The URL can be used to link to this page

Home My WebLink AboutProduct Approval (2) S .LUCiE COUNTY BUILDING DMSION REVIEWED FOR C0 LIANCE REV1E ED 12Y DATE PLANS Arai PEST BE JdP i ON 1013 M IAMI•DADE OR NO LNSPECTION WILL BE MADE. MIAMI-DADE COUNTY T PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series"PGT"='ClippedExt ded_A1.uminum TubeMulla L1tiI.I; APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant 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 Nvith 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.16-0218.03 MIAMI OMDE 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 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel a ez,P.E. Product Cont oI 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" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT It dust ries, 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 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 ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL.1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS................._..........1 + o ELEVATIONS..................._..............1 FIGURE I: MULL TO 2X W000........_.._..........2 ^ o: MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL-- ARCHES 70 BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS It 70 1%&MASONRY_............2 ox O MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING•AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL I ULL T IX&NOTES._................2 / SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 MASONRY...................3 / G,H; _1 SHEETS 2.3 SHAPE MULL TO STEEL STUD_.................3 N CO _ 3 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL.............................3 I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS........._......_......._3 '' Z W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS....._.........._..4 ii 'y�I�II�IIIIIJJJIII �♦ BAY MULL INSTALLATION.............4 1X2X MULL S..._....fi -I 7 7 41 \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS,....-........ e X. SP _ INSTRUCTIONS. 1 X 2.75 X.375 MULL ECS..........7 T 0 1 X 2.75%.65 MULL SPECS............8 Z a USE THE MBINED WIDTH OR HEIGHT OF ADJACENT FENESTRATION PRODUCTS TO DETERMINE RESSURES I X 3.125 X.500 MULL SEE DETAILS G; Y j j j �-_I i� SEE DETAILS ANCHORAGE FOR THE COMMON MULLION. EENLEXAMP�ES ON THIS SHEET'AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER AND 1 X 4 X.125 MULL SPECS..�.......10 L'n M GO O 1-- ATHRU G; 1X4X.376 TUBE MULL SPECS....11 Q sHEETs23 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN �JI SHEETS 2.3 1 X 4%.375 X.MULL SPECS........11 = J J I11 PRESSURE OFMULTIPLE MULLIONS ORFENESTRATION PRODUCTS S)iALLAPPLY. 1.25 X 8 ECS 11 � � d OPENING 1.26%3.25 X.100 MULL SPECS.....13 Z LU T. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25x3.5 X.024 MULL SPECS..-.14 MULL FOR 1.25X 3.94X.824 MULL SPECS.....15 LENGTH HORIZONTAL ❑ L() 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..._..........18 J Q Z SEE DETAIL E, Z X 8 X.25 MULL SPECS.