• 2472' 1' 2.111 2' 3416' r 0.46• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmwl(m7 1.314` 1.3/4` 1.314` 2' 1.114• 1.1/4' 1.1/4' 1.114' 1-0p' 1.114- 2' 1-019' lam' %odes ACTUAL PRESSURE REQUIREMENT FOR THE 2A.t.m04.75'W.O.C.I Sloodad.064el Clip(Fig.17 390 We 3B0let 450 be 1044 fee 2700 2801ba 354 sat 740 iDa 314 nxi 664111. 948168 34t9q 442Wa 560 tW OPENING,WHEN IT IS LOWER THAN THE MULLION Aattors®7.15-MIA.O.C.756itdyd lar Otsell Cig(Fq.2} 400165 7001M WA WA WA 3801Ds WA WA WA WA WA 68204 8851017 1120 Wa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 a whoa 1'M n.0.C.1(2)2175 Ang o CAkw r(Fq.37 1617 1W 180 Ws 960 517 fees 164 $40 Wa sso lbs WA 780 Ws 146)117 1117 IDs leaz Ib5 see b 6851M 17217 As MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Archors00A5'Min.O.C.rU43(p,Into.125'Akao.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 715Wa CAPACITY WHICH MAYBE USED TO QUALIFY 1 Arwhorl F.CYp(Fq,s} IPS Wa 105 W6 2151W 622 Wa 135 Ou 140 Lee 177 the aro Wa 1871b. 33211117 1739» no 217 2x11m ze9 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctnn@t.15'Mh.O.CJF.CBp(Fq,6): 24011.17 350217 WA WA WA 100011 WA WA WA WA WA 3111W 442IDs SM fbs ANCHOR CAPACITY TABLE. 71 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED(N THE EXAMPLE ON SHEET 24. �,,,.�.+ PN00t1CT RF,VtSED os complying with the Fla" FIGURE 1: FIGURE 2: eAt"vading C.eNo TABLE NOTES: _ Expi.1m Delo�6•�248 C55 ct 1.006' 902.1 FO • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r Ily 1 .6 _ P.�( SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. (//V/�) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \tit Yh7"11l 111 FIGURE 3: `\�\4O`\{ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• ��`••'1,IG[HSF '``r �: ® * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `r'•'• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. plo 66708 '4 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHAD.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •//{' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD S14ALL BE PRESSURE-TREATED 375' (,./ Q �[ 1 ✓2:•- FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A25' � %1� ••. f IE tl {G1 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT U�•.• S F(E F r � 1'%2.75'X.375'MULLICN r Cc •.-1LORIDP.•'��C; LEAST.125"THICK AND 138,ALL ANCHORS INTO METAL SHALL EMEND A7 LEAST 3 SCREW THREADS BEYOND . THE MATERIAL#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S, `��5�/r� • •t C`i�� Qf R;P.E. FL E.�/kk 58705 TABLE 4A w � Mullion Cap2allyTable ibant' � Opening Width(for lertiraIv6pannini;mt6lore)o7Opsning Haight(for flolizorYaIVspanirg mUlions) �le 1 501n OO In 701n 80 fn 90 in 10014 f 29 N 140 In 18014 pl O Racimpd. Trap/Td.g. Fimtongdar Twfld.% RaclmOula TreprTday. ftadnodar nwrdang, RwlenDda TraW76 Ravi prTdav Reciangda TtaWMwg, Ractatydar Tleptidarp. RactanDda 11414116 a 1 x 2.76 x m+D. 449641 Tre d 1.04" Lend nD Loaft 40adng Loadw Loadro Loading LoadnD Loading Loadry L46dn9 LoednB lwdkl9 LeednD L46dnD LoadnD Loadnp Loednp pY U .660A1u11f. b Mut on � � g z _ xTz As CO 421n t70.0 820 '170.0 435 170,0 746 1700 470 170.0 668 t7eO 505 170.0 942 170.0 519 1700 111$ 170.0 62i 176.0 1240 110.0 521 170.0 1408 174.0 621 15.0.1 1620 170.0 521 138.8 1820 170.0 621 J W 48 In 170.0 706 170.0 624 170.0 850 1740 584 170e 9Y1 170.0 830 170.0 1133 170.0 661 170n 1275 170.0 077 110.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 650 108.7 1417 170.0 050 LU 50.82546 170.0 747 170.0 563 170.0 800 170.0 031 170.0 1045 170.0 664 110.0 1185 170.0 723 1828 1288 170.0 747 148.7 1288 IT0.0 758 121.0 1288 170,0 758 704.5 1200 110.0 750 81.4 1265 170.0 756 W O B a SAN 1740 797 170.0 512 1709 958 170.0 891 170.0 1416 170,0 754 150.7 1130 170,0 803 133.9 Y150 170.0 837 120.6 1130 170.0 858 1005 1130 170.0 861 W4t 1130 170.0 881 75.3 1130 170.0 881 LU M 601, "Ie 055 170.0 7D1 140.5 915 182.3 701 125.5 015 144.5 740 IWO 215 132.3 735 07.0 018 123.9 726 07.9 915 116.5 720 732 918 11/.4 715 62.5 915 1 H 715 54.9 its IIAA 715 t=" 40 { 8314 151.0 030 181.14 710 12&5 830 135e 694 1055 030 123,2 081 94.0 870 1122 670 64.4 530 104.0 002 75.9 030 ODA OSA 63.3 830 94.5 0411 S4.2 830 04,1 619 47.4 630 94.1 840 U b 801H f32J 751 140.0 850 1'10.0 157 518.8 6:48 84.3 751 {054 024 82.5 757 98.1 014 73A 757 89.1 808 80.4 tS7 04.2 600 569 767 TOX 693 47.2 T57 70.2 501 41.3 757 782 591 Z a i S v 7214 101.7 83A 108.6 552 04.0 830 81.0 540 727 410 00.1 530 07.8 630 72.2 521 50.5 am 00.5 514 50.9 870 823 600 424 OR 572 500 38.3 630 55.3 407 319 1138 65.2 427 � J� - W 75N 80.5 671 90.4 406 72.1 571 70.0 486 0. 571 87.4 470 51.1 57I (TOA 471 48,0 STI 65.5 404 43,2 571 51.8 460 38.0 571 47.0 451 30.0 571 44.0 447 27.0 $71 44.8 440 -A Z "r•- �t 78h 809 642 W.4 474 88.7 542 70.6 485 57.1 642 82.1 458 60.0 542 55.7 440 44.4 542 51.0 442 40.0 542 41.5 431 3].3 542 42.9 429 28.0 542 409 425 20.4 542 44f 423 E- OO N [-420 407 53.7 381 43.4 407 45.4 355 37.2 407 39.0 349 326 407 35.3 343 209 407 32.1 338 20.0 407 22.0 734 21.7 {01 28.1 327 16.6 407 24.1 3?2 16.3 407 23.0 310 O O 9014 ]50 14.1 720 35.0 358 ]7.2 354 30,7 350 ]2A 309 28A 336 2e.a 301 21.6 356 2A.1 300 21.5 350 249 290 17.8 ]38 21.0 780 18.3 358 19.2 264 XZg0 O108to 2d] 30.$ 255 26.1 283 28.9 257 21.5 2A7 22.6 247 168 743 19.9 24{ tO.T 283 76.0 240 151 28) 16.6 237 207 26.3 242 23.1 207 73.8 236 19.8 207 20.6 235 17.7 287 163 231 16.4 287 10.6 226 120N 222 ia.] Z00 10.3 222 168 205 56.7 220 10.2 202 1- x TABLE 4B Q r Z O p ANCHOR CAPACITY ADJUSTMENT FORMULA: O-, Anchor Ca o I Table Ins 0 mcy ANCHOR CAP.,,„,,,•„ 8641.14: 2.7k G9nude 3.5k 0000. Fb6mv CMU RON CMU PTWaad MOW (QP„,}X( �=ANCHOR CAP.u, � €0'�(� 501e'Elco 114'S8 Eko 5716'Elw 171'SS Eko #10 S1sel 1412 Slee) 412 Sled MUCLtON CAP.,,,,,,,•„ r�"5 Anchor C6 Patterns Aww TYPa. 3116.Eko Ullman 146•Eko Uluacao Ult�m 3110'Eba Uluxon 11{•Eko Uiuncan P AB9m0ata UttmOon ADgreGatm snow{05)scmw(G5) scne(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distance(N7 1• 24rr 1^ tare' 3418' 1^ 2-112^ t' 2.1R' Y 3.110' r 0.48' 0.54' 0.324• CAPACITY REQUIRED*CORRESPONDING TO AN Emtwdmgdtnx s-314• 1.314' s•y4' I-W4' r 1.1e4' 1-ir4• t-174' 1•fu• f.lu• '1414• r fare^ Iva• w,lea ACTUAL PRESSURE REQUIREMENT FOR THE 2 An01wm 4$1,75•MIn.O.C.f SWAwd or Oftel Olp f e1) 3809* 3901. 450U I 69D IM 16441. 270 M. 1 2001. 1 354&9 7401. 3741. 6641. I 946104 3411. 1 4421. 79u OPENING,WHEN rr IS LOWER THAN THE MULLION 4 AmO m 49 1.15 Mm.O.C.!Stendwd(m OOsel)010(Fq.2k 460 me 7001,4 WA WA WA WA wo f., ?VA WA WA I WA IwA a-mb, BBs 1 1129 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anelgm Q 3'MI..O.C.1(212.5 Angle CiP3/Fq,37 760 519 )DO 16s 680 ws 15501. 1698IM 340 Na 560146 WA 760 Bre 74614 {100146 16221. 6621. 1120 IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amtgry�9./5'Min O.C.TUtOp,Wo,125'Alum.(Fq./}: WA WA WA WA WA WA WA WA WA WA WA WA WA 715146 CAPACITY WHICH MAY BE USED TO QUALIFY 5 AWW 7 FC60 iFq.5C 185 Ds 1991. 725 i46 I 465 tM 822IUs 135 As ti0 i46 177 @4 370 Bm 1671. 332146 473 Ins 170 Na m fm 280146 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor 1.15'MN.O.CI F{sip 4Fq.614. 2401. 3501,9 WA WA WA I WA 19DIm IWA WA WA I WA I WA 341 ba 4421. 5801. I ANCHOR CAPACITY TABLE. 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. PRODUCT f2EVtSBO 'U complyin6 wish Wa Floamla FIGURE 1: FIGURE 2:__ TABLE NOTES: BuitdinSCade 1(Z.,,2.1154 X03A06tptaaw No ��----� • • -�j 1.000• �--• l'apimlim DWo 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mian'\1d61 1 r 7j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. ` 1 FIGURE 3: ( 1��,�Q,.•......,, (��ifr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' 41GL'N J[•'•.. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '� '•;�� pj `r� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.126• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT "CST•,• S ATL C7F `U M LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75"X.650'MULLION '�(`�1•'' {ORiOI`'-',��`` THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL.1&6&&OR 410 S.S. �i,rr13/0N/11-• 0 rrllllllt'4 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A a Mullion Capacity Table Iba7Ra $ � Oponing Width(for 5esticallpspetyirg muilons)or Opening Height(for horizonta9yspert9rg mtJtions) 601n 60 in 701n OO b Do In 100 in 120 h 140111 1001n Rociangdar TWTd.V Reclanod r Tte7Yfdanp. Reetonta- TiwTdag. ltacfmilow TaalJGiano- Raetongaor TIeptideng. f tangaar TrepiTde.p. Raci.0w Tmp7d.ii, Rootanpular TmpMeng. Reotangder Tm}JTdan9. 't 1"X3.126••X Loading Loadnp L.d.g Lwdtg Loadi g Loadtg Lwdnp Lowing Loadnp lnediy Laadng LooBinp lcadrp Loafing Loadnp LoaMp Loadnp Loadtg sk 4 .600"Alum f .-_ ' a.. �s f .. a r � n Fn^, 0.` Tuba Mull 11 �a � LO cq 6 b. Sc 0 ,GJ 42 to 1709 620 170.0 435 170.9 714 170.0 478 170.0 080 1709 506 170.0 ig? 174.0 SID 170.0 1118 Y70A 521 110.0 7240 1709 521 170.0 14M 170A 621 170.0 1735 1709 621 t54A 1802 170.0 521 1 111 40In 170.0 708 170.0 524 170.0 W 170.0 564 170.0 092 170.0 030 170.0 1133 170.0 001 170.0 1273 170.0 077 170.0 1417 170.0 660 157.7 1577 170.11 830 135.1 1517 170.0 1100 116.2 7517 1709 680 � Z 50.025111 170.0 747 170.0 583 170.0 846 170.0 031 170.0 IOW 170.0 084 170.0 1185 170.0r113 170.0 1345 170.0 747 170.0 MR 170.0 750 141.7 1495 170.0 750 121.5 1495 170.0 755 108.3 1495 170.0 750 W O 54)n 170.4 787 170.0 W2 170.0 050 1709 601 170.9 1116 1740 754 170.0 1275 170.0 108.1 1407 170.0 1137 149.6 1401 470.0 056 124.9 1401 1704 881 500,6 1401 170.0 pot 93A 1401 170.0 Wt C3 M 00 In 170.0 085 170.0 701 INA 1003 170.0 797 160.5 Me 170.0 878 135.7 1156 107,0 123.3 1160 166.6 017 111.0 1168 140.7 910 02.0 1158 141.5 903 70,3 1168 144.5 003 00.4 1150 144.5 903 E- {, 63 in 170.0 UN 170.0 745 159.6 1019 170.0 050 137.0 1049 155.5 860 119.6 1049 141.7 108,5 1049 1320 6311 9.5.8 1040 125.5 028 79.9 1040 IRA 020 68.5 1049 118.9 019 59.0 1019 115.9 519 fA �S BON 108.8 655 170.0 789 439.0 855 151.3 804 }10.1 955 133.7 708 104.2 955 121.4 928 955 1124 785 83.4 953 1044 757 883 855 90.8 749 $9.8 035 88.7 748 at 965 98.7 740 y W m c ` •g 721. 120.5 003 1714 007 107.0 80.1 114.9 882 91.6 003 101.1 070 00.3 003 01,2 71.4 80.1 63.11 &B 01.2 603 780 &2 53.5 003 723 032 45.9 607 60.6 628 40.1 503 811.7 021 a- m Y ot LZ- 761, 108.2 721 1H.1 620 91.0 721 87.9 816 704 721 85.1 005 011.3 721 7d5 505 80.7 721 70,1 666 54.0 721 05,4 579 45.5 721 59A UM 311.0 MI $8.6 501 34.1 72t NJ 567 Q J 781. 101.0 1101 105.4 599 84.2 684 09A 657 722 654 70.1 SM 83.1 0114 70.4 667 58.1 884 64.4 6% 50,5 681 59.9 351 42) 084 54.1 64f 36.1 884 01,3 SM 31A 081 60.0 534 F- = N901. 85.8 514 07.11 459 61.8 SU 67.3 NO 47.0 611 60.0 140 N.1 311 14.8 113 711,6 514 40b 427 729 SU 17.7 421 27.4 514 33,0 112 23.6 514 30.4 400 20.6 614 29.0 107 Q ill co `- 909t $43 452 55.7 401 43.2 152 17.0 398 38.7 452 W.0 390 33.9 152 38,4 384 30.1 162 32.8 310 27.1 452 30.3 373 224 452 26.0 345 19.4 452 21.2 359 10.0 132 27.0 353 (n tX �a4 108111 36,1 357 38.9 322 433117 357 12,7 117 273 357 28.4 312 23.8 137 253 396 21.7 357 22.7 303 19.0 367 246 2� IS.9 357 18,0 293 13.6 337 58.2 287 11.23515.0207Wfit N 35.1 370 35,0 3011136 310 201 2B8 21.9 3311 23.1 202 196 330 20.8 285 17.5 3711 19.0 2B1 1{.6 738 10.6 2711 12.6 130 14.0 273 11.0 730 17.6 200 xY261n 27.7 209 28.2 203 269 23.7 269 19.E 269 20.5 258 17.3 269 185 252 16.1 2811 18.3 219 13.9 209 it9 248 11.6 28B 120 240 9.11 28B 11.4 2311 a.7 289 10.1 232 Q x Q O TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: m O sQ AnchorCa ad Table Ibe IY m� ANCHOR CAP.,,„,,,, StdaOata 2.RCoamle 35KCme. 401xCMU FiOMCMU PTWaod mdol (DP,)X{ }=ANCHOR CAP.