*...............17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANTQ 70 r SHEET a 1.28 X 2.11 X MULL SPECS....18 30 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z O Q N c REACTIONS. 45'X 'X 3.25 BAYY M MULL SPECS.........18 45'K 3.25 BAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS......21.23 FENESTRATION B)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2 ..................24 V7 PRODUCTS MAY ILOADING EXAMPLES....._.__......_.5 W q BE of ANY TYPE. 0)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Lulit MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH LU TA MANUFACTURED F' W I11 SEE DETAILS 0 BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U a Q „30 00 III Z 1 I_-- — 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. �Of -350 / € -3 p•D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING d §� � . nowzoNTA-!:L L SHEETS 23 W IDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. — Muu LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FPI FOR THE OPENING USING THE ASCE-7 STANDARD. MULL OPENING WIDTH--I I�— HORIZ.MULL LENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. � -LENGTH I-- _ I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR-OR-TRIANGULAR/TRAPEZOIDAV. Y - OPENING q FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT ) nv complying with 16e Fluiab --- THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Nw1dNe Code OPENING MULL �' H«TIZ. VERT. MULLION CAPACITY(L BS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/M)FOR THE OPENING OBTAINED IN Acccplenco No I 'g'• HEIGG LEN ML� MULL STEP 1). B piref( Dnlo LTH L5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE nY _ REPRESENTS THE WtNOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. ZYM °rmd.CL OPENING WIDTH 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\�\1 LYNN /7j�� SINGLE MULLION SINGLE MULLION -"'FOR VERTICAOLPMUiNG WIDTH ANCHORISUBSTRATFIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \\ON'(•,.....,!)%/((��i,' '�FORVERTICAL MULL CAPACITY IS MET. ` :.• 11CCNSF''•.,�Q SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 CORRESPONDING ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT'1 FOR THE _ •1` ' No.56705 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 - LY 0';LLLl STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ;, TE F 141 - .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT-1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %�.t\•' at� •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. :�tS 40R%O.- -ALUMINUM DESIGN MANUAL,ADM-2010 B HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NDA TO APPLY FOR A PERMIT. `�� \`� •AISISIOO-D7IS2-2010 ) A.LAY%NRV1I#g9,'0.E. FL P.E.