µ, •-359-3 W-AA ,Etco ir1•ss Etca 5•t6^Eko IIC33FJIO NIDMef 012Slml mx 810cJ MULLION CAP.,,•,,,,,,,, AnchorCllp Patterns AlKnor Type atc ENo unracm v1•Elcawon 5r1a Elco UgtEOm iN'Erounracon ApgreOfsor UUmm AggmCatw Sctea((b)Sctty(05) sctea(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Mime On) r 2.9z 1• 1R' I' 2-vz 1• 2uz z 3.1/8' 2 0.48• 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednatl n lad• 15'4• 1545• z 1-v1• t-v4• 1-Ird• f-v4• Y-ua• t-Yr4• z tag' Yale• tares ACTUAL PRESSURE REQUIREMENT FOR THE zAn[11o1s�a.7s Mtn o.C./ffiamad cromel cop Olp tY-Wits 199 as 559 ms 1644 ft grows 2BO ax 16/65 7a61m 374 ws 664 b5 076 Les 31165 412 w7 t;6o bs OPENING,WHEN IT IS LOWER THAN THE MULLION d Archers®1.75'Mw O.0 1 SIa1mN(err(nal) (Fl9 71 480 lbs 700 U. NIA NIA NIA 380 wa WA NIA IUA WA WA 6@2ws 865 m 7YCAPACITY(FROM THE TABLE)OF 7H£SELECTED 4Arcis/rsi93'MN.O.C.i xx5Aig18Caps14193) 760 ws 78605 6011 ws 9s wa 6W ba 5611Va NIq 76011.0 7W ws 055 we 1802 fbs 60265 B65wa 1124an MULLION,IT WILL YIELD A MINIMUM ANCHOR 3Amtom®(LW Min.O.C.I UC ,InIoA2Y Alum.(Fq 4j NTA WA NIAWA NIA WA NIA WA NIA WA t8A NIA WA tOT31as CAPACITY WHICH MAY B£USED TO QUALIFY Anernr7F•CYp 4111 6T 195 Rrs 195 ws 225 ba2 ba 133 ms140 Ro 177 W 37065 187 wi 332 taa 573 ws 570 W 221 ere 200 we ADDITIONAL ANCHOR OPTIONS FROM THE 2AIKrM ED 1.15•Ngn 0.0 1 F•CD p 240 bs 350 bs NIA NIA WA 197 as N/A WA NIA WA WA 311 ws 412 wa 600 ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PI40DUC1'RRViSIID os cumplyine with 0w Florida t-•1.000'•^( llnikd'utgC do FIGURE 1: FIGURE 2: TABLE NOTES: Acceplmtco No F-xperedtnt t7eic4e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. w DO&Fcodnet'� 1t 111111IIII 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WID.HS IS ALLOWABLE. 3.125' �l r1�.,..• 711 �� FIGURE 3: J �a '•�� !, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 23. �'�;.•'ytGENSg '••'S1 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•Tic: NO,58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500, _ :{!>•. Q c lY. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -0 ,U L lij•^ FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' C��'•, `tip THICKSTEEL STUDS TO BEAMINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X3.125'X.5'MULUON � ••. ti'.••' C7 ` . �'.; LEAST.125"THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VFMULLION) r1.Ulit6 \ `, i/ THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,I"SS.OR 410 S.S. itI I}(� �- >> A.LYIOLLER,P.E. FL P.E.}68705 TABLE 6A x� Mullion Capacity Table(Ibsfi2) �S Opening Width(for aeruca9y-spanning muilons)or Opening Halghl(for horizontally-spanning mullions) a! 601. 601n 701n 60In 1 60 In I 100 in 120 N 140 N tea in INI o tangular Traprrdong. Rectangular Traprrdmg. Reclanpior TrapriHong. Rcclon9dar Tmprrdong. Rectangular TrepRdenp. Rmlas;,J.r Deprildag. R"Wpdar na79Tdarg. Rectanoar Trapffria Rectangular TrWEW9. w 1 x 4 x.126 Loedeg Loadno Lo.&9 Loadn9 L..dng Loadn9 Lowing La".g Loa*g Loedro L"CIN Lufng laedng LOedng Loadng Lowing Loading Loafing oY t0 Num.Tubo . §g,.. '�.-, .�' ... .-. LO Mullion t7 0�" � 1 � � � � �� b .m JIF U) "I 11, H i 1) 111, H 42N 170.0 620 170.0 430 170.0 744 110.0 478 170.0 BBS 170.0 500 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1165 170,0 521 145.6 1469 170A 621 127.5 1468 170.0 621 46N 170.0 706 Me 624 170.0 650 170.0 564 170.0 982 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 077 166.3 1303 170.0 680 130.3 13D3 170.0 6B0 111.7 1307 170.0 060 97.7 1303 170.0 6B0 �s (n 60.6251n 170.0 747 170.0 503 170.0 696 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 727 136.1 1235 170.0 747 140.5 1235 170.0 766 117.1 1235 170.0 768 100.4 1236 170.0 768 81.6 1277 170.0 7S9 W 'o❑ 54 N 170.0 797 170.0 012 170.0 050 170.0 691 170.0 1110 170.0 754 154.4 1160 170.0 503 137.2 1158 170.0 537 121.5 1158 170.0 sea 102.9 1165 170.0 801 $8.2 1158 170.0 681 77.2 1160 170.0 061 m M 60 In 170.0 663 170.0 701 168.7 1042 170.0 797 142.9 1042 161.1 532 125.1 1042 146.7 615 111.2 1012 176.8 601 100.0 1042 130.2 791 63.4 1042 126.1 762 71.5 1042 125,1 Tae 52.5 1042 125.1 752 J 631n 110.0 070 170.0 71S 1612 982 163.0 616 120.6 991 141.4 799 113.4 992 131.0 762 100.8 892 121.4 768 90.7 9B1 114.5 756 76.0 892 1x6.4 746 64.8 791 10a.D 744 50.7 082 108.0 744 6810 165.4 947 170.0 790 177.8 947 146.0 756 116.1 047 130.3 788 107.4 947 117.7 752 81.9 947 1067 778 02.7 917 1413 727 68.8 947 95..1 713 59.1 817 84.0 711 61.7 817 94.0 711 Z 0 @� 9 72 in 133.9 649 1427 737 1177 8L9 121.0 722 97.0 849 105.0 708 64.9 849 W4 695 75.6 849 68.7 660 87.9 549 627 076 66.6 849 76.3 639 16.6 e4B 72.6 052 426 648 724 661 n (L 76N 116.fi 762 120.7 663 BB.3 762 102.6 852 02.6 702 80.0 610 72.2 762 80.8 629 641 182 747 620 67,8 7B2 69.2 613 48.1 762 62.8 602 41.3 762 58.9 697 76.1 7B2 60.4 695 0.J fn& � S 78 In 108.9 724 111.4 674 He 724 94.0 621 76.3 774 02.9 609 60.6 721 74,4 590 59.4 724 60.1 591 67.4 724 63.4 583 44.5 724 67.7 577 307 724 61.3 667 33.4 721 W.5 665 '-' 7 Q rn O 90 In 68.6 617 71.0 bl 66.0 513 60.7 474 49.7 647 52.0 486 43.5 613 47.1 458 30.6 543 42.8 452 34.8 647 39.5 446 20.0 613 34.9 438 24.5 643 321 430 21.7 543 70.7 426 N O 98 N 57.7 478 96.9 427 47.6 479 49.1 419 l0.9 476 t24 35.11 476 38.5 400 71.0 475 34.6 400 28.7 476 720 393 23.9 478 2a.1 366 20.5 4TS 26.8 780 17.0 479 7A.2 770 N O S 1001n 40.3 377 11.1 341 37.5 777 31.0 335 29.5 377 28.2 377 20.5 325 22A 377 24.0 321 20.1377 220 317 10.8 777 19.0 310 14.4 377 17.1 704 LU111 N 77.1 367 30.0 323 70.8 357 31.0 316 2 337 233 357 24.1 309 20.6 367 22.0 305 10.6 761 20.1 301 15.1 357 17.4 291 0)29A 270 24.5 308 26.1211 21.0 JOS fa-3 30fi IB7 287 1a3 708 17.7 267 () x ¢ O p 1141n 17.0 212 173 198 d2� Zm0 0 TABLE 60 ANCHOR CAPACITY ADJUSTMENT FORMULA: � a Anc or Cava ITable Chs ANCHOR CAP.,,,,,,., 6ubauale: 2.78 Concrete 7.55 Cone, NoOowemu Filed CMU PT Wood Menai (OP„)X( )=ANCHOR CAP.., y10'EkA 114,66 Eke FdIW Elco 114.99 Eko 910 Steel 912 Steel tl12 glean MULLION CAP., ,•., Ancfw Type: 3116-Elea Uloecen 114•Elco UOrman 189ecoe 3116-Eta Ula-on 114•Elan USrecon gpgraGetar UUacon ApgrSCalw 8crex(057 6craw(05) Berm(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnaharCilp Panama Edge Dlslanoe Tyr); t• 2.1n• 1• 2-Ir2' 3-1/e' 1' 21m r I z-ur r 3-1+S' 2• 0.46• 1 0.64' 1 0.324• CAPACITY REQUIRED'CORRESPONDING TOAN Em6cdnenl lN): 1-3+r Ian' 1.311' 10.14' 2' 1-1c I-174' 1-14' 1.14• 1-11 1.114• Y 10.17 tare' venae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anch m A 4.75'MN.O.C.I Sladard orO8s51 Cap(Fig.1827 39093 390 IEs 4508. 990 n. 1644105 210105 250 we 354 ft 740 0e 314153 664 lbs 940 W 341 ms 4421bs 560 m. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anoltas®2.25 MN.O.C./slendam(a chap rsp(Fig.JT 70610, 70010, saD w0. ulo IDS 952100. NIA seD lee WA elD eu wA ago lb. WA 682 ws 80.4 t1. t 120 M. CAPACITY(FROM THE TABLE)OF THE SELECTED BArwhOm®1.15'MN.O.C./SleMerd(or 0661)Cep(Fq.4): 960 w, 1400165 WA WA NIA WA 760 lbs WA WA WA NIA WA 130 lbs 1710165 2240155 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor.Q Y Min O.C.f(2)215 Argla Ceps I ft.5): 7B0 w5 !Be ws 650 lbs 15601`3 lege Ls 540 d3 36015, WA 700 Y3 746165 Ilea Itb 1892103 682 w0. 085100. 1120 we C .['ITA WHICH MAY BE USED TO QUALIFY 9 ArwhOn®3'Mtn.O.C.1 R)255 Angle QI3/(FIS.6r 1170 wY 117010, 1020 ws 2340113 2844 W Bt0 ws 840lbs WA 1140105 1172 ws 1320 g3 20381t3 1012 ws 12:7 IN 1680 ws ADDITIONAL ANCHOR OPTIONS FROM THE d Arcipm @ 0.45'A11n.O.C./Ualp,N10.125'AUm.(Ftp.7): WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 IN ANCHOR CAPACITY TABLE PRODUCTREVISED 2 Aahom®2.25'MN.O.C1 FClip(Fig.eT 3W I S 3501W zeo 93 705161 475 ws WA 2801bs WA ]15 td WA 440 lbs WA 341 w0. 442106 560 lbs as complying with WO Floss& /AnaMm 1.15'MN.O.0/Fall,(Fug.B)'. 460-0. 700165 WA WA WA WA 3601m WA WA WA NIA WA 8112Im BM lbs 1129 w0. 1.000- NOTE: Q NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I I` expiseli Acice No imlion Due202t TABLE NOTES: By FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: FIGURE B: FIGURE9: Mren11 Joh 115Ln�-' 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. �� . .........I/(e 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �.''LIGENS(; '•.F'P • • • • • • • 4.000' 'is;' N..511.105 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 �^�• - FIGURE6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. •.1 a_ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED STATE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125' �`C'-. aTOR0.•'`��•.� • SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126'THICK.STEEL �/;4 S "'•• STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(1B GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK 7 �,,,;on(n�.,,,� ANGLE CUP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 V X 4 X.125' A.LYNN MILLER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION FL P.E.q 58705 TABLE 7A n Mullion Ca aci TBbID I4aM2 Opening Width{for 4ertrolfysparla tntAllons)oropening Hslglit(for horttorll6lty-spoi al llong) o 501n 60N 7II N 9i 100 In 1201n 1401n 1001n yj 0 1XdX.375 Rtctan9r4W Trapgww. Reetarguta Traprrlwv Rectalgd&r T-Willin9. Rdanodar Thp7Tdeno. Rec/4wu TrePTOenD. RactanWar T,pfTdarep. Reeteng.11a 11aprrd-na. P.O.W. tnp?dan9. RaoW,galar 7-14)7,10049. ti¢'CS t. Alum.Tube L.0,4Eroding Loading Loadn9 Loadng Loading Loading Loading loading Loodin9 'Lnadug Lopdn9 Loadrq Loading L0ae019 Loading gLwdn9 loading LaY a' Mulln I1 '�' d 1 1 y 11 11 i if 112111! 11 ! 11 11 1� IIz 421n 170-01 1520 170.0 435 170A 744 1170.0 470 170.0 608 110.0 600 170.0 992 170.0 519 170.0 1118 570.0 621 010 1240 170.0 52t 1704 1468 170.0 521 170.0 1735 170.0 621 170.0 1953 170.0 521 � 451n 170.0 705 17x0 624 170.0 0614 170.0 681 170,0 X82 170.0 830 170.0 1133 170A eat r170.0 1216 170.0 877 170.0 1417 170.0 680 170,0 1700 170.0 080 170.0 ISM 170.0 680 161.8 =4 170.0 600 � _ 50.826In 1700 747 170.0 663 170.0 see 170.0 831 170.0 1048 170.0 884 170.0 1193 1700 723 1346 170.0 747 170.0 1494 170.0 168 170.0 1703 1100 768 160.0 1018 170.0 1'66 138.6 1919 S7Q0 766 841n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 1434 170.0 037 170.0 1594 170.0650 159.9 1799 170.0 601 137.1 flog 170.0 881 120.0 1799 170.0 081 UJ p B6N 170.0 005 170.0 701 1700 4063 170.0 707 170.0 1240 170.0 878 170.0 1411 170,0 044 1594 {70.0 996 155.5 late 170.0 1033 1129,6 fate 170.0 100 111.0 1610 170.0 1083 9Z2 iet9 170,0 1053 ice- t0JB3N 170.0 839 170.0 745 170.0 llt6 170.0 850 170.0 13W 170.0 940 170.0 1468 170.0 1016 1642 170,0 1070 141.0 1642 110.0 1122 1#7.5 1642 186.5 11W 100.7 1842 187.8 1187 1151 1542 161.9 1157b61n 170.0 914 170.0 758 170.0 1188 170.0 93 170.0 1304 170.0 1002 100.8 1472 170,0 1056 1472 108.6 1148 126.5 1472 168.6 1130 t07A 1472 147.8 1100 914 1472 146.0 1104 60.7 1472 146.0 1104 m^ Z z 721n 170.0 1063 170.0 876 170.0 I 1275 1 170,0 1009 t30.d 1320 {68.2 [101 172.0 1726 149.0 1082 117.3 1320 131.8d102 105.8 1720 128.0 1049 884 1320 117.0 1024 76.4 1320 112.6 1013 00.0 1320 112,8 1042 Lou 761n 170.0 1t22 170,0 937 149.8 1104 159.4 1013 1202 1184 13o.e 994 ft22 1164 126.7 978 99,7 1164 115.349.8 1184 107.5 952 74.6 1164 97,0 935 64.1 1184 03.1 927 36.1 1184 923 923 NZI $ 781n 166.1 1121 170.0 967 138.4 1124 147,0 985 116.6 1124 128.5 047 107.0 1124 115.014003ZO 1124 105.5610 1124 88.5 Bob 69.2 1124 59.0 600 59.3 1124 64.3 681 51.8 1124 83.2 WB Q '••t �.• 90N 10B.1 6" 111.5 760 90.1 614 91.3 736 77.2 614 82.1 724 87.8 844 73.3 844 865 84,0 841 81.4 893 l5.0 84< 84.2 676 35.8 844 50.0 143 33,8 bit iT.T 882 Q N O gain 89.1 742 91.5 883 74.2 742 77.2 662 83.8 742 67.2 641 55.7 742 69,0 742 64.1 44.5 742 49.8 614 77.1 742 43.8 600 314 742 395 590 27.6 742 37,6 584 Q 4zlogin 62.6 5118 63.9 530 52.1 588 516 521 44.7 588 40.6 513 39.1 Me 41A 608 77,3 31.3 688 7422 402 on to 26.1 588 294 401 22.3 686 26.6 472 19.5 586 24.7 456 4h gl [120 67.6 535 68.6 503 48,0 556 48,0 405 41.2 655 42.9 457 360 655 366 666 34.2 473 26.5 355 31.3 467 24.0 558 27.1 467 20.6 665 24.3 448 160 555 22.4 442X 45.8 47343384 476 32.0 426 32.8 475 317 420 26.5 475 29.b 476 264 409 228 475 24.3 404 19,0 476 21.1 385 10.7 415 18.7 387 14.3 475 17.2 381 28.4 370 26.7 305 22.0 770 72.4 301 16.0 330 193 297 18.5 330 17.0 Q x `� O O EL " Z 4A TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: `6 AnchorC9a9! Tablelbr ANCHOR CAP.,",, �a SBWInte: 2.7X Corcrtie "54 Cann. NWOW CMU f•rA CMU PTHba1 Metal (DP,,,)X( ).ANCHOR CAP... n 5118•Elaa 1!4.88 Eko 5118'Elco 184.68 Eko 010 SI6e1 612 Steel Y12 Stall MULLION CAP.,,,,,,,,, AnChorCilpPattom9 MchorTypa: 31t6•EkoulUazm urEkoU)uacm Ubsm 3t16'Elcoufbacan tN'Ekot9traam A90rooatar u8nam AOwaoatar 50-63{OS)Scttw075) Suaw(GS) USE THIS FORMULA TOOBTAIN THE*ANCHOR Edge Usla-In): I• I 2•trr Ir 242• 3•1118' t' 2-Ifr 1• 1 2.1tr I r 3•va• I r 9.45' 0.54• oaw CAPACITY REQUIRED'CORRESPONDING TO AN Embedment MS I-3W I 1.314• I 1314' 1-1r Y i-114• 14te 1-1/4' 1.114• 1.114• 1-114' r 1.718' 13+8' vada. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor®4.75'Min.O.C.1 Standard w tMial C.M.182): 390 Ws 3901- 450 W3 aB01W 18U 1W 210 fW 2801b4 354 Its 740 bs 3741. 864 lbs 948 obs 341 W3 442104 560 Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arrchon 142.25'MN,0.0.t siaWad(a40bea)pip{Fq.3): TOD im 700933 559 WS t4lC lb6 952 fb4 WA 560104 WA 6101004 WA soo lbs WA 652(66 885 itK 1120 RO CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Ants C 1.15'MW.O.C.!Stendsrd(or 093et)Cap(Fq,p: I"am 14Do IW WA WA WA WA 760 lb. WA WA WA WAWA 1363 IDS 11701t. 22401004 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Archx94p 3'Min.O.C.1(2)2t5Anpie 111404J{Fq.6): 780103 760 lbs 660!6& 156010& 189094 sto lbs 5WW WA 780904 -74i ib. 88019 1692 lb. 682IW 885 im 1120&3 CAPACITY WHICH MAY BE USED TO QUALIFY B Archaa®3•Mln 0,C.f(2121t5Aagk dlpa f(Fq.6): 117019 117(l19 1020 r. - 2340 2844 Wa 510 Ws 840[ba WA 11401ba 11221W 1320 lb. 263a lb3 toll Wa 1327104 logo en ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archn 42 o0.45•Min,o.C,7 U42)p•Nto.i25'Alum.{Fq.7y: WA WA WA WA WA WA WA WA WA WA WAWA WA N/A 143040 ANCHOR CAPACITY TABLE. 2 Anchae 02.25 Mn.O.CJ F-31p(FVD 8), 35019 360 nn 290 1. 705533 47619 N/A 28019 WA 315 Ito WA d40IW WA 341153 442104 56019 PRODUCT REVISED 4 Anchor 01.W MIA.O.CJF 01p(Fq.9): 48010.6 700106 WA 1 WA WA 38019 WA WA WA WA WA 0@2!004 8651004 1120 We as complying with dw Florida NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -«( 1.062' f-- --j 1.000" building Code Acaplance No((p�OZI8,0 j E*YP'ill' Delo �21 TABLE NOTES:FIGURE 1: FIGURE 2: FIGURE 3: FIGURE A: FIGURE6: FIGURE9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR iNFORMATiON Ma t rod0cI • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 I 1 I I 1) • • s 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. !-Y"N,4114, • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �y0'. SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .0.000' .0.000' {4u.50705 SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ •• ~- FIGURES: FIGURE B: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND t,U • • • • r • • r GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE •. 1 .RJ(' PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE J {� )�; 6063•T5 AND BE A MINIMUM OF.126•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' FI OTI10,. HCl; ♦ Y._.._J .376' .375' i L�`', •• (.;\[ THfCK{i6 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.i2b"THIGK AND 436.ALL ANCHORS1� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X,375' T X 4'X.375"� A.L(INNIMILL�A P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S,S, 'T'-MULLION MULLION FL F'I M 58705 TABLE BARy3 n Mullion Capacity Table Ibse �•.,1x Opening Width(for vertically-sperrYng mullions)or Opening Height(for florl7ontally-spanning mullions) 50 in 601n 701n 501. In, 801n 106 In 1201n 14 In 160 in 772 Rectang.A�r T,aprTdmg. Reganguler Treprnlang. Rectangular Treprild.. Rectangular RitplTact4n9ulor TnplTtl..G. fteclangular TIepITA5n9 Rec14n9utar TrepRdenO. Reclenpular TrepRllarp. Rectangular TnplBlmg. o 1.26"X o Loadnp lasdn9 Loafing Lnedng LaadnD Loadl,g LoadnD lnoLowing LoadnD l.oadn9 Loadn9 Loafing Loading Loadrp Loadnp Lmdng Loafing ox 3.188"11 iI�F• pLL• �y�&• z&G AD LL Tubo Mull 0� � 8 ` � �• d ` �.266 h all B L®. N r0 o � 42 In 170.0 520 170.0 175 170.0 714 170.0 47e 170.0 860 170.0 508 170.0 892 170.00.0 1110 170,0 511 170.0 1740 170.0 621 170.0 1465 170.0 621 170.0 1775 170.0 021 161.8 1788 170.0 521 J W 451. 170.0 706 170.0 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.00.0 1275 170.0 677 170.0 1417 170.0 680 154.6 1646 170.0 6110 1327 1616 170.0 650 116.1 1648 170.0 060 50.8261n 170.0 747 170.0 563 170.0 800 170.0 031 170.0 1048 170.0 654 170.0 1195 170.070.0 1345 170.0 747 187.0 1468 170.0 758 139.2 1469 170.0 766 119.3 1468 170.0 766 101.4 1468 170.0 756 LU $641. 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 764 170.0 1275 170.063.1 1376 170.0 837 146.6 1776 170.0 856 12.1.3 1378 170.0 061 td.a 1378 170.0 061 81.7 1378 170.4 681 m V) OOp0 min 170.0 885 170.0 701 170.0 1003 170.0 797 155.8 1155 170.0 576 139.0 1156 107.423.6 11511 166.8 919 111.2 1160 150.0 012 92.7 1150 144.0to 784 1158 lM.e BOS 58.5 1166 114.8 BOS031n 170.0 930 170.0 746 Im.1 1051 1760 a50 137.2 1051 155.9 001 120.1 1051 1{2006.7 1051 133.3 837 98.1 1051 125.7 870 00.1 1051 119.6 822 808 1051 119.1 821 60.0 1061 119.1 011 U)601n 167.1 057 170.0 789 139.3 967 161.6 005 119.4 957 134.0 700 104.4 B57 121.82.6 057 112.6 767 a3.6 957106.675960.0057106.0 750 69.7 957 96.9 748 622 957 85.0 745 Z J�721n 126.7 a01 1352 608 107.3 4104 115.2 654 91.9 604 101.3 671 SDA 604 81.41.5 504 54.1 550 64.4 604 70.0 643 67.6 604 72.3 637 48.0 504 69.0 B2a 40.2 564 BB.a 825 7LIJ J 70 In 109.4 722 114.4 630 91.2 722 97.2 015_ 76.2 722 a.S 600 66A 722 76.7 596 00.8 722 70.3 588 64.7 722 65.5 560 45.6 722 69.5 67: 39.1 732 00.7 665 34.2 722 60.2 683 ij ¢ to to 5 78 In 101.2 685 105.8 000 84.4 685 89.8 606 723 806 70.6 677 87.3 685 70.6 680 68.2 883 e4.0 600 1{0.6 885 m.f 683 43.2 686 61.7 613 55.2 885 51.{ 0.17 31.0 806 00.7 678 I--, Q Qzz a p 901n 65.9 515 80.0 457 64.8 515 57.5 449 47.1 515 00.1 441 412 We 44.7 434 30.6 516 40.0 428 51.0 576 77.! 471 21.5 516 77.1 413 13.5 515 30.6 407 20.8 515 29.1 404 ¢ X Z N 96 in 64.3 453 55.6 404 45.3 453 47.1 397 38.8 453 {1.0 301 33.0 453 35.4 355 30.2 453 33.0 379 27.2 453 30.4 374 22.8 463 26.6 366 19.4 463 34. 00 3 360 17.0 453 229 356 (5 108 In 38.1 358 39.0 323 MA 358 329 31a 27.2 358 20A 313 23.0 35a 25.2 300 211 350 22.7 104 10.1 368 10.8 300 10.0 365 18.0 287 U) pj g 111 h 35.1 me 35.9 306 20.3 338 30.1 3D1 25.1 338 26.1 297 22.0 376 23.2 293 19.5 330 20.9 208 17.6 338 10.1 255 w X 1201n 27.6 200 28.3 254 23.2 200 23.8 200 10.9 280 30.0 256 17.4 290 181 253 16.4 210 18.4 249 („) N Q O O 144b 16.1 201 16.3 Inn dem Z Ul In TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorC• ecu Table the ANCHOR CAP., suaSUale 2.7k 0-ile 35k CaX. Hc00w OAU F11WCMu PT wood Mdd (DP-) )=ANCHOR CAP.,,, 5116'FJro V4•SS Ek0 5f16-Eeo 114-SS Elco 610Stad N12SIMI X12 Steel MULLION CAP.,,,,,,,• AnehorCllp P011eme AMtror lYDe 3(16'Elco lmman V4•Elcourivan u5rsrm 3•IB'E1m Ueram V4'EXoUXmcon �ie0ya ul-m A00mGda Sc"(G5)Su1 (05) ScreM(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gslarce(In) r 2-V7 I• 2.112• %Ilr r 2.117 r mir 2 &u6' 2• 0.48• 05C 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl n 1114• 11'4• taro• far 7 av4• 1-11a' arta• t-174• a04• 1-174• 7 13'8• 13.5• laces ACTUAL PRESSURE REQUIREMENT FOR THE 2AM11DnQ4.78 Min O.C./Slandad a Oftel Cop ff7917 300 lbs 300 IM 450 lbs Inn Its 16x4 Ds 270IM 2001.+ 554 ms 740tes 374 Its 6641as 046 Me 341 lb3 4l29n 5009X OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor®1.85•ML O.C.ISImOBN or Ofheh CUP(Flg 2) 400lba 700 9a NIA WA NIA NIA 380 tis N/A WA NIA WA NIA 002lbs 855 ma 1120� CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archon®B Mr.D.C.1(4215 Angle Clips I Ing 3)' 7B0lba 700¢6 Em lbs Ism lb9 Imms lbs .0Ios 50096 WA 7m10a 74a lba 8W lbs 18929s 6E2les Bas 9a 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR d AMnM @0.45'MIn.O.C.I UCSp.lnto.l2tr Akan(Fla 4) NIA WA WA WA NIA NIA WA NIA WA WA WA WA N/A WA 1430 8)a CAPACITY WHICH MAY BE USED TO QUALIFY I ArcMf/FCOp 1Flg S) 195lba tOS lba 275lb6 446100 871 os ISS lb3 lm rze 177!its S701be 187 ms 3321tn 473lba 170lbs 2218s 200 Ea ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnm@i.18Mla O.CJFCB 6) 200 lb4 350016 WA WA NIA WA 1009n NIA WA NIA WA WA 3111Da -74-200 560lba ANCHOR CAPACITY TABLE. PN(N)IICT RbiVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m can'plylr'6 tag'W I'lostm Daild819Co6e t6••C)216.03 FIGURE I: FIGURE 2: F-1.250'--1 Acwtil�Dmc4m1 TABLE NOTES:1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION eyON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mieln 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\ "( ..YNA',(��i� , FIGURE 3: 3.188• �. ``: �I�(=NSF '•.,'P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FlaBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ N°'SJ1GS .285" _ ,• � 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 -(� •• �O "�;•��r�'� FIGURE 4: FIGURE 5: FIGURE 6: 1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE "%l�A•, S',tlL"0 • • 6063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND r. •.,?CGR10.'.•.•'(jam,•:' • 1.25'X3.188'X.265"MULLION �•(, .045'THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL �:, <� Lie-] ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION) ,� %/pNn�_<L,0, • 010 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNNN16L�Ii,P.E. • FL P.E.#68705 TABLE 9A p�A Mullion Ca sally 751110(Ibe/ft2) 78� Opening Width(forvenlWV15p9nning mu0lons)or Opening Height(for hadzonteDy-apawirq mullions) ��c 50 in 601,1 701,1 801,1 DO In 1001,1 RO Is 1401. IN h LLO Reclln984r TIep/fAenp floowgvlar Tnp'fdenp. Reel.npdar Trap/Tdlnp, R.I.roA Tn{JT1Wq. Raelenw4r TnprTn.np. Ree WW TI.PIM g. R.clliqullr Tngrd.np. Rec14n9u1.r TmpMls g. Red. .1 TMP/Td.-g. a. 1.26%3.26 Wding Lwdnp Lwdn9 Leading Lo.dN Lwdop L-Ing LwdN LwdnD L.&g L..." Locdig L.Wp Lwdn9 LwdhD Lo.aBp Lwdnp Lwd'n0 x.100 Alum Tuba Mullion co fip1� �. � pp o y[ •yip}. ph� gg 1ya�1 qy oa >T�5}1. g � {p��. io jQ�y5�1N d@ d s iQ 7 d � Z S @ i Z 8 id 8 S 2 3 Z 1414 z (n 42 in 170.01 620 1 170.0 435 170.0 741 1 170.01 416 170.0 BIB 170.0 606 170.0 992 170.0 510 170.0 1116 VIA 621 1153.3 1118 170.0 521 127.71 1118 1 170.0 521 109.51 1118 170.3 I 121 85.6 1 1116 170.0 621 (r 48 N 170.0 700 1 170.0 674 170.0 850 1 170.0 1 601 187.8 DIB 170.0 670 161 078 170.0 661 130.1978 1780 877 .0 66 117.1 D7B 1700 91.8 978 1100 660 87.0 970 170.0 680 73.3 070 Vol) 600 W 50.625 in 170.0 747 170a 663 170.0 886 110.3 831 150.1 B27 170.0 861 131.D 927 166.6 700 117.2 021 159.1 699 105.5 021 166.3 891 67.9 921 156.3 685 75.4 921 156.3 BBS 65.9 827 06.3 695 = � 54 N 170.0 797 1 INA 812 1154.5 869 170.0 691 152.5 069 i63A 663 116.D 880 1418 660 1 103.0 869 134-0 660 92.7 869 120.6 654 17.3 869 128.0 652 68.2 868 126.6 652 67.9 889 128.6 652 W 0� 601,1 143,2 111 163.8 634 119.4 746 172.3 620 102.1 740 117.6 808 80.6 710 101.8 IN 18.6 148 101.0 592 71.6 746 98.8 587 59.7 746 93.3 681 51.2 746 93.3 663 44.8 118 03.3 683 63 h 123.7 677 132.0 679 103.1 677 113.2 IN 66.4 177 100.4 655 77.3 677 91.4 610 88.7 871 a8.2 139 01.8 677 81.0 534 51.6 011 77.0 624 44.2 177 70.1 579 38.7 877 70.7 me J W 681. 101.8 817 114.1 630 89.7 617 87.6 519 18.9 817 88.3 NO 67.3 617 16.3 500 59.0 617 72.6 494 63.6[441 68.7 459 44.8 611 84.4 183 38.4 817 63.7 462 33.8 617 63.7 482 � ,^- 121n 82.8 516 67.1 450 89.1 611 74.2 440 50.2 611 65.2 432 51.8 518 68.0 425 18.1 618 64.2 119 41.4 50.7 414 34.5 616 46A 405 29.6 610 45.0 405 26.9 518 45.0 405 z m 181,1 70.6 165 73.1 406 58.7 465 62A 308 509 461 54.B 390 44.1 465 48.4 301 39.2 465 45.3 318 35.2 42.2 374 28.4 465 38.3 357 25.2 465 36.5 361 22.0 466 31.2 383 ? peypW 18h 65.2 441 r25. 367 14.3 111 67.7 319 48.6 41 60.8 372 4aB 441 45.4 366 36.2 N1 41.0 380 320 36.7 3% 27.2 111 N.9 349 239 441 37.1 318 20.1 441 32.7 116 J "z BO h 42.4 332 295 35.4 332370 769329284 28.5 372 28.8 780 236 332 26.1 216 21.2 24.1 272 17.7 332 21.3 266 16.2 337 18.8 282 131 332 18.1 26098h 34A 291 260 29.1 291 309 255 25.0 291 26.4 252 21.9 291 235 24B 19.4 281 21.3 211 17.6 10.6 711 14.8 201 ti.1 736 176 201 169 232 1061,1 24.0 230 208 20.5 230 21.1 205 17.5 730 16.3 201 15.4 230 162 198 X.2 z"p O 1111,1 720 218 IBI 160 710 19.4 IBI 16.2 216 18.1 101 11.1 114.9 188 Ncn 170 1/A 101 16.3 187 X U CV Q (] Q.� IL Z mO s0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: �m� AnehorCe eel Table Ib9 -3 -3 ANCHOR CAP.,,,,,,,, S W.IntS: 2.7t Ca.cmte 3Ah Core. H60oW CMU Filled CMU PT Wood Molal (DP_)X( ,e:ANCHOR CAP.,,, 5110•Elw 114'66 El ca 5119'Elco 1M 88 Eko 910 filed 512 Steel 912 Sted MULLION CAP.,,,,,,,,,,, Arch Type: 3116'Elm Ullrecon 1/4'Eko 1.1111 n 3'10•Eko UDmcon 174-Elco U11- USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Pettema t1NOcc. A.,.GOt. Ullmcon Apgf:Get9r 8m1w(G5)ScnW05) Saeax(GS) Edo.Oi/(Ince MgMi-314" UW 1' 2-tlr 311V r 2.1R' t• 2.1rr r 3.1/6• r 0.46• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Em01dmm1(h' '4• 1a/4' r 1.1/4• 1-114' 1.114• 1-1/4' ta14• 1414' 2' tale• tale6er1.. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor®4.75•Mh.O.C./SIV48fd allWI Clip[Fq.V I. 89016. 1874 roc 2100. 280 ss 3541. 740 Rs 374 Ibe 6610. 0461110 34193. 4421. 580 t1a OPENING,WHEN IT I3 LOWER THAN THE MULLION 4Anchou®1.16'Min.O.C.I slerMerd(orOBlel)Olp(Fq.2} A WA N/A WA 380 0. WA NIA WA N/A WA 6921G3 686111. 1120111 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Men=Q3-Mh.O.C.1(2)215 A.&cito I vq.311. 156001 IBB I. 54D 0. 5Bo I. 1UA 7801. 745 Ib. 6600. 19920. 68201 III im 112001 MULLION.IT WILL YIELD A MIN IMUM ANCHOR 3 Archm,Q 0.54•Min.O.C./U Op.Ino.100'A9o.(F12.4FA WA N/A wA WA WA NIA WA WA WA WA WA 050 Re CAPACITY WHICH MAYBE USED TO QUALIFY 1Arches/F4]p lfq.5} 1. M5 ml 822 Its 135111/ 1400. 11TIM 370111 IBI 1. 1321111 4731M 170 I. 221 I. 2800. ADDITIONAL ANCHOR OPTIONS FROM THE 2nrcMl 1.16'Mh.O.0/F{21p(Fq.B): A NIA WA wA 1B0lb1 WA NIA WA WA wA 341 w/ 442 HA 5600. ANCHOR CAPACITY TABLE. =,Uc'rREVISED 1u cOnlPlyi.8 with tho Flodde Dui"In"Cock .0� FIGURE I: FIGURE2: 1.250• AaceMuxe ko QO2! TABLE NOTES: li.pifmlon Dela • • • • • • 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B Product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� aj LYNN/ /�i� FIGURE 3: 3.260' •`� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •-�•'•��Gl:N tit^ •.�17 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` ••.is ® • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 'r;; NO.50706 _ IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3U1 SPECIFICATIONS.HOLLOW AND 100• - �•N ,/ 0'.'GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: �' "1J BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %'A,'• s A;::�( /;/,� • 8063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'G' •, p H,-'; � .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL %�C� •�:`� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.2Y MULLION 1 W Sl"SUN^,1 'C"",;'` #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLek,P.E. FL P.E.#58705 TABLE 10A �- Mullion Capacity Table 6bOV) Opening VNd81{Iorve4icaly-spanningmfRiortsy orOpening Height((a hor tallyspantiOg mdfions) �+^� SO N 60 in 701n 60 In 90 in 100 in 1120 01 1401n 160'. 136X726 Raslmgul. TrapTtiong. Ra S.gln Trapt7dano- Retwilaw Truprrd-v Rocta,ariw Tre akrp. Returedat Tr1. a' O Loe6np Loading Lo4dnp Lppdap laad'cg loadey Lo Ming Lou6np lo4dinp riln9. ReNsnpuW TrLc dkVg. ltostanputat 1..&4 n0 R4Nenputar 7mpRdonp. RL..6.gat TrLwing }4 X.624 damp Loading laadinp Laa6np Laadmp Loadnp Lauding Loading Lo4diiq pY Alum.Tuba 'S p --, E �.-, S �' Mullion S C8 @ $8. A CB. :@ : goo : '•@. �i � Y $ § c. �t E'er �yy� S;s. �. V) tm e $d- s 5 3 fi 8 �' �`� b.5 � 'S O S fi '9 v v o u 5 2La � aa �a �a a � fa � a �a � a �a �a � �a � aa �� aa �ag €a � aa � a z 421n 170.0 620 170.0 43S 170.01 741 1 170.0 478 110.0 8S8 170.0 506 1100 992 t7o.0 519 170.0 1115 170.0 521 17011 1240 170.0 621 170.0 14801 170.0 621 170.0 1735 1700 521 170.0 ISM 170.0 Silt 48 In 110.01 706 170.0 624 170.0 1 850 1 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1411 170,0 64 170,0 1700 1700 NO 169.7 13151 1700 660 148.6 1979 170.0 680 -.1 50.625 In 170-0 747 170.0 563 170.0 696 170-0 631 170.0 1046 1740 636 170.0 1195 110.0 723 1700 1345 110.0 741 170.0 1494 110.0 7S6 37-00 1793 170.0 766 1525 H277 170.0 766 133.6 1017 170-0 766 • 64,3 641. 110.0 197 170.0 612 170.0 256 170.0 691 1700 [116 170A 754 170.0 1216 110.0 003 170-0 1134 110.0 031 170.0 1694 1701 058 156.4 1769 170.0 861 134.1 1159 1100 061 117.3 1759 170.0 B61 m O Q 601. 170.0 006 170.0 101 170.0 1063 770.0 797 170,0 1240 170.0 610 170.0 1417 170.0 014 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.0 1534 INA 1063 1016 1611 1100 1063 90.6 1511 INA 1063 631n 170.0 930 1700 746 170.0 1116 1701 850 Ian 1302 t70.0 010 1666 1370 1701 1015 1392 1370 ,700 1076 126.3 1310 164.0 1082 104.4 1370 165.9 1012 69.5 1370 t653 1070 78.3 1170 tSS.3 1070 a -4 661n 170.0 974 170.0 709 170.0 1169 170.0 903 USA 1248 110.0 1002 1362 $246 IS8.61 1013 121.1 1246 147.1 1000 108.9 1240 139-6 989 90.0 1249 130A 970 77.9 INS 129.0 976 68.1 1240 129.0 976 Z (n zd 72 in 167.8 1019 170.0 978 1399 1049 150.2 892 119.9 1045 132.1 875 104.9 1049 119-11 860 1 932 1049 109.7 040 8 70 3.9 1049 21 538 69.9 1049 90.3 025 6011 1M9 91.2 020 62A 1049 91.1 820 --1 g 76 in 142.7 941 149.1 022 116.9 941 126.8 805 101.9 941 1112 791 09.2 041 IWO 711 79.7 361 91.7 766 71.4 941 85.5 757 59.6 941 17.6 744 51.0 911 74.0 737 44.6 941 73.3 736 78 in 132.0 891 137.6 787 110.0 091 116.9 -j 2 L 161 94.3 894 102.4 763 02.5 094 91.9 740 73.7 894 36.1 730 66.0 OM 18.0 721 65.0 694 10.1 107 17.1 894 67.0 101 41.3 236 66.1 698 ¢ � ey 901. 65.9 611 BOS 596 71.6 631 74.9 525 61A 611 663 675 $3.7 671 $0.2 566 47.7 671 619 6S8 43.0 671 40.0 551 318 671 43.1 639 30.7 671 39.7 631 26.9 511 371 626 � N � ^�•- 961n 10.8 590 1 2.0 627 69.0 699 61.4 518 60.6 690 53.4 509 44.3 590 41.6 602 310.7 690 43.0 494 35A 590 39A 408 29.5 590 34.1 477 25.3 690 31.6 469 221 690 29.8 464 h x s„Z 1081. 49.7 466 50.0 427 41A 466 428 414 35.6 466 31.1 400 3t.1 11a 49I 27.6 466 29.7 398 24.9 466 27.1 391 20.7 466 23.5 392 Me 465 25.2 315 155 466 19.6 370 to 173 ry m�"' Fz 04 o 1111. 45.5 441 46.1 400 362 441 393 393 32.7 441 34.1 307 266 382 260 441 275 376 229 441 24.9 371 19.1 441 21.6 363 16.4 "I t0.3 356 14.3 341 me 351 � to 1201. 36.7 710 369 711 30.2 778 311 734 25.9 778 268 334 22.7 929 20.1 NO 21.7 326 18.1 370 19.5 721 15.1 370 16.7 JN 52x LO 144 in 21.0 262 212 242 17.6 262 17.5 233 15.0 262 15.3 236 U C4 '4 ? TABLE 108 pnchorgpedly Trhle(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: sutaimla 2.7k Catrlda 96k cax. Nub1e CA+u Fme4c64U P7woW Mad ANCHOR CAP—— '7 ^2 (D u,)X t }=ANCHOR CAP.,,, Llit con U4'66 Sea Nie'Elco tar 35 Flto am Siad 3612 SIGN 012 Simi MULLION CAP.,,,,,,,,,, AncharClip Prttama ' 1iT 3"t6'F]sa t0ratm Vr EkoVOmcon U7tmcan 3+t6E7ea Ulracm 114' AM' A4geMor Umia4m AgllmGdar 6cmY(G6y5trea(G5) stum(o0) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 09tarco n) r 2.112' 1' 2-1tr 3.119' 1' 2-V2 V 2-Ur 2 514,5' r 0.49• 0.54' o1w CAPACITY REQUIRED'CORRESPONDING TO AN Embecm n taro' 1s+r 13x4' 14YC r t.v4, i-v4• 1414• i-yr 1.114, tow r i-34,8' I-w vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ant11ors a 4.751 Min O•C.I Stardara aoaN CUP pig t3 300 MS 363 Ans 40 lag ego 015 1644 09 270 Ins 2103051 954 ms 740 MI 374 ml 661405 04603 Jot 1044 44x08 560244 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArsOds 01.15'Su.OC r sts4am for Onset)Clip 61g 4 48)MI 701 Ins NIA WA MIA Nra aro 244 WA WA WA WA WA 92 ros 8851 1127 29 CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMts Win.O.C.1(21215 Angle CO I(Rga 780 ft 70023 680[as i5W 0m INSW1 5401bs 560 to .NIA 760 Its 74803 amity. 169208 6821os e86 ibsM MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Antr18t9Q0.51'MOi.O.C.I UCOp,Into ADT Alum.fig ly NIA NA NIA WA NIA Not WA NIA WA NIA WA WA NIA WA CAPACITY WHICH MAY BE USED TO QUALIFY - 1ArahorlFC*Mg4 las In 103944 215 ws 44508 02200 1381bs 1400. 17709 3101w 18703 332101 173 Its 1102251 2211051 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchnoI.16'4;9n O.0/F4; g6} ?At Ot 356 td NtA WA NIA NIA t20� NIA WA NIA WA WA 341051 44288 ANCHOR CAPACITY TABLE t'Rc77r3UCTI1BVisEU as carnplying with flan FIUFIU FIGURE I: FIGURE 2: ep�nnTW 1ro•bZ.t$,4j TABLE NOTES: 1.250' 1: 1181)08 Dela 1 ) r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Oy ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MOanti t7adalrod11a3Co03ti {1{I 11111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPEN04G WIDTHS IS ALLOWABLE. t. F,yj jar FIGURE 3: `�• .nN;...•.•. ...,<<C•i1r.• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260• ;r,`';•'tiif.ElJ SE t CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.55105 -_ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM 74 ACI 301 SPECIFICATIONS.HOLLOW AND �I`p / GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '� -'U FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE _ .6j4• ''7� Sl('e TE I. �xJ • 6063-T6 AND BEA MINIMUM OF.100'THICK,STEEL STUDS T4 BEA MINIMUM GRADE 33 AND * .046'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ;rte iQ�,' •••••• `,1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25^X.624' rrr`'1(7(•j;�l 1'i #10 B#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 11 I • A,LYNNItv11LLk P.E. FL I.Eq 58705 TABLE 11A MuUton Capacity Table(IbaMa) Opening lA4ddt(for wrticely-9penning muliors)or Opening HeIghl(for llorl2ants"penNng mWions) ^�a 50 in 60 in 70 in 80 in 90n 100 in 120 e, 14 in 160 in ' (LclangWaz Troprrriang. Raclaagulu TnpRnarry. Raamgdn Tnyfdeog. Recler�pubr TrapRdany. RaclangWar Tuprtdang, RrclarVJar Tra1✓rdaM. Racl4npubr Trayldar,p. RadengWar Trapririsnp. Reclarg4u Traplirimp. di 136%794 loadng Laadng Laadng Loadmp loading Lnadng Laadinp Loading Laading Laadng Lading Loading Loadnp Lordnp Load'np Loading Laadmp loadln9 %.024 Alum.Tubo .y^ Er. Tii- � -E E,. T .� 'H.. 9 5 .H �.-. 'E � 5 ^ �,. •�,-. � EEu!. %!. �` Mullion a t e F ? e � E �. 3 s; $ e 8 Li x 3 �. € E §, :e4€3 " 6 sz % a, s� P s'a $ 2E Tn1� sa A as i0. �a 1� €a 1€ -k �i as 1€ �a 1& €a i� �a f� �a 31 &a �€ ai R� fa �a fa 3� ga se �a x� �a zz 42In110.01 620 170.0 435 170.0 744 110.0 478 17D.0 868 170.0 606 170.0 922 110.0 615 170.0 1116 170.0 621 170.0 1240 110.0 521 170.0 1488 IRA 621 170.0 J 1735 170.0 521 170.01 1983 170.0 621 BJ 481n 110.0 708 110.0 524 l/D.0 85D 110.0 561 170.0 992 170.0 6]0 170.0 11]7 170.0 661 110.0 1216 170.0 677 110.0 1411 170.0 660 110.0 1700 110.0 680 170.0 1987 170.0 680 110.0 2261 170.0 680 _ 50.62bn 110.0 741 1170.0 563 170.0 896 170.01 631 110.0 1046 170.0 684 170.0 1795 110.0 727 110.0 1346 170.0 747 170.0 1494 1700 766 170.0 1193 110.0 766 170.0 2082 170.0 756 170.0 2391 170.0 756 o 641n 170.0 791 110.0 512 110.0 956 1100 691 110.