#58705 n PER �gl 0 DETAILA: DETAIL B: Muu1oN o MULLION TO 2X WOOD BUCK MULLION nNo TYP.ANCHOR oY MULLION ATTACHED BUCKSTRP PER SUBSTRATE, p OR WOOD FRAMING WOOD BUCK AND MASONRY gTTACHMENT SEE SEE TABLES IB•1BB (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERs, Lo SEE NOTE 1, N I SHEET 1. -•-./. m cf) MULLION 1 Y I- d 1 I T SEE SHEETS °1 I MIN 2.71(51 �.. '• EDGE LLI V 21-23 FOR HOLE d I I I CONCRETE OR CMU• DISTANCE, J W DNSTALLED THE I I I ° I I ---�I- _ LOCATIONS I SEE SEE TABLES ° ° 1 18.188 EDGE I EDGE DISTANCE D' U ° DISTANCE a m ° I ° W Q O O FOR MASONRY I I FOR WOOD 1 ANCHORS m p {- L Y / Id ° scREws SIDE VIEW 7 (0. 2fi0'IJAX FOR °°d Z J ° ALL MULLIONS d _ C) J ° ° EITHER THE • _ d ° n STANDARDO � U yy' m ° t:�'> n d° OFFSET MULL z CLIP MAY BE � Q' ° EXTERIOR rHISA1ErnOD. t06 ; Z °d EDGE D Q ? r d DISTANCE F Z FOR Z d m - Q O MASONRY ° 0 N ° OFFSET CUP IS ANCHORS THE F" �' QO Lr—/�' RECOMMENDED FOR gy �0 n d FIN•FRAMED O EXTEIjIOR WINDOWS.BUT MAY W Q oY ALSO BE USED FOR Df U OTHER FRAME TYPES. U Z Q O O 0..ii z to ��sA 1 TYP.ANCHOR w � TYP.ANCHOR 6 d-3 PER SUBSTRATE, PER SUBSTRATE, TYP.ANCHOR SEE TABLES 1B-16B PER SUBSTRATE, BEE TABLES 18.188 SEE TABLES iB•16B EDGEJEND BUCKSTRIP 2 /// _ DISTANCE AND SEE TABLES EMBE�NT BUCKSTPIP 18-188 ATTACHMENT T BY OTHERS, 1— AND EMBEDMENT' SEE NOTE 1, ATTACHMENT I , . SHEET I. ' BY OTHERS. ... SEE NOTE I, ' • SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED • SIDE VIEW m complying Wllh The Fltsi& FRONT VIEW DulldngCode C� A, pt-m No Ra imlionDalc /1p2I, INSTALLATION NOTES: By. product 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ....Nr..N7((/�'�i� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 1\\ L,CN SF ''•F'P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE \ ` FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ��• \ 71 No.58705 - 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - : 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. -E OF� , lij Z- 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED WD FLO.....• \��~� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. LS A.L'('NNIMILLEA,F.E. FL P.E.#58705 DETAIL E: "A —1 .126•MIN. MULLION TO MULLION a gjla3 DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION I (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE-OR-CROSS' 9 o INTERSECTIONS. a (STANDARD CLIP SHOWN) vaLlEs 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. LO I TYP.ANCHOR c^ N I PER SUBSTRATE, m EITf1ER THE � 13)SEE U-CLIP DRAWINGS,SHEETS 21-23 o y STANDARD OR I I15-1315 OFFSETMULL \ - I I j - SEE TABLES 1TOP VIEW FOR CORRESPONDING MULLION. Off- U) CLIP MAY BE I I I \ EDGE DISTANC rMULLION,STr) ITHISAMETHOD.LLED BY \ \ 'I II I --FORMASS VARIES J lWL I ANCHORS 1 W I I q12 STEEL SCREWS, � SELF-DRILLING OR PRE-DRILL 2 o MULLION AND USE SMSW p O m co O I- MULLION Z f0 J EXTERIOR q a _ EDGE DISTANCE, THE OFFSET CLIP IS c Z FOR MASONRY \ w RECFINTR DED FOR ANCHORS Q FIN FRAMED &ERSECTION W ° WINDOWS,BUT MAY F, Z ALSOBEUSEDFOR UCLIF -=.I E ° OTHER FRAME TYPES. EXTERIOR I- Z TYR ANCHOR 4 Z Z —PER SUBSTRATE, a V ° ¢ �_ Z W / SEE TABLES I0•1715 SEES OLE L211-23 FOROCATIONS gi- TYP.ANCHOR HOLE LOCATIONS a $ -PER SUBSTRATE. LU BUCDTRIP _ SEE TABLES IB-130 FRONT VIEW EDGE " ¢ Y Y DISTANCE ATTACHMENT SEE TABLES10--138 U Z a O O EMBED11 HENT•• SHEET I. '•'� 0_c Z m(n (i) J�., ••' �. . •-• EDGE J�^I—SEE TTAABLES SIDE VIEW KILN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 115.1311 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. P PER SUBSTRATE. SEE TABLES 15-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS PRCOIICT RBVISCD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR ns complying with the Flmido CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE — HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS 9'1 11 lce T.Je1CD'lYL,1$•nbA�j \` MULLION Cxpiral( Dua �Z) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. e 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. �� Lt 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED __DISTANCE �� (4YPJN Ajj� SEE TABLES ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN ;� �p�.,.• "'••�` '� FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING 1B-138 �:•.'�YGENSC f CODE.A 2X WOOD BACKER MUST USED. ATTACHMENTBYOTHERS. EXTERIOR USE WOOD ANCHOR SPEC SIDE VIEW � — NOTES: '8' (6 tu 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD y1 E OF 11J ANCHOR VALUES MAY BE USED. ..•. pLOP1pP,•'`aC��; 2)SEE CORRESPONDING MULLION TABLES, . i� (�) SHEETS 5-20,FOR QUANTITY OF SCREWS. XtYNN7 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) $ p4� SEE DETAILS A£, Jbx / SHEETS 2 AND J FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. O N MULLION 16rm O , O Z �V 3 Tn O O O 0 0 11 0 O O O W ' O O TOP VIEW2 af N (=jy SIDE VIEW I W tJ o O SHOWN WITH I'X4'X.s2s TOP VIEW 1I i j Tn m MULLION I �' I I F_ J TYP.ANCHGR EXTERIOR 6 SEETABLES 16B OR 16B ? m jTYP.ANCHOR I I STANDARD MULLION CLIP I PER SUBSTRATE, I I EXTERIOR � Tp O Z MODIFIED TO FIT FIELD SEE TABLES 10-148 11 Q Z CONDITIONS. i �' I I 2'X S'ANGLE CLIP, Z Z Q W p I I I I 2 PER MULLION END,MUST BE Q O Z N I I I I I I INSTALLED INSIDE OF BAY MULL. F. BO,.O MULLION I I I m � � I I II I 1 1 Tn _ LLI F Y 2•X!i X.125' ♦'- (n cn 1 1 I I ANGLE CLIP, Z 7 2 PERMULLICN END, Q O O I I MUST INSTALLED Z O 1 I I INSIDE OF MULL. �� m0 y,0 1 b I — L —1 I TYP.ANCHOR b PER SUBSTRATE. SEE TABLES 111-14B ,/� INTO WOOD, (2 STEEL.ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. ON EXTERIOR O EDGE Ots�l OP �N�� PRODUCT RFFVISED PERS m complying with Tho Fimidn INTO WOCO,STEEL, 1 F Ruil PI.Cad 1 Ac11cingC No�o'OZ1$•O ALUM,CMU OR MASONRY O Expimliwt DAIc �1 EDGE DISTANCE By PER Mim11 Pmducl ANCHOR EDGE �---® F DISTANCE- E NOTES FOR INSTALLATION OPTION G&H: ��YYYY LYNN l��ii PERANCHOR O NOTES FOR INSTALLATION OPTIONS F: G 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ; '�\CEI�S�- •'F�' L 'cam 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -;- pyD,l ls705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X2.11-%.125'MULLION. ��. C 2)SEE TABLES 10.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 150 OR 10B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _Tj g 6 V 1-' LOCATIONS. ''n• �,T TE a 3 THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. %U '• t� '•..ri.OR\OP.