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 831 170.0 1594 170.0 955 1700 1917 170.0 661 1700 2231 1700 061 160.2 2103 170.0 061 U.] O F 601n 170.0 665 170.0 701 170.0 106) 170.0 797 170.0 1240 170.0 870 170.0 1411 170.0 014 170.D 1594 110.0 996 IM.D 1771 110.0 1037 170.0 2126 1700 1063 118.3 2163 170.0 1053 129.0 2157 170.0 1067 F co � J 63in 170.0 970 170.0 746 170.0 1116 170.0 650 110.0 U42 170.0 940 170.0 1488 170.0 1015 IN 1673 110.0 1076 170.0 1859 110.0 1122 166.9 2060 170.0 1169 1345 2060 170.0 1171 117.7 2060 170.0 1171 lL J an 661n 110.0 014 170.0 769 170.0 1169 170.0 803 170.0 t3H 170.0 1002 170.0 1656 170.0 1086 170.0 1753 170.0 1155 170.0 1910 170.0 1210 1430 1956 170.0 1276 122.6 1966 170.0 1286 IOT.2 1966 170.0 1206 � U)o m IZ in 770.0 1067 IT0.0 IiB 1100 1275 170.0 1009 170.0 1100 110.0 1118 170.0 1700 170.0 12211 164.1 1734 170.0 1315 171.7 1734 169.6 1366 116.5 1734 156.9 1364 99.1 1774 150.4 1362 86.7 1734 159.2 1352 3x�� 0 LU 761n 170.0 1172 170.0 077 170.0 1316 170.0 1080 16B.6 1556 110.0 1209 I/l.4 1566 1652 1205 171.1 1556 1515 1266 117.9 1556 141.] i7b1 903 1656 128.7 1229 612 1555 123.3 1219 73.7 1656 121.2 1215 �7I � $ az 7B In 110.0 1151 170.0 951 170.0 1381 170.0 1116 155.8 Illi 168.3 1216 176.1 1171 152.0 1221 111.2 1/17 139.1 1706 109.1 1417 129.6 1191 90.9 1477 116.9 1169 71.2 1117 1108 116B 58.2 1177 109.3 1164 Q r •i r 90 in 142.0 1110 146.5 985 115.4 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 98.7 936 78.9 1110 67.5 922 71.0 1110 80.7 DID S92 1110 71.3 891 60.7 1110 65.6 676 NA IIID 52.7 670 mNp Q N O 961n 117.0 915 LTO.] 072 97.6 SYS 101.5 256 83.6 976 89.3 342 17.2 975 76.5 629 65.0 975 71.2 617 665 976 65.4 807 48.8 976 57.4 289 41.8 975 62.3 776 366 915 49.] 767 X z 00 ..O 108in 82.2 771 64.0 696 68.6 771 10.1 665 68.7 771 61.3 674 51.4 771 61.7 654 457 771 49.0 656L3.0 771 44.9 647 34.3 771 38.9 $32 29.4 711 36.0 621 1b.1 771 72A fit2 Tn 't N Q��- 111!. 76.7 730 77.3 661 63.1 770 55.0 650 64.1 130 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 730 41.1 614 31.6 730 35.6 600 27.0 130 31.9 689 21.7 730 29.5 681 c) 1201n 59.9 611 61.0 559 19.2 621 61.2 660 42.0 621 11.3 652 77.5 611 39.2 644 37.3 621 )5.3 677 621 3Z.2 531 25.0 621 17.7 619 Z1./ 674 21.6 509 18.7 121 22.6 501 X N til in 71.7 137 75.1 100 28.9 177 19.1 795 2/.9 133 25.1 790 21.7 /33 71.4 395 19.3 733 20.0 381 433 182 376 1..3 N Q O z O N fA TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 AnchorCapecity Table(Iba) ANCHOR CAP.,, su0tlmld 2.7%CmIde 3.6%Corc. Ndbe CMU FIWdCMU PTWood Mdal (DP,)X( )sANCHOR CAP... 3216 Elco j1.7 516'Elco 114'S3 Elco 610 Sled 822 Simi %1281 mi MULLION CAP.,,,,,,,,, Anctwr Type 3n6 Etco unr+<m vCE%ouemcm U�acon 3816 Elco u11r:m v/•EIcoH24/r u8mcm Apgn%721a Screla(('6)Suna(G5) &Pew(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR Anchor Cllp Palloma Edge Dslarce nl 1' 2-172 T' 2.117 ]-170 1' 2-117 1• 3.176 7 0.46• 0.6E o,sw CAPACITY REQUIRED'CORRESPONDING TO AN Emhednmsl n 1074• I4r 1-374' 144' r i-114' 1-vr 1414• 1-171• 7 148' 146 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchds0476M1ao.C.7SlandadvomClCIp6701Y 3W os 3m its 4508n 8D0 ma I6H IDs 27ODS 280 Its 354 Ms 664109 946 DO 341105 44215 %a Its OPENING,WHEN IT IS LOWER THAN THE MULLION t Ancham®1.15'MIR 0.0 I Sl6nmrd(ae Ctael)C5p 094 48D On 70015 NIA wA NIA NIA 380 as NIA WA WA 662bs 665us 1120 DE CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3'Mn O.C.I(n 215 Angle Ctpa/(Fig 3) 780 ms 780Rs 680043 15601M 18061os 5401os 66006 NIA 580157 1892Ito 68210, 685 rot 112086 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arctols®0.64'M81.O.C.fUt11p,MIo.100'Num(Flp 4Y H7A WA NIA WA N7A N7A WA NM WA WA WA WA M2- CAPACITY WHICH MAY BE USED TO QUALIFY 1Arcfur7 F4:6p(Flp 5) 186 os 106 D6 zzb as 44596 e2z lstm lm mos 3321-3 413 u6 flood] 221106 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.16 MIA O.CJ FIC290 ps 350 b NIA WA NIA NIA 190161 NIA WA WA 341 Mt 44210 ANCHOR CAPACITY TABLE. ritouucT RBvlseD as oamptying with Lha Flodft 1.260'-^ Building Code AcccrAwma No FIGURE 1: FIGURE 2: 1fo'�Z1$' 3 TABLE NOTES: Oxpi7ar',m Date HA2) • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By • ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dodo Product •111111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,��r,��( l YIJIV 1,1!4 FIGURE 3: 3.94' �' ��,•''1(:EN se' '�`Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '• • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 7r4l GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL ' `) L7= FIGURE 4: FIGURE b: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 2' %� , LlN108063.75 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� e .T;•.,71((*J1Ak p;,.--cj . .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 'i •,51-, ' ••••.. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'LJ�S�OI�J/�4- 8 412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25' 3.94 .624' A.LYNN MULLION ftR,P.E. Le-1 LID FL P.E.#58705 TABLE12A Mullion Ca ac Table lbstre Opening IAlldlh(for veliically-spanni mUllon9)or Opening Holght(for horizordelly-spenning mullons) 50TH 600 700 0011 901. t040 1201. 140In i6Di- �^ Ru1e.out-,I AepTOerg. Raclawar Tmprfdeny, Rudnguler TreprMang. RWanyder TfAW9e Rulon 718- paler Tn(✓idanp. Rwt eding TL.O..y. R..&Mar TrL"de Roaten0dar Tm d.- Rude ' 2 X d X.26 t-aadn9 >-oadn0 t.oadnp 1.066710 taedng Coadtp t.oadnp LOedny tnadnP tnadn toad. LwAn Loe �• � 0� WSor Tropfiden8. o p 9 0 9 1066719 Laad.p Loadnp tae�ig tcedrg 19, � Alum.Tube �. �, � Mullion it `Tiliali � ' ' � � � �• � � Ylei f � � ° m U) 420 170.0 820 170.0 435 170,0 745 170.0 475 170.0 868 170.0 608 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 621 I70.p 1480 170.0 521 17x0 17J! 170,0 621 170.0 1083 170.0 62) 0 � 450 170.0 708 1700 524 170,0 650 170.0 684 1700 071 170.0 83Q 170.0 7133 170.0 881 170.0 1276 470.0 077 170.0 1417 1700 eW 1700 1700 170.4 500 170.0 1983 170.0 880 t70.0 2267 170.0 880 J W 50.6231. 1700 747 170.0 603 170.0 498 1]0.0 831 170.0 Y046 470.0 pal 170.0 1183 170.0 723 170.0 1345 170.0 747 170.0 491 170.0 766 170.0 1793 170.0 760 170.0 2092 170.0 788 1700 2381 170.0 769 Z x in W 0 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1116 170.0 761 170.0 1276 170.0 087 170.0 1431 170.0 937 170.0 1694 1760 858 170.0 1913 170.0 801 170.0 2231 170.0 861 170.0 2660 IT0.0 est UJ O 601- 170,0 083 170.0 701 4700 1041 170.0 707 1700 1240 170.0 878 170.0 1417 170.0 945 170.0 1694 170.0 ON tTD.O 1771 170.6 1033 170.0 2125 170.0 100 170.0 2479 170.0 1063 ADDS 2050 170.0 1063 cj Wln 170.0 030 170.0 715 170.0 1118 170.0 050 170.0 1302 170.0 940 170.0 1458 170,0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170,0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 H71 680 170.0 074 170.0 780 170,0 HBD 170.0 DOS 1]0.0 1301 170.0 1002 170.0 1558 170.0 1058 170.0 1763 IF0,0 1165 170.0 1910 170.0 1210 170.0 7578 170.0 1276 161,9 2437 170.0 1285 132.8 2437 17QA 1289 m 710 170.0 1983 170.4 878 170.0 1276 170.4 1009 1700 1145 570.0 1428 174.0 17Q0 170.0 7228 1700 Wt3 170.0 1316 1]0.0 2126 170.0 1387 146.0 2184 170.0 1480 124.0 2184 170,0 1529 100.2 2184 170.0 1530 ? to 760 170.0 1122 170.0 037 170,0 1340 170.0 1080 170-0 1570 170.0 I20B t1842 4 1700 1371 165.1 1960 170.0 1421 145.0 1860 170.0 1503 123.0 1980 101.8 150 100.4 1980 164.0 1535 92.9 1900 1627 1645 Iy51• a $Z 78 in 170.0 1161 170.0 987 170.0 1301 170.0 ttID 170.8 1671 470.0 1250 170.4 1380 167,7 7101 170.0 1474 137.4 feel 163.1 1600 114.6 1801 147.3 1413 98.2 1861 1348 7469 840 1881 137,8 1464 S90In 170.0 1328 170.0 1545 749.1 1396 lSa4 1238 7226 1398 538.0 1196 121.31179 2S.4 1398 110.2 1182 09.5 1396 101.4 1147 74.5 1388 88.8 1122 83.9 1328 027 5106 63.0 1398 78.9 1096Q = Z 6-5 O 980 5/7.4 1270 161.6 1080 122,9 1229 127,8 1078 106.3 1228 111.2 1081 90.0 1045 81,8 1229 68.6 .1719 73.7 1210 024 1016 81.{ 1228 72,2 883 627 1228 53.8 877 48.1 1228 61.1 0071060103.071 1958 077 88.3 974 d9A 862 74,0 97! 77.2 649 8d.{ 837 67.6 971 01.8 820 ata 971 i6.d 516 43.1 974 <A,0 798 37.0 971 45.0 782 324 071 45.8 771 ( sij '.D i§�tit 0 95A pip 97.3 812 78.6 919 81.0 819 66.1 Dt9 70.9 898 829 794 61.0 979 68.7 *11447-.19!D at.8 774 3P.7 P!P NA 760 54.1 939 40.2 742 28.8 910 31.7 732 N A 120171 76.6 708 746 710 02.8 786 04.6 705 630 780 56.8 695 19.4 5dB 419 768 45,4 788 40.6 060 316 7pQ 349 BS3 27.0 766 31.0 641 230 768 20A 631V745TH43.7 548 45.2 301 35.4 bib 37.0 498 312 648 31.8 491 261 455 24,3 618 26.3 618 22.8 474 182 848 f0.b 464 16,6 648 iZ2 450 13.7 648 15.6 458 U SC Q b (� TABLE 12B C4ANCHOR CAPACITY ADJUSTMENT FORMULA: z Anchor C6 •cl T•hl6lh• ko s 3 ANCHOR CAP.,,„,,,,, r: Hub112te Zan Cmcrtle 16k colt. tkAow CMU F91edcMu PTWaoO Metal (DP,)Xt Ic ANCHOR CAP,,,•, (1.18 Elco 1/4'ss Eko 5116•Eko 112 SS Elco 610 staid Ott SAW 012 sleet MULLION CAP.,,,,, ♦ '7 AnehOTClfp P4tlama '''ntliaf T/Do ata Elco unman yr Ekounmcm Ul m 3118 Elco unman yr Ekounrecm (M suer(Gb) suer(G5 USE THIS FORMULA TO OBTAIN THE"ANCHOR Ap78Gale7 UOmcm A +eGuor acnse ) EOOa Osdrce 445 1• 2•112' f• T-v7 3118• 1• 2-tr2• r 2-vz r 6178• 27 0.48• 0.50 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN Etnbtfte81 n 13/2 1-&V 73rd• t V4• 2* 1-V4' 1-U4• 1.114' 1-vr 1.714• 1 I,fle T 1-", 1 tape• valet ACTUAL PRESSURE REQUIREMENT FOR THE 2ArxMrs 04.78 W0-0.C./siadar0 ur0t8ei cep fFT9 lain 3DD 21 390 ins 45006 8901cs 1641106 270 lot 2M to 1 36461 740106 374 In I 661 t0-, 946 bs 341 bs I 44266 556Im OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancema 21a'MSs O.C.I SIandwd(or Clhel)Cep 4718,9)' 7406/ 740 Its 63366 148528 142466 NIA 660971 N/A 605 Us N/A 661 On WA se2bs 9851(8 H20" CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AmhM@LTI'MIn 0,01S4acura(Or CfW)Cgs(Re 4)' W5 lbs Oso 75861 19466* NIA NIA pins NIA 79061 NIA WA WA 102140. 1827 Lac 1660x0- MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArclaM@TMIn O.C./(2)215Atple CUPS/(Rp5) 780 pis 7 ®061 75mroe 1896 bs 06s 5m is NIA 7601ta 74861 BBD WE 13926s 682 bs e856s 11270s CAPACITY WHICH MAY BE USED TO QUALIFY 6A7k"Allia, a0.C./(7l2r6Angle Clint 101967 1t7Qb1 AIM Its 1{00 66 2640 Me 284463 a 84D Its N/A 114066 112263 13201As a IM 1022Its t3716s 168161 ADDITIONAL ANCHOR OPTIONS FROM THE 3 AMhmQ 1.34'MIn,O.Q I UCnp,Inlo.725-AkM.(F19 Tt 111A WA NU WA 111A NIA WA WA WA NIA WA WA WA WA 073 ANCHOR CAPACITY TABLE, DArcpOn�O.sd•M00.C.tuetfp,7.16,128 Alu0r.iFW 87 MIA WA WA WA NSA NIA WA NM WA NtA WA WA WA WA 2t es PRODUCT REVISED 2 Anctnn Q 260'Mle O.CI F4;ep(Rg OY 370101 570108 315 6s 743111 712 M NIA 200 Its NIA 3014t NIA Idp 071 NA 3416s 442 61 E6o lm os PRODUCT emplyinEVIIvith E Fltlddx 3ATcMs¢61.71•MO.p.&1 F{7b( .107 443 xs 825 its 37966 973 Lbs NTA WA 933116 RIA 399its NLA WA WA 51165 664071 844 Ra Building Cade `�roZ1O�y•Q NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acaptalu No ✓ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expirwi Dag 1204) FIGURE is FIGURE2: FIGURE 3: FIGURE4: 2.000' D • • • • a • • TABLE NOTES: trliwr Dade 2'(6dvcl CoOh "%k%1111111I/l • • i)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 445 LOADING.SEE SHEETS 2-4 FOR �`� City( - AiJ( • • • • • GENERAL INSTALLATION METHODS. ry`•`:��,,•'I�pgIJ SF /1` FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `<'•' •;'t • a • • • • • • • • .26W 4.000' 'r� 14u :;6705 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 LOCATIONS. ^'U)' GJ� +.'t FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: �)`•, 5 1 E OI' �!/ ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT n••.fiLOR70F;••', >�� • •• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM 0-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK 16 2'X 4'X.25•MULLION 5 •• • MUST BE USED { IS3/`(�jq1�t1 rG�lt`` IN PAIRS. THREADS BEYOND THE GAUGE).STRUCTURAL SMATERIAL.#10&#12TEEL TO BE AT ANCHORSINTO25- NTO WOOD MAY BE STEECK AND A36.ALL L,1&8 S.S.OR 4 0 S.INTO METAL SHALL S. AT LEAST 3 SCREW A.LYNN IkILLER,P.E. FL P.E,#58705 TABLE 134 � - Mullion Ca ao Table IbstW ® ~ Opening Width(for vartira*spemhg m pions)or Opening Hight(for horimrdn0y-spOrcirg mJGons) SOI. 60 In 701n 50 in 001n 108 in f201n UO In IRON Reclen0.dar Trepl711anp. Rocl.ngWer Tr.pllaang. Rectangdu Troprrdnq. R.Wgd. Tmprrdang. R.clenp0. Trep/Td.g. Red.ng hr Tmpridang ft.unt;A. Traprrdang. R•<IerigWar Tr.