•a07 55705 TABLE 1A Mullion Capocity Table Ibslft2 k Sty Opening Width(forlen(celty�•spa11111 intlifOns)or Opening Height(forhoit2orta9yspatTvru-Acris) SDN 60 In 7015 BON 90N login 120 In f101n 1WNlid fteetanp4m SrLoadinrys, ttcoiaftil Tteoading. Reatangaer TnpiTnmg. Rectang w, Tmpmong. Radanot"r TrapRrta3ig. Rectrrg,4ar Ttapr7done. Raolan9rgsr TiepTdarg, Rectanguwr Tr.pMia"s Rant-nou Ttapfrdang. 4 y. 1X2X,126 badg Loading Lading Loading Loading LoadnO Loa., Loading Loadn2 Laadig Loading Loading Loading Loading Loadlg Loading Loading Loading $Y (SSS Num.Tube b & t & � F T1�11 �.Mullion � fig$~ �3 @S i d ' of o SG di d K 6 d Y d W .Z 1u) ru 42N 111.D {03 129.6 332 93.2 406 110.6 925 7D.9 400 107.8 32! 69.9 406 104.4 319 62.1 400 104.o 319 65.9 406 101.0 318 404 406 144.0 SID 39.9 408 104.0 318 36.0 106 104.0 318 O 48 In 74A Jt1 63,6 200 62.4 312 73,4 262 63.5 312 87.0 7i6 48.6 312 02.2 246 41.6 312 61.3 2M 37.5 317 61.0 24i 312 312 8s.0 Z44 2&8 312 61.D 2N 23A 312 61.0 244 Z 60425 in 63.0 281 70.6 234 632 281 01.6 228 46.6 281 55.7 224 32.0 281 52.1 222 356 281 60.1 220 31.0 28t 49.3 212 26.0 28t +&3 Zig 22.9 261 49.3 119 2&0 281 49.3 210 Of C54N 624 247 67.6 207 43.4 247 40.0 202 31.6 247 44.8 128 32.9 247 411,6 IN 29.2 247 30.4 194 26.3 247 39.4 193 21.0 247 J&1 1W Me 247 38.1 103 10.4 247 3&1 193 m � d 60 in 38.4 200 41.2 170 32.0 200 3fi.4 168 Z7.4 2o0 31.5 103 244 200 20.9 160 21.3 200 27,1 139 19.2 200 20.9 157 10.0 200 23,0 180 (O J t tat 36.3 too 27,6 181 30.3 163 23.7 181 26.0 140 20.7 181 24.0 tog 1&4 181 22.8 144 16.6 tet 21.y 143 9 Cal. 28.9 165 30.0 142 24.0 105 20.1 13D 10.9 169 23.1 130 10.0 las 21.0 134 Z 7Z Lr 222 130 23.3 120 Wit 139 10.9 its 15.2 139 tl.fi 118 � � $� 76N tag 425 19.7 109 16.7 126 28.8 107 yV4 70N i7.7 110 18.Z 101 J t' TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ � Z An her Caged Table tb6 E- u3 a 47 suwlmta� 2.7k Comrcto 34k Cope. Ft000w CMU ANCHOR CAP.,„,,,,,, N Facd CMU PT Wood Molal (O-)X >=ANCHOR CAP..,, MULLION CAP.,,,,,,,,,,, Arrchor T 818•Eko iti'SS Eko 3+16'Etca it+•ss Eke 810 sled 112 Staet 9i2 StM 111 ypo: 3+18•Exa t8tracon iu'Ebo uwacan 3118•Eko Uia%an va•Eko ig0ecan ggreGewr uemcon Au3ra0ator Oarew(GS)Sonw(GS) Screw(06) USE THIS FORMULA TO OBTAIN THE"ANCHOR it X Anchor Clip genome mneoon A Edge Ciatancethy t• 2470 1• 2-itY 3-U6• t• 2•t7L' i• 2-t7t 2• 1178' r 0.48" 0.64• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Q Q Emteedmenl N 1-314' 1.37P L31P 1•A4' r 1.114• 14M' 1-111' 1-114' 1.114' 1.114• r fal8" tare• Imes ACTUAL PRESSURE REQUIREMENT FOR THE Z 2Anotan0g4as•61m.O.O.rstandmd80fam Cifp(Fig.t7 39uwa 390 Ms 4502. 8o9lbk too Ms 270 Ox; 260 ib. 3541n. 744ws 374 Ma 664lbs 946 tba 341 Ns 442 lb. 5W fba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anttxxe®1.15•MN.O.C.f Sonora(a OraeO Cop(Fig,1): 48014s 7001W WA WA WA WA 3 Iu WA WA WA WA WA 502 kq 585Iw 1120 M. CAPACITY(FROM THE TABLE)OF THE SELECTED mfl' 4A-to.6T VA O.C.1(2)a6 Angle Citpa!{Ftp.3j: rad ws 760 Ma 880 Ob I5W IDs I6881W 910 ws 500Ibs WA T60IDa 74atm 8W ID. 1892 M. a82IM Mite 1120Ms MULLION.IT WILL YIELD A MINIMUM ANCHOR • �mQ' 2 AnCiwm 0 0.45•MN.O.0,1 U-alp,Wo.125'Alum.(Fb.i} WA WA WA WA wA WA WA WA WA WA WA NrA WA NIA 716 On CAPACITY WHICH MAY BE USED TO QUALIFY f AnchoifF AP64•b7 ies ws 195 Ma 126 wa i{61ba 022 ttp 135 M1 140Iba 177wa 370 ft 1071w 332 lbs i73 tD, ng r. 121 Ana 28o wt ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchom a 1.15'MIR.awF-alp(F ,6 T409a 3W Iw wA WA WA WA WA 1001ba WA WA WA WA Sit to 442Im 5W 1Da 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: iPRODUCT RMSED 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, of complying with the Find& SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ..•.` 1.000• �-•- Building Coda va Ac -pim co No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. Ex hu11 Dow 7 FIGURE 3; By 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, By lroduct HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,Opp• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. `t>, r7� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0.126" ��\`n�,i -Yi3N.nfi�((F�+'/ice FIGURE 4: FIGURE 6: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90-WOOD SHALL BE PRESSURE-TREATED . �`"i••. \C@NSE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125'THICK f ,:, �,•' �' ;r •� UEAST STEEL STUDS TO BE A MINIMUM GRADE 33 METAL SHA THICK(18 GAUGE),STRUCTURAL STEEL B BE AT t'X 2"X.526"MULLION =�;t (40.`�II7t}II QST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND « , THE MATERIAL 1110&(112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S-OR 410 S.S. If rle (�. tv t' rLokLOM.•'�f9 A.LYN. 4(.5R`A3.E. FL P.E,p 56705 TABLE 2A aI` Mulgon Capacity Table Ibelt0 Opening Width(for vertically-spanning m illons)oro ening Height(for hodzontally-spamlrlg mutons) r! 601n 601n IllIn BON 901n login 1201n 140 In 160 in ')k£� O Raalalgular Tmp'rdarg. R.Iwgdw Traptdang. Rw+anpuW 7mp'TAwg. RedangWw Tmp'Tdarg. Rectangular TFOOTdon. Rectangular Tmp'Tdarg. R-t-vlw TmpTdarg. RectwgUar TmpTtmij. Rmlangulw Tmp/Tdang, Loading Loneery Leading Loading Load4g Lwdrg Loadrg Loa31n9 LoadUg Lcadry Loading Lwdi g Leadbg I.-Pre L..dng L a&m Loadhip L-ft u 1%2X.376 Y Alum.Tube gg ,�^ paL _ _ _ figg _ _ yg Mullion 8 � p S � 0 �' ap� yu1� 8� 0 yyB }t� �• � FSS y� gs � �" p�" cV d d Y d d 3 d d a 2 ZC d z Y d T a a 3 Z d 's cncDm O N4- 42 In 170.0 620 170.0 435 151.3 662 1700 479 120.7 682 170.0 506 113.5 862 169.5 518 100.9 am 18&8 517 90.6 662 16&9 677 75.7 682 168.0 517 64.9 662 160.0 617 fi8.7 662 160.9 617 � W 481n 121.8 507 13&0 418 101.4 507 t42-4225 58.9 501 10a.7 403 760 507 1028 398 67.6 507 99.6 387 60.9 507 9&0 398 50.7 607 98.0 306 47.4 507 99.0 390 38.0 607 BD.O 396 111 51025 In 103.7 456 114.6 310 60.4 458 74.1 450 90.5 364 64.9 456 64.6 350 57.6 455 61.3 357 61.8 450 8&0 350 43.2 456 60.0 356 37.0 450 Bao 35NO 324 456 80.0 358 W go 541n 85.4 400 03.3 338 71.2 400 81.0 400 72.7 372 6&4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 36.6 400 61.8 313 30.5 400 61.8 313 2&7 100 61,8 313 m � 601n 62.3 321 68.6 