(Vrdang_ Rect.ngut.r Tmprldeng. Of LLO 2x8%.26 Leading Loading Lo ling LoadnO Loading (Haling L.aedng Ludng Ieadug (nadna Loadng Ludin9 Loafing Loadn9 Loading Ludinb Loading Lowing o: Alum.Tube Mu01on �g 3 J? Fg •, �• d '� ��, � ` L gg1 c1 � � �• r7� g 8 m LL !,I 42 N 170.0 020 170.0 435 170.0 741 170.0 470 170.0 060 170.0 506 170.0 992 170.0 510 170.0 1110 170.0 521 170.0 1210 170.0 521 170.0 1150 170.0 621 170.0 1716 170.0 521 170.0 100.1 170.0 621 48 in iT0.0 706 170.0 524 (70.0 850 170.0 581 170.0 De2 170.0 630 170.0 1133 170.0 691 170.0 1275 170.0 677 170.0 1417 170,0 600 170.0 1700 170.0 880 170.0 1903 170.0 080 170.0 2261 170.0 680 j 2 50.625 In 170.0 747 170.0 68] 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1165 170.0 723 170.0 1345 170.0 747 170.0 1{04 170.0 756 1760 1793 170.0 766 170.0 2091 170.0 756 170.0 2301 170.0 756 54 N 170.0 767 170.0 612 170.0 050 170.0 601 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 537 170.0 1594 170.0 656 170.0 1013 170.0 061 170.0 2231 170.0 861 170.0 2350 170.0 061 m C) 60 N 170.0 065 170.0 701 170.0 1083 170.0 707 170.0 1240 170,0 676 170.0 1417 170.0 944 170.0 15% 170.0 OM 170.0 1771 170.0 1033 170.0 2125 170.0 108] 170.0 2470 170.0 1063 170.0 2817 170.0 1003 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 910 170.0 1458 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 t122 170.0 2131 170.0 1166 170A 2803 170.0 1171 170.0 2915 170.0 1171 0 08N 170.0 974 170.0 700 170,0 1160 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1080 110.0 1753 170.0 1155 170.0 1918 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 12BB 170.0 3t17 170.0 1206 Z m 72 N 170.0 1063 170.0 578 170.0 1275 170.0 10119 170.0 1485 170.D 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 170.0 2550 170.0 1450 170.0 2975 170.0 1529 170.0 3400 WO.D 1530 LU LU SW 3 76N 170.0 1122 170.0 037 170.0 1318 170.0 1080 110.0 1570 170.0 1109 170.0 #-2 0 1322 170.0 2019 170.0 1421 170.0 2241 170.0 1505 170.0 1802 170.0 1820 170.0 1110 170.0 1694 170.0 3589 170.0 1705 .=_I rcZ i 76 In 170.0 1151 170.0 -1 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 .0 1389 170.0 2072 170.0 1474 170.0 2302 170,0 1694 170.0 2783 170.0 1700 170.0 1723 170.0 1777 170.0 3681 170.0 1706 Q N r ~ 7) Q 03 p 90N 170.0 1128 170.0 1144 170.0 1501 170.0 1320 570.0 1059 1760 1406 170.0 .0 1057 170.0 2391 IT0.0 I7B] 170.0 2850 170.0 1919 1704 3180 170,0 1125 ISB.O 7113 170.0 2273 1365 3413 170.0 2761 � Z Be In 170.0 1417 170.0 1232 170.0 1700 170.0 1134 170.0 1053 170.0 1671 170.0 .0 170{ 17oo 2550 170.0 19S2 170.0 2533 170.0 2095 160.0 3109 170.0 2338 137.1 3109 108.6 2470 120.0 3189 156.1 2420 t2 Z Olob In 170.0 1594 170.0 1409 170.0 1913 110.0 1817 170.0 2231 170.0 1070 170.0 .0 2076 I04.e 2101 170.0 2271 146.3 1751 181.9 1331 12].0 2701 110.4 2381 105.9 2701 125.0 ?214 M2781ii6.0100N Ntilln 170.0 1838 170.0 1154 170.0 1960 170.0 1700 170.0 2203 170.0 1932 170.0 .0 2149 151.6 2612 1623 2145 138.0 2 1148.4 7119 113,0 2632 128.1 2106 07.6 2632 116.1 2126 006 �LU X 1201n 170.0 1771 170.0 1586 170.0 2125 170.0 10.58 MA 2152 159.9 I.. 115.1 .1 19144 120.1 2252 127.2 1938 108.1 2252 1111.1 (916 80.1 7252 99.8 1872 771 2252 80.9 1838 1608 X1N In 125.1 1691 128.6 1415 101.3 1581 108.1 1415 BBA 1361 81.6 1407 762 7 1190 110.5 1561 72.3 1373 61.8 1584 &5.7 1]50 511 1561 58.0 1310 41.7 156/ 49.1 1305 130] Q N Z 11 0 OL (n TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 0 Anchor Cavacltv Table Ilbal ANCHOR CAP.,„,, 6uWlmla: 2.11,Cer 1. 3.5k Cmc. Hollow CMU FWed CLU PT Wood Malal (DPp)X( )=ANCHOR CAP.,,, SI1C Elco 1/1'68 Eko 6118•Elco t/1'88 Eko /10 9ktl #12 SWI 012 Steel MULLION CAP.,,„,,,,, Arlctar Typo: 3/16 Eke Ulbacan 1/11 Elm Ulv9aon Maom y18'Eko lAOa.n 1N•Ell.Uluacu AOOmGetor Ultmew Aggr•C+•tor Scraw(G6)sar.w(OSI 8-(G3) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp Pattern/ Edea Galan.e(N7 1' 2-1T 1' 2-VC 1118• 1• 7.1/[' 1' 2.1x1' 2' 1118' r D.ae• o.s4' 0.324• CAPACITY REQUIRED•CORRESPONDING H AN Embednml(in). 1114• 1.314` 1-314• 1-314• 7 1.114• 1.1/4' 1-1l4' 14/1' 1-1/4 1-114• 7 Id/6 Ia19' aerie. ACTUAL PRESSURE REQUIREMENT FOR THE 2ANh=@4.75'M1n.0.C.1StwWrdar016 et C8p ig1021 39000 390 b. 45030 6BofW 16449x. 27013 2801W 3541. 1 740 b. 3741N 684110 G46 IM 341 IN 1 4421w 560 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 4.08'MN.O.C./Standard(0x06380 Cup(F19.31 7e0 m. 76o 3. goo IN 178013 3232 bo 540lb3 5601. 708 3a 1480102 74613. 1272 3a 189213 602 ba 08513 1/20IN CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Arwham Q 1.71•Min.O.C./Sland•d(orOfSal)Cip(Fq.41 116013 140013 1D101N 259513 WA 5A 9401N WA 1D65IN WA WA WA 1363908 1770 IN 2240 3a MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anclfor.Q7'hOn O.C.112)26 AIg1.COIR 1(Fq.5): 7BOb 76013 6803, 15601be 1890" 61013 5BOIN WA Iso lb. 7/BIN 680160 18921N 692 b. 665 IN 112013 CAPACITY WHICH MAY BE USED TO QUALIFY /Anclw.Q 3•Min O.G 712)2x5 Ang1s Glp./(Flg.at 1500 IN 15601W t3601W 31201b. 37021. 108013 1120 3. WA 152013 1496 bs 1780 3. 310/13 13&14 1770Iba 1210 Lbs ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arctam 1.5'MI.O.G/(212a5ArgN Glp.r(Fq.7): 1060130 210811, 1140 ba 318013 WA WA 132013 WA 1500Ib. WA WA WA 2045 ib. 25541N 33003. ANCHOR CAPACITY TABLE. PItwucr RBVISIlD 4 Alxhd.@ 1.31•Min.O.C,l Ut11p,N10.125'ANm.IFq.9). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1/3013 u c..plying with 1116 PlOrld/ B Arclnn Q 0.04'Mn.O.C.11)01P.NIo.125'ANm,IRg.0): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2801 IN I+-2.000•--'•i UuIlOblg Cade 2Andra.Q 1.178'MN O.Cl F4Sip(Flp.let 79013 300 Dxa /SOI. 89013 1818160 17013 200 IN 354 b. 740 bs J741b 63813 9463. 341 2. 44213 5801. - Acttplanco too B.03 ft 4 Anctw 1.71'MY1.O.CI F4•X (Fq.111 59030 100 9)i 605IW 128813 WA WA 4701N WA 5339)3 WA WA WA sB23. 6851N 1120 t3 .250' x 7x67( Date 7 i) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: B7 Miarli Product 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 25 FOR INFORMATION ON \11 1 I I 1111 • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\��C7`O 1: 4,;IZ • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �•'•'�,C'l'I•!SO '••FA • • • 6.000' .(. •..'Y, • • • • • • 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 e: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE l��171 • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "•')� S•,�TI:OP = \y, (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 400.WOOD SHALL BE PRESSURE-TREATED �,�,<•/.•�'•. ;7(31(\OP, ' • • • • • • • • 5.7) YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' '%�`c �'••• •••''�\\�';��, MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �', •�I ` • • • • • • • • USED IN //! L"11,'1_1\1` PAIRS BE AT LEAST.125'THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X,25" A.LYNN'MILL6,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE14A �pp1�c� Mullion Capacity Table Ib6M1 Opening Width(forverlically-spanning muillons)orOpuning Height(forhodzontally-spercing mullions) C><� 601n 601n 701n BOIn 90 In 100 In, 1201n 140N 160 In p RaclanoWar Tr4prei-m. Reclan9uler TnPridan9. Rectangular Trepfirlmg. Realang TnpTdanp. Reotargdw TrWTdary. Raclergutar Tnr1RL rg. ReoLw War TnplTdam. RW.Kular Tnp/rnag. Ratergular Tnp/ToonO. 1.26"%2.11" Loe3lrg Loadrg Loaokg Loadln9 Load4g Inadlrg Loaoln0 Loading Loodkg LoadlN LoeoNg LoadOg Loading Loading Loaoal9 Loaalrg LaedNp Loading i I Fili12 � nI I z Z 112 N 1442 578 167.0 428 120.2 528 1489 419 103.0 526 138.8 414 80.1 526 134.8 411 80.1 626 134.1 411 727 Foe 134.1 411 60.7 528 134.1 411 51,5 526 134.1 411 45.1 626 1317 411 -18 N 80.5 403 94.7 325 80.0403 81.4 317 63.7 403 78.1 316 46.3 403 788 314 40.3 403 78.8 314 37.5 403 78.6 314 30.2 407 78.6 314 6151n 823 362 81.0 301 68.8 3e2 79.3 2914 5118 SSL 71.8 289 51.5 am 61.2 286 45.7 362 64.6 284 41.2 362 87.6 283 34.3 361 63.5 283 29A 362 60.5 2W 257 382 63.5 283 � rn 4N 61.8 316 74.1 267 56.5 318 64.2 251 48.5 318 57.7 258 424 Me 535 253 37.7 316 50.8 250 338 3191 48.6 249 21.3 318 49.1 248 27.2 318 49.1 240 21.2 311 79.1 246 m p 80N 48.6 256 63.1 218 41.2 258 45.7 214 35.3 255 40,7 210 30.9 258 37.2 207 27.5 258 34.9 201 24.7 256 33.4 203 20.6 258 32.2 201 17.7 256 322 201 15.5 268 32.2 201 U tp J 031427 234 46.0 200 35.8 234 3911 1915 30.5 234 31.7 192 26.7 231 71.1 189 737 Z34 78.4 19191 Z1.4 234 291.0 184 17.0 234 28.6 183 15.3 234 28.5 1917 13.4 231 33.5 1913 d J F BB213 39.4 183 31.0 213 72T 118 2fl5 213 28.8 176 23.2 213 27.0 173 20.6 213 25,1 170 16.8 213 23.7 169 15.6 713 27.1 181 13,3 213 720 1591 11.1 213 72.0 160 z fn g 72179 301 165 23.9 179 25.8 162 20.4 179 225 149 17.9 179 203 147 15 9 179 16.7 145 J78 1911 254 140 20.3 1911 21.8 137 17.4 1911 191.0 139 lai 17.0 1337B 162 73.6 173 188 162 191.91 731 1fl1 152 17.6 1291 Q �-- H TABLE 1491 ANCHOR CAPACITY ADJUSTMENT FORMULA: FQ-• X Z G Anchor CYpYcI TYble BbYI ANCHOR CAP.,-,_, p uo 8U'sUalc 2.7k Concrete 3.51,Care. HoAaMCMU FIOeO CNU PT WDM Mtlai (DF;w)X( )=ANCHOR CAP.,,, r77 W 5116.Elco 1N'SBEko 6716'Eko V4'99'Eko 4.M- 281ce1 YI2Slcel MULLIONCAP.,,,,, U)Arclwrrypa 9✓t1'Eko Uuracm 1fa•Elco Unr9[al 3116'EkoUllmcon 114•Eko U1.1- GWor Ultmcon Atg Data ,.5 scmw as USETHIS FORMULATO OBTAIN THE'ANCHOR NAnehorCllp PaKemY uaram A9De 1 1 ( 1LU C4 YEgleDlslarcc(nl t• 2-12' 1• 24rr atr6• 1• 2-12• t• 2-1/1' 2' 3-1f� 2' 0.51• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN FA U)Enf0e3nan INS 13'4' 131! 1314' 1�l4' 7 1-1/4' 1-V/' 1-1f1' 1-114' 1-7f4' t-V4' z .NBlainACTUAL PRESSURE REQUIREMENT FOR THE UN4 Arcrom®3'Na o.C.f rn 21SArde r 1 T101aS 7m oa Se91m 1�bs 16B61o1 546amratios . 85 9a 1430 OPENING,WHEN IT LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTEDs0 MULLION.IT WILL YIELD A MINIMUM ANCHOR �' a �,mom. CAPACITY WHICH MAY BE USED TO QUALIFY x ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. I-.--1 286"- 1 r'Rc:UUCT RBVISBD SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 1 B 1118yirlg with 110 Flocldk 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Bu 1118 Codo (6-0Z(g a Ac FIGURE 1: ceplarlw No 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. L'%pimlim 4o 2I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118• 917 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I M' Ihda 125• 11 I I I I I t I ANGLE CLIP MUST BE USED IN PAIRS. L LY 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED r• \�� \Y( I CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T 7U .• F` YELLOW SOUTHERN PINE WITH AN 50 OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.126' I ��,••��CL•NS F '••'P THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28•X 2.11'X.125'MULLION Q' LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) ='r: No,55705 THE MATERIAL.#10 8 02 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. F`.`.. staL:ol: P.1 8/01\110 A.LYNIJ'Iv11ILt�.P.E. FL P.E.#58705 TABLEI5A �^ r Mullion G• ac T•ble Ib4#t7 Opening Width Or osfticak$Pa5rlrg 1ntDiOns)orOp•ning Height(7or hodzoda"paniru mWons) 5010 601n TO In s0 In 401n 1001n 1201. 140 N 160 h S� ReeimtOdar Trapr7daV. Reeiang>gm T,.lhlang. RectangW. 71wmang. Recten9'" Trwrldaang ng. Rttlew TralJ7dung, Rectaagdar Tnp7dang. Rt Trep77ifang. R.clanOU TfaPt(dawg. Rodwaul. TrtptM.,d gg C r 3,25•'30 Learing L sad g Loodng Londng Loadna Soodng Loadng Loadrg L.oadap Loedlg Loadng Soaring LoadU..19U..19ng n9 Lowing Lowing W.&O I Snaring tiY4 V DEG.AL r _ r r^ _ _ Ila _ _ _ r_ r BAY MU LL $@ $$ $$ �$� S�y� py} $p§c p lye_c py$_ f_I u`', E „ 1 t7Eb t7g t � Si C N 0 42 to 1709 420 770.0 435 176.0 7N 170.0 fib 170.9 88$ 170.0 ON 170.0 992 174.0 ata 170.0 Sita 179.0 321 170,0 1240 170.0 621 170,0 1486 170,0 821 170.0 4735 4'10.0 625 174.1 1740 170.0 Sgt � � 46 W 170.0 700 170.0 624 170.0 a50 170.0 504 170.0 092 170.0 030 170.0 1133 170.0 bet 1780 1274 1700 677 170.0 1417 170.0 060 1522 1622 170,q BBQ 130,17 1622 170.0 B4D 111.2 1622 170.0 Od0 50.82610 1"0 747 170,0 583 170.0 sea 1780 631 170.0 1018 770.0 687 170.0 1196 170.0 723 170.0 4345 170,0 747 181.2 iN3 170.0 756 138.9 143 570.0 736 117,3 1443 170.0 748 4020 1443 1780 758 2 c v) 6404 1184 767 170,0 612 770.0 B58 110,0 491 170.9 5114 170.0 764 170.0 1276 170.0 803 180.4 135} 170.0 437 fN.S 1353 1780 858 120,] 5353 170.0 861 IWA 1353 17OX 485 90.2 1333 170,0 eat m M Q 601. 