170 51.0 324 44.5 324 51.2 264 38.0 324 4&9 280 34.6 324 47.8 237 31.1 324 42.0 255 26.0 324 40.5 253 222 324 40,6 253 18.6 324 405 253 co J 63 63.8 2B/ 57.4 252 44.8 284 3&4 294 43.6 241 318 294 39.6 237 29.9 294 Ji 37.1 234 2&9 294 35.2 232 224 2& 335 730 19.2 294 33.4 230 16.0 2D4 33,4 230 O 60 N d8.0 260 4D.8 230 3D.0 288 331 268 37.5 221 29.2 2138 34.1 218 28.0 268 31.6 215 23.4 288 29.8 212 19 5 268 28.0 210 18.7 268 27.7 10D 14.8 260 27.7 2011 Z 721. 38.0 225 37.9 106 30.0 226 32.2 191 2&7 225 2&4 180 226 225 258 185 20.0 225 23.6 102 1&0 725 221 160 16.0 125 20.3 171 129 736 19.8 176 11.3 225 1D.8 776 781n 30.8 202 32.0 177 25.5 202 27.2 t73 21.9 202 13.8 170 1D.2 202 21.8 167 17.0 202 79.7 185 tS3 202 16.4 183 120 202 10.7 180 70.9 202 15A 758 BA 202 15.8 158 Z 7e In 20.3 102 28.8 780 27.8 tut 257 785 202 102 22.0 162 17.7 182 1D.7 15D 15.7 102 1&1 157 14.2 172 10.6 166 11.9 172 15.2 152 10.1 182 14.4 150 8.0 182 14.2 160 Q 07 p W In tflb 144 19.0 1211 154 14d 18.1 128 Q Z N r 06 N 1fi.2 127 13.8 113 M-2i co TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CapacIW Table Iba ANCHOR CAP.,,o,,,,, W X S y Bubalmla: 2.7k Corcmte 3.5k Cap. Hollow CMU FikV CA1U PT Ylood 2 8 (DP-)X( )=ANCHOR CAP.,,,,, vte•FJw MULLIONCAP.,o,., N coO Qminx`ry e' Y16 Elw Ullmcon 1/4•Elco UIUecm UIW F.I.U6mcan 1M'Elco U6mcw 1M•SS El LOW Elco 174'SS Elco 01013ted /1281881 812 Blod V X Q Anehor Cllp Pattem6 Unmcon AggniWla ill acw A9gmGa+a 8orew(G5)Scmw(G5) semw(OSI USE THIS FORMULA TO OBTAIN THE'ANCHOR Q O O wncs on): 1• 2•t/r 1• 2-u7 3418' 1• 2.112• 1' 2-W T 3.118• 2• 0.16' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN D-$ Z,0 0 Hmem(N): t-Y4• 1714' 1.Y4• 1411• Y 1•tn• 1-14• 1.1H• t-Iq• 1.1N' 1-1I4' 2• fa16• tale• vwlee ACTUAL PRESSURE REQUIREMENT FOR THE �_. m OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Amlpn®4.76 Mh O.C./6lendam ar o/ul aro(Flp.tI: 3so Iba 390mo 450IA 890 nu IBM Du 210 9n 3801W 351 I W 740A 374IDS 604 WA 946 1b. 347 De 442 IN 680 ma p aqa 4 Arplpa®1.15'Mh.O.C.I slandlw(aOlbell aID(Fq.2): /601ba 7001- NIA WA N/A wA J6a bs WA wA WA WA WA 882 me ees 151 7120 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMro®!'Min.O.G/R)2a5An0b alga/(fq.3Y Teo bt 780 pe aw lb. 1560 Na 1890 mi 6169p 6W me WA 760 I- 7489. Bea lba 1m21bs 582 M4 8851- tt20ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AncMm®0.45'MN.O.C.I ULlip,Nto.126'Alum.(Fq.4)' WA WA WA WA NIA WA WA wA wA WA wA wA wA Nu Tts roe CAPACITY WHICH MAY BE USED TO QUALIFY 1 AncM/FL6p(Fq.6): 195 Es 1831- 2251- NSW 8221- 1350>s 1401W 1771Ds 7)01- 7811- 7721- 4731- 1700, 2211bs 2600. ADDITIONAL ANCHOR OPTIONS FROM THE 2 A.I.a 1.15•MN.O.C./F47Ip(FIg.B): 2401b4 3501- WA WA NIA WA 100 ma NIA N/A WA WA WA 341 ms 4421- 360 @i ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - PRODUCT RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: d9 complying witb @0 Flad& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BuildNg Code 3^ 1.000' Acttpmnw 140 1 "��' •�` SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '1 EXpiroli0n Date 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. DY FIGURE 3: Miami PIOdlK/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. III I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE 21.23. 