170.0 865 170.0 701 170.0 1003 170.0 707 167.0 1218 170.0 876 148.1 1218 1700 9N 129.9 1215 150.0 OM 110.9 1216 1511 924 97.4 1210 1401 913 63.6 1218 148.1 013 TJ.1 1216 118.1 97] (.- U to J 03 In 170.0 930 170.0 745 170.0 1118 170.0 650 150.2 1150 1808 933 131.4 1160 163.9 914 1108 1190 1NA 898 105.5 1160 134.2 eas s7.0 t160 1287 875 T&I 1169 124.2 870 857 fiw 126.2 e70 W n LL m 661. 170.0 974 170.0 Tag 152.4 1048 166.8 Set 130A 1046 140.6 804 114.3 1448 133.5 860 101.4 1004 123,4 039 WA 1018 119.8 830 74.2 1048 1094 alt 611.3 lo4a 104,2 8!e 57,1 1048 106.2 8fe Z Cry� $ 7210 140.6 eao 147.9 764 117,4 880 126.0 740 100.6 880 1185 734 88.0 680 100.0 772 702 .6 92,0 712 704 800 8a.2 703 65.7 880 79.2 69) 60.3 880 70.6 4Ba N.0 060 784 65B � 3 7410 119.7 790 126.1 690 09.4 780 1004 614 858 700 93.1 663 74.6 790 83.8 632 58.6 790! 7s.9 453 599 790 71.7 836 i8A 790 05.1 824 42.6 Igo 62.1 gib 37.7 700 81.0 817 Q Zi 78 04 110.9 730 115.5 6.17 92.3 760 98.1 844 79.1 750 854 13422&1 750 77.1 021 01.5 750 70.6 412 65,4 760 66.7 606 402 75P $59.469"4 39.0 750 56.2 684 34.0 750 55.6 866 16-00 M 72.1 We 744 600 50.1 590 02.9 491 51.5 590 64.6 563 46.9 475 40.1 San N.4 465 39.1 We 40.9 402 300 5m 25.8 663 33.3 445 22.5 Sa3 31.0 N2N 59.; 795 81.1 NS 485 {t0 61,6 435 42.4 {95 N.4 ;95 }6.9 121 33.0 403 36.1 ;15 29.7 485 33.2 {09 2{,s 403 21,2 406 200 304 18.6 4% 250 390 t LU 019810 41.7 391 116 353 34.8 JOtSSA N0 20.5 391 31.1 301 27.6 337 23.2 391 244 333 20.9 391 22.8 328 174 301 14.0 }O7 17.6 315 of tin 1114 370 302 335 32.0 370 33,0 330 27.5 370 26.0 370 25.3 320 214 170 22.6 316 10.2 370 20.8 }12 18.0 370 iZ' W Y 3[ 124 to 30.4 317 389 289 25.3 117 2s.0 284 24.7 317 22.6 347 18.9 278 400 317 17.9 273 IN In 17.6 220 17.8 203 Q M TABLE 15B a� z mp s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: - D_'9x AnchorCa acf Table Obs ANCHOR CAP.,,,„ su5slmla 2.7k Comreta 3,Sk Caw. Honwr CMU Fried CMU PT OWnd Male) Pp-)XC )=ANCHOR CAP... 51is'Eka itPOS£ka 511a•£ko itd•S8£xo OtOst4at 41 25tazt ai24totl MULLION Anchor Cllp Padern4 '"i1c0or TTpa 31te'Eko ulu4<an 114•Ek.Nlracon UI 3'ib'EW UlUaeon 1N'Exo tnaa.on Appto0atol URM. Ag9reOetor ecmw(051 Borow(GS) 4crav(a5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 041a.ce fn} r 2-1m i• 2.1W 3-118• V 2-trr r 2.117 r 3118• 2' 0.44• 0.54• 9.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embed-10.): tel{' 1.314• 1.314' 1-311• r 1.1rP i4rP t-tr4• vv4• t•1u• 1.11;• r ta+8' 1.3re• wd.8 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctwn a V Wtn.O.C.1(1)215 Angle C14*I(RII.Sr 390Ibs 39085 4501m 6901 1709 me 2701N 2808u 354816 740 ha 374104 7201lu 84s 8u 341 Nra {42106 50066 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhm Q 85•M e.O.C./(2)215 An910 UIP01(Fla.2r 780 9 x leo I5a 790 Ma 1070 Iba 2525 iba 540 tm 580161 WA t 420170 748 ibe gag lea 1892164 682186 88!IW 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anot-QZ7VMe.O.C.1123245 Anglo CVP.I SFA.3r 112016. ��x6lw 95916. 22451ba 2254 wn wA 610166 wA fosalW wA 1320 wa wA tozz l0a 1327 uu 1880 ma MULLION.IT WILL YIELD AMWIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. 1111MUCT REVISED TABLE NOTES: m complying whh aw Flo" BetidingCod. Aampi-,No)G••Gs18.0 • • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pi SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. on D3fa /1132.1 By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi Dada Pn)&xt FIGURE 2: t l l I I I I I I 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125" � {L 1 11;1 cif • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. L{,�n ,.rY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. --^30° •�•;,.•'y1Gl:IdSr-• l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FIU ED 3.250• _ 1 yip,!70705 _ 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 606345 AND BE A MINIMUM of.126' Lp-" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT f} 7p LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUI.IiQN ':')) +y(ATF'1, 1(1 • 0. _1 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. �'.• fl,,.• •`,. •• ,F7.omo,. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ��. `ii?f. ...,.,tti ?`•,,� A.LYNN RE, FL P.E.#56705 TABLE16A Mullion Ce ao Tablo Ibse Opening Width(for verticalVspertri g mullions)or Opening Height(for hodwala*6parnirg mullions) Q!-&! 501n 001n 701. 801n 00 In 1901n 120 n 1.140 1 S in RactSnoular Trep/TdanO. Rocton9eler Traprlden0. Reclegda Tre"Sna. I exaanOdor Trap•Tdw4 Ractan0dar TrapT we R:sdwodDr TraplTdana.. Reolen9,4ar Tfq/Td.g Raclanildar Treprilden9. Rectan0ulm M prlden0, QC d Loeddn Lend_ Lee Loedn Loa Loodna Lnedn Loedin Loaft LoWn9 Loedn I.Min0 Loed1. lnedn l.oadn LoadnO Lwdn Loedn P 5.26"46 e B drr9 a �ro a 9 a 9 0 9 9 9 al DEG.AL �aa... •�q.. a^ .. DAYMULL g z 421. 170.0 020 170.0 435 170A 744 170.0 478 170.0 8W 170.0 500 170.0 092 170.0 519 170.0 1118 170.0 621 17eO 1240 170.0 Ni 170.0 14851 170.0 621 170.0 1735 170.0 521 1160.3 1871 170.0 521 „•1 481. 170.0 708 170.0 524 170,0 850 170.0 581 170.0 992 170.0 630 170.0 113] Roo Bat 170.0 1275 170.0 077 110.0 1417 170.0 060 103.7 1837 170.0 080 140.3 1637 17o.0 680 122.8 15.71 1 17eo 900 III: 60.625 in 170.0 747 170.0 563 170.0 596 170.0 031 170.0 1015 170.0 904 170.0 1186 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 147.1 1552 170.0 750 126.1 1552 170.0 758 1110.41 1552 170.0 756 W CDo 54n 170.0 707 170.0 912 1170.0 958 170.0 691 170.0 lite 170.0 754 170.0 1275 170.0 ao3 170.0 1434 170.0 637 155.2 1455 170.0 056 120.3 1455 170.0 681 110.8 1455 170.0 eel 1 97.0 1 1455 INA eel m 00.3 � 60 In 170.0 095 170.0 701 170.0 113 170.0 707 170.0 1240 170.0 079 157,1 1900 170.0 944 139.7 1309 170.0 900 125.7 1300 103.5 BBI 104.9 1308 1 167.1 982 69.6 1300 157.1 962 76.0 1309 167.1 W2 V r0 J 03 n 170.0 930 170.0 745 170.0 1110 170.0 650 162.0 1247 170.0 040 1425 1217 164.5 BOJ 120.7 1247 152.8 985 114.0 1247 144.3 952 85.0 1247 130.2 Baa 81.4 1247 135.7 935 71.3 1217 135.7 935 W Win 170.0 971 170.0 709 170.0 ilea 170.0 003 145A 1190 103.7 905 120.0 1190 147.9 045 115.4 1100 136.8 929 103.0 1100 120.1 011 88.6 1100 118.5 690 74.2 1190 118.1 603 64.9 1100 118.1 083 Z m 721. 101.0 1010 160.5 977 134.7 1010 144.0 850 115A Will 127.2 642 101.0 1010 111.7 028 Sao 1010 105.8 917 80.8 1010 080 907 67.3 1010 90.8 795 57.7 1010 67.6 700 5011 1010 87.7 709 3 min 137.1 008 141.5 792 114.5 800 122.0 775 98.1 900 107.1 761 85.9 006 08.2 749 76.3 0116 80.2 7W Sa.7 ew 923 720 57.3 906 74.7 710 49.1 906 71.2 710 429 1106 70.6 708 Z i •� 7aN 127.1 981 1326 754 105.9 081 1125 T]e 90.0 6Bl 96.0 725 79.4 BBI 9e.5 717 70.6 081 0.1.0 703 67.0 Bel 76.4 091 6J.0 881 00..1 981 45.1 801 04.8 875 39.7 0.81 B].7 072 Q Q N O 901. 82.7 648 MA 574 99.9 619 72.1 Wil 59.1 046 62.9 SM 51.7 046 50.1 545 40.0 840 50.9 537 41.4 810 47,0 530 34.5 846 41.5 510 29.5 618 35.2 511 25.9 046 36.5 607 Q m Z � H LU 90 n 662 See 70.1 505 56.8 580 59.1 489 46.7 569 MA 491 12.6 509 45.8 483 37.9 568 41.1 470 31.1 5801 30.1 470 28.4 Sea 77.1 459 24.3 500 10.5 452 21.3 SW 29.7 117 LA 55 Ul R ��y� Joe In 47.9 416 40.6 405 39.9 449 41.2 369 34.2 449 35.7 393 29.9 449 31.7 387 20.6 449 28.a 352 23.9 110 20.1 J7T 20.0 410 Z_2 380 17.1 M9 20.4 361 15.0 IIB 10.9 3511 LU 0 rn o 111 n 44.1 425 4#H3 36.8 425 37.0 379 71.5 425 32.8 37J 27.0 425 28.1 367 24.e 125 26.2 182 221 125 21.0 350 10.1 125 x0.7 ]50 15.5 125 18.9 31] Q 120 In 31.8 Ja4 3218 361 25.9 721 21.0 361 220 317 19.4 361 20.5 313 17.5 J84 10.7 JOB C) Q O0I141n 20.2 263 2We 253 17.1 230 D•{{{ Z m y,0 TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: g Anchor Ca acl Table(lbs) ANCHOR CAP. & BubM IS: 2.7kCmaele 3.5k C.- "OR-CMU Fi1edRAU PT Wood Mew (DPw)X ANCHOR CAP.,,, 5110'Eko 111'SS Eko 6119'Elca 114'88 Elco 0.10 Steel N12Steel 012 31e MULLION CAP.,,,,,,,,, Argtlor Typo 110'Eko Uvwon 111•Elco Ulvecm Ulvecon 7116•Eko Ulvacan tr4•Ek.UNecon AWreGnkr UBmcon ApBraGola Saw(051 9 I(G5) Sam(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Anchor Clip Patterns Edge LTslanco(1.): 1' &1f2' r zarr sire• 1• a1rY r 2-lir z• s•ve• r oAe• os1• 9.321• CAPACITY REQUIRED'CORRESPONDING TO AN Em.anont(In7 1-L4' 1-Y4' fy4' 1-3/1• T 1-114• 1-1d' 1-//P 1.1/4' 1-1l/' 1-1l1• x' ty8' 1.318• ranee ACTUAL PRESSURE REQUIREMENT FOR THE 2Mehm05'W&O.C./(2)215AN16lLpa r(Fl9.111 MO ms 3901. 450 lbs 8901. 1700 r. 270N 26016. 354 IDS 740W 3741he _916-5 9481. 311 lbs 4121. 560 m5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Asea. 3.5'1Aio.O.G 1(2)2x5 An&Cips I(Fig.21 780 Me 7801. 190 @a 107011. x5251. 510 Ma 5601. WA 11201. 7481. 8801. 10921. 662 P. eas I. It_ CAPACITY(FROM THE TABLE)OF THE SELECTED e Arxnaa 2.71•Bort O.C.1(2)275 file C6p.I n.3T 112016. 0291. 959161 22461. 22541. wA e4o 1. wA 10591. wA 1370 roe wA to2x ms 1]z7 ro. 18801. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY W HICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCE REVISED FIGURE 1: ..comPlyinB with dw Florida TABLE NOTES: Ituildmy Cade 16.OZIS.6.3 .0..140.0.0 1Jo • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. EA im110n Date ?iOZ I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. D r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mrem hodacl FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `��v��(Vyl N rif/l�7jii�, e 6 • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' -45'� \ *C` .••"""• (•.v FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,.•'�1G[:NS,c 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ �1p,Cii!'•0=' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ e e • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' - N IY.-• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 4. BAY '••C7, • _l $ �� 1111::i �/ LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LF115T 3 SCREW THREADS BEYOND MULLION ='� :;r.1L•OF ":./ THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAY BE STEF1,1&6 S.S.OR 410 S.S. 1 O i\ ,v ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. `cS`fe" '\ A.LYNN1h)I�L2R;P.E. FL P.E.iJ 58705 �s0 4m I-1.000•-I I--1.250°-{ a� � g - --� 1.000" I-- --I 1.000' f-- - - � -� t000 �- -1 1.ofio• �- I- 1.266'-'1 $ • .125" ci t1 1 .,25• p a1R' 2.750' 2.750' .125 3.125' --•125" 3.188• 6Y � -.125' � -.125' .125' 2.000" 2.000' 2.116" N 285 s 03 L -f.125' I 3 5" �5• �0" .125' O N L LU r L -rL -r -r r 966. FZi 1'X2"X.125'MULLION 1•X2'X.375•MULLION 1"X 2.75'X.375"MULLION 1'X 2.75'X.850'MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.186'X.265'MULLION 1.26'X 2.11'X.126'MULLION _ 8063-T6 ALUM. 8063-T8 ALUM. 8063-T6 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 8083-T6 ALUM. 6083-T6 ALUM. V) XSECTION X-SECTION X.SECTION X-SECTION X-SECTION X-SECTION X•SECTION UU Z M-.125' -�j�--.125' --f F'-.125' O TABLE A Z W STANDARD CLIP I I 2X5 ANGLE CLIP Dimension Value(In) For Mullion: 6083.76 ALUM. 8063-TB ALUM. ❑ W 2000• I 2.125" XSECTION c� Z X-SECTION 2.000' A 1.625 J D. U-CLIP I 6063-TB ALUM. I ,12� B 2- 1'X2'X.125' F r '-, .125' X-SECTION L Aluminum ZZ Q O7 p C 0.895 Tube Mullion Q ❑ Z D 0.740 008 f~p � m o m.- .125"J I•740"I A 1.125 1'X2°X.375' W z y $ -II B 2'404 Aluminum J VYj U) 5.500"- 3.125'�) CUTHERETO _.375" 5.000' --{ C 0' Tube Mulllon U ❑ C .375• _CREATE F•CLIP.SEE MIN. ,375'MIN. I-- D 0.490 Qa Z O O MIN. r DETAIL F,SHEET 4 A 1.875 4 r.338•MIN. .A ------------- B 3.000 1'X2.75 X �--------------------- U-CLIP A F---------1 1.001 �------- 6063-T6 ALUM. -'---- 2X5 ANGLE CLIP C 0.757 .375Aluminum TOPMEW 6063-TB 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 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X 2.75'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER•1116'. B 3.000 ,850' - 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 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part# A 2'� ^HCXIUCI'REVItiDD ANCHOR HOLE 1.X3.125'X ni cum I 5.500' •375' Mull Dimension(sheet B 2.037 prnd�vilhmBFMiltr DIAMETER:ANCHOR Mullion Std.Clip Olfset CIIp U-Clip Angle CIIp .500'Alum Beil4ing code .375' MIN. DIAMETER r 1118'. rB 0.663 Tube Mull Ampla,cc140 lCo-02! .03 MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M 1.137 pim11 Dale X21 1"X2"X.375"(6) 666006 666114M 6661119M SW244M 668512M y r---- -' -----1------------ 2.825 1.25°X3.188' D 1"X 2.7b"X.375"(� 66607 68B116M 6661120M SM245M 668513M 3.282 M nn Dede Produet X.205'Alum 1"X 2.75"X.650"(8) WW6 666116M 6661121M 666246M 666514M 0.862 Tube Mull ��11 �\NN hil B 1.782 �l , .... <I--- ---i -D1"X3.125'X.500°(B) 66637M 6661116M 6661114M 666242M 866515M 1.26'X2.11'X � �1cLIIS1.25'X3.188"X.285'(12) 66641M 6881117M 6661113M W6241M 666516M1.873 I 1.28"X2.11"X.125(16) 69370 WA WA WA 866517M Tube Mull c 140.661011 ' `O OFFSET CLIP NOTES: '= •� 6063-TB ALUM. .125'- l I I,l U TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, Fi DWI.-,• ��•;' @ 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. \. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.L 1.RES 587 FL P.E.#58705 -� 1.000' -1 1.000• t-- I-1.062'-1 740• .063' .385' I Y .062' 125• _ I I __ .062' - I I, yp�itS .438' I 1 Y n 4.000' -.125°STANDARD CLIP 4.000' 4.000' 2.625' 2.000' 6063.78 ALUM. I 2.125' 2.000' 2X5 ANGLE CLIP �+ 125" XSECTION I U CLIP 6063-TB ALUM. I I. III16063-T6 ALUM. X.SECTION .125' C4 .125' X.SECTION .125'_ - '031'' U) 14 Im N l .125' O CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .125 375, •165^� 375, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE _ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m (Y y HOLE DIAMETER:ANCHOR DIAMETER i 1/18'. - W p O 1'X 4'X.125 1'X 4'X.375" P X 4'X.375' 5.500• m N p )- MULLION MULLION 'T'-MULLION 5.000' Z M 8063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 3.125" CUT HERE TO 375" 375' F O p J X-SECTION X-SECTION %SECTION '376'- �..{F_CREATE F-CLIP,SEE MIN. I DETAIL F.SHEET 4 --� MIN. Z j 1.260' -- .375' Z LU m --------- � r_________ ___________- .376' - 2 `� I I 1 I CENTER OF I I � 1.250' 1.250' I I I I I I ANCHORHOLE I I MIN. OZ I I 1 I MUST LIE WITHIN i I Q a .�-• 1 I I I I THE DASHED F- U I I I I j F BOUNDARY.SEE I I O Z O Q N @ ___ ___ _ SHEETS 5-20 FOR _____I Q Z Z 2.875' I I I I F THEANCHORO.C. F I -� I I I F DISTANCE, 3.94:. I I I I 1 I I Z w $ o I I I I MAXIMUM 1 I W O 3.250' 3.250^ I I I I ANCHOR HOLE I I Y Y I I I I I DIAMETER: I I --.IOO• - .100" .100' L L ______J t-_______J ANCHOR i___________ I �L 0 J 3: m I DIAMETER r 1116' ----------, Q_.� ¢ 0 0 .100' 2X5 ANGLE CLIP ZmOA 024• 624' ' L STANDARD CLIP U-CLIP 8063-TB ALUM, °1D' CENTER OF ANCHOR HOLE MUST LIE 60663-T6 ALUM. UM' 6063-T6 ALUM. TOPVIEW --I .820" 1 --^I .820' l- ---1 .020' 1-- WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.04'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valae(In) For Mullion: Dimension Value(In) For Mullion: 6005-T5 ALUM. 6005.75 ALUM. 6005•T5 ALUM. DIAMETER:ANCHORDIAMETER-1116'. 7 X4' F 1.938 1.25' (3.25' X-SECTION X-SECTION %SECTION G 1.000 ,125' G 0.5DD X.624' 3.469' 5.500"� H 2.080 AluTube Mum H 1.436 Aluminum 2.661' !� 125• .375' 375' I 3.000 Tube Muilbn I 3.250 Tubo Muillan -' ,128' 1.877" MIN. F 3187 1'X4'% F 2.826 1.25X3.94' 1 377'� I G 0.767 .375' G 1.125 X.024' _ H 2430 Aluminum H 1.600 Aluminum QUCr REViSFD 1 I 1 I 3.000 Tube 8'T' I 3.250 Tube Mulllan .�complying w•ilh like Florida I 1 F 2.250 1.26'X3.25' F 2.813 30•Ba Sum Duildhkg Code 1 i 1 1 I O 0.760 X.100' F 2.875 45•Ba Mull Acccpiwoc No 1♦'o•O2)S•03 .125' P_ indi n Dane .125' 46'-' 2.250' i i I I i I H 1.600 Aluminon P ) �`� i I i H j I 3.250 Tube Muilbn By 3.260' Were Dodo Product 45-BAY MULLION I 3.250• i i i i TABLE D 30'BAY MULLION 6063-T6 ALUM. L_______� I �._ _____� Mull Dlman�on PGT PaKr 8083-T6 ALUM. I X-SECTION I (shook 0) Mullion Std.Clip OBoel Cllp U-Clip Angle Clip ��' p��.••""•••<<(•' �i X-SECTION I 1'X4'%.126'(10) 89384 686111M 6881122M 66B241M 686518M - a�;• ENSE i OFFSET CLIP .125' G 6083-TBALUM. l'X4'X.375•(11) 66610 666112M 6MI123M 668242M 666519Mr I 070 .228' �,9B1'-� •�6� .961°^I TOPVIEW 1'X4'X.376'•T'(11) 66653 668112M 6681123M 660242M BUS19M NOTES: .740' 1.25•X 3.25'X.100'(13) 20100 6661127M 6061124M 6662410M 6665115M 1 ul 1.25-X 3.25'X.624•(14) 20161 6081128M 6881125M M2411M 66MI16M '•Q i)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. X3.84'X.024'(16) 20162 8681117M 8861120A1 666241M 688517M `•'A 'tE f• '•}-' 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86648 WA WA WA 6685110M ��,��.'••�LOti\OP. \�;�� 45 Degree(20) 66650 WA WA WA B6B5111M S$(( 41 < 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A�/ y4,LYN R, E. FL P.E. 58705 TABLE E Mull Dimension PGT Part# £ a (shoot#) Mullion Std.Clip U-Cllp Angle Clip --'1 f---.125' --1�--.125' -1�.-•,126' �� 2"X4'X.25"(16) 66602 888281M 868271M 6665112M J00---1 o 2"X6"X.25'(17) 66604 666262M 666272M6665113M s7ANOARDCLIP U-CLIP 2X5 ANGLE CLIP8063-76 ALUM. 6063-TO ALUM. 6083-T6 ALUM.2.000• XSECTION 2.125' XSECTION XSECTION 4'NOTES: 2.000'1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' 125' .125' 8 m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. z L N2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1T O FF HOLE LOCATIONS. 1,ggp• W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --- UJI 5.500' 7 2 s� U O8 1n CUT HERETO 02111- 3.500'�'� CREATE F-CLIP, 5.000' 375" W o O .375' Y I_SEE DETAIL F. '375` rC .375' �- �~MIN' m Z M ~ MIN. r SHEET4 MIN. O J rL Z 7 r-------- ------ -------�- -- -- ---------------------1 Z W g m 0 W I I I J 0.0Z 1 I 1 I 4.000' I I I I Q J � --I---'- --- --I- 3.438' � -+ 3.438' �--- 1--------I .250" 2'X 4'X.25" I I 1 I Z 0 N .- MULLION 3.438' I I F Z..Z a0 0 6063-TO ALUM. I I XSECTION I I I I I MIN. � Z t5�o� I I I -- L---------------------i MIN. W O L_ __.-_-_ -__ _-____J __ U) � L- STANDARD CLIP 2X5 ANGLE CLIP U Q 0 UCLIP,6063-T6 ALUM. Q 2 O O CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. 0) f� SED FOR 2'X 4'MULLION,SHEET 16 d y, WITHIN THE DASHED BOUNDARY.SEE TOPVIEW / TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m0 Q SHEETS 5-20 FOR THE ANCHOR O.C. L SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 11/116'. SHEETS 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER-1/16". --5.000• 2.000'-- . SEE DETAICLIP, _.375" )- 1 .375' CREATE E DETAIL F. •375' MIN. r-SHEET4 MIN. rt MIN. 375' I I I I I I I I I I I I 1 :DUUCT RC:VISGD I I I I w complying with"Fluddr I I Building Code I I I I I I Acmplw,ce 14a 1rO(3235.03 I 1 I I E 1pitnnoo L1de 202) I I I 1 I I � }__-_-_�_I ien hodua'. .250• 6.000" -j- �-- --j 4.688' It 5.438' M I I , duct'ct' I 6.438' 1 5.438' I I 2"X 6•X.25" I I I I I I S�'•110EN,gE MULLION I I I I I ,•• - I 8003-WALUM. I I I I No.58705 _ X-SECTION i I I I i i •375" _ -- MIN. 4,1 STANDARD CLIP U-CLIP 2X5 ANGLE CLIP .250• 0083.78 ALUM. 6063-TO ALUM. 8083-70ALUM. ��Sl�(l�`nt- TOP VIEW USED FOR 2'X 6"MULLION.SHEET 17 TOPVIEW A/r, 11,11 TOPVIEW A.LA MILLER,P.E. FL P,E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ° n _-1-1 - - RECTANGULAR LOADING MUST SE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED m -L ---- DESIGN PRESSURE OF+80.G/-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x a SEE SEE - FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD ig O FENESTRATION DETAILS, o t: PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. �� R=a g APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LO MULLION - N LENGTH -- 2)USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 '3 m 4 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z 14. a co SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MUWONS OR FENESTRATION PRODUCTS,WILL 0 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _ �-2.7 INSTALLATION SPECIFICATIONS INTORESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TOMULLION. .2 B to IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m 00 0 NO ANCFIOR6lN WINDOW co SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: co M636 LBS ULL WIDTH ~ •'Jj (60 PSF)X( >=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 40) OPENING WIDTH 72.7 PSF - - -- z g THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-316".THE OPENING REQUIRES A 9 DESIGN PRESSURE OF+50.01.55.0 PSF. JZ Q � •cT FOR THE VERTICAL MULLION: Z Q N � O 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72•+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, Q Z o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-&8'AND WILL U)s p o� MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W EXAMPLE 2:MULTIPLE MULLIONS W -i _ FROM TABLE 3A,SHEET 7,THE 1-X 2.76'X.375-MULLION(LENGTH=108",OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF Y Y MULL WIDTH-•-)r--� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U C <n V) FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=SO-)HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z y N SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mO s.O SEE DETAILS, w 32' FENESTRATIOn SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2•=74°,NOT 73'AS PREVIOUSLY -s PRODUCT'S 2,1ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN 1 APPROVAL �- , THE 73'DIMENSION(35-t12'+35-1/2'+2"=73'). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I , _ L i CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. fl DETAILS, DETAIL F. OPEWNG SHEETS 2.3 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER O. MULLION TYPE COULD BE CHOSEN, MU ON 72• t'LtWUI`'I'RL'VISOD 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/IRIANGULAR LOADING MAY BE as ilding inj w{1h Y o FIDt13 Building Code USED.FROM TABLE 12A.SHEET 18,THE 2'X 4'X.250'MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF r1-170.0 PSFWHICH EXCEEDS THE Ac.plwm No 16.0 AL1$.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pimtion Date rjQ2 1 SEE DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By Sn2.3 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH MiDude product 2d (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. \`\ol' Ly IV L'CPENING 31',IoRIZ. -� afi•,HOR2. __I4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHORULLLENGfH MULL LENGTFt-"III CAPACITY IS 1074 LBSWHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 412 STEEL SCREW. ''t: No.59705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; +1.170.0 PSF FROM THE 38•HORIZONTAL MULLION ATTACHING TO CMU; 'SFJ O 141 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). () S'Af E O •'J\` THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��.•'•.�C O(t10N•. � .SCS •.......• VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYIJN MILL P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUIRIANGULAR LOADING: ^ Pyy PWd o PW JS�I.H -_ NSHIDH - 'SHIDH T o m _ 1 PW PW z N UJ I Of cr) LLI LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / in o OF SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / H co J DOOR � 7 _ SGD -' - _ - Z z m /..PW—1s i -_ LOADING OF VERTICAL MULLION ? U) LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d PW 1 Z PW_ _ PW PW cn W fl p a- 3 PW -SH/DH SHIDH- o SHIDH SH1DN I g 3 Q Q o0 d` Z1'oto Q o m2 - 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION * j PW PW _ HR l - - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL - 1 MULLION 1 P - I HINGEDPW PW i NOTES: :;!&DUCT RBVISED DOOR _ , _ l as complying e•ilh Yw Florida 1)DRAWINGS ARE building Code RERESENTATIONS OF TYPICAL ncoepronm No p --- PW CONFIGURATIONS. H Imrf Dale ZpQ3 PWCONFIGURATIONS NOT SHOWN _- MAY BE EXTRAPOLATED FROM Miran' trawu o D / / / i THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT \��` �.j LYNN,Ili BE DETERMINED,USE ,� ,s,O•,.••• ••.,•((�, i� I PW RECTANGULAR LOADING. .•;�`.•'��CEIISE PW PW 3)SEE PRODUCTS'APPROVAL FOR No.58705 ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION (t-I / - '�, „J n' PANEL OF HINGED DOOR 15 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS , V'' / -"U '• N KI 6 II f1 '• � SGD _ (�`'.• ST�'I L:OF �J- LOADING OF VERTICAL LOADING OF HORIZONTALA,. (') f q� LvNN�. R1 E. MULLION MULLION FL P.E.#68705