2'0� / FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \t�0�1( LYNN ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T'' No.58705 FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A 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 II'� �III • LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � u R THE MATERIAL.410&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ;100•'. .;([ F6 �U; A.LYNN MILLEII,P.E. FL REA 58705 TABLE 3A Mullion Ca ac Tabio(bse) ANA Opening Width(for vel5cally-6par9•ing ml49on9)or Opening Height(for horizonLaIVsponrirg mutons) P C SO In 601n 701n 00 In BON 1001n 12D In 1401n 100in m p Rocmngubr Traprl mg. R04engl. Tmp/Td.rp. R.I-oulm Tre M-v. RocI.lpWr T.pTdap. Rectangular T.p•Tdang. Reclmglru TnPridan8- Rectengdm 'DWTd.ng• Reelangular TmpRdurg. Raetenwl.r T.pRd+n9. 1 x 278% Loading Loadng LOWN Loafing loadYq Lowing Lowing l.oadng Loafing Loadng Lowing Loadhg L dng Lmdng Lmdrp Lowing L"ft Lmdng P .376 Alum of Tube 4g 1 '$� 06 L'a 1�1 �gAy 1 •Aga [12 Via_ � �a,. •�,. Mullion �^ s1� J J c7� D 0� �' � � � � � � � ` J� d _ �� Nin 11 11 11 I 1I 121n 170.0 620 170.0 {13 170.0 714 170.0 176 170.0 666 170.0 508 170.0 992 170.0 618 170.0 1118 170.0 170.0 12{0 170.0 631 116.7 IJO1 170.0 621 127.6 1301 170.0 621 111.6 I30t 170.0 621 LLJ 46In 170.0 708 1709 521 170.0 650 170.0 584 170.0 992 170.0 870 170.0 1173 170.0 661 131.6 1139 170.0 138.8 1139 170.0 680 113.9 1138 170.0 680 87.8 1118 170.0 680 85.1 1170 170.0 600 50.4125 In 170.0 747 170.0 563 170.0 588 170.0 071 187.6 1072 170.0 681 1{8.6 1072 170.0 72J 110.3 1032 170.0 747 117.1 1032 170.0 755 97.8 1032 170.0 766 67.8 1W2 170.0 756 71.4 1072 17" 756 64 In 170.0 787 170.0 612 151.1 007 170.0 691 138.2 907 164.7 no 120.0 007 1625 720 tW.5 907 146.0 714 9&0 907 141.1 710 a06 907 110.0 709 60.1 907 140.0 780 80.6 907 140.0 709 m CD O SO In 141.1 735 151.5 625 117.8 735 130.3 611 100.6 715 11&0 509 58.2 715 100.2 690 70.4 735 09.5 693 70.5 735 83.1 576 58.6 735 91.6 574 60A 75 81.6 574 44.1 735 01.6 574 {_' t0 � J BJN 111.9 BBB 130,0 670 101.8 BBO 111.6 651 67.0 666 B6.D 5{7 78.2 668 80.1 639 67.7 606 �.9 671 80.9 660 70.6 326 $0.0 668 76.6 621 41.6 666 76.8 621 78.1 868 75.6 621 � U � 68 in 100.0 607 1124 522 66.1 607 96.1 511 737 607 55.0 501 66.2 607 77.1 463 S&0 607 71.5 48a 51.0 607 679 461 11.2 607 83.4 476 37.9 607 02.7 474 17.1 607 62.7 474 Z d p 721n 81.8 310 85.8 417 6&0 610 73.0 174 66.7 10 61.J 428 61.0 610 67.9 419 45.4 St0 57.1 417 10.8 510 50.0 406 34.0 610 15.9 102 20.2 610 14.1 189 23.5 610 M.J 799 TO In 88.4 456 72.5 400 61.0 455 51.7 382 49.6 455 61.1 355 43.4 455 45.6 378 38.6 455 M.0 773 34.7 455 41.8 366 26.9 456 37.7 162 24.8 468 38.0 169 21.7 456 35.7 155 J J 6 iZ 76 In 64.2 435 67.0 3al 53.5 433 56.0 373 45.9 435 49.8 166 40.1 433 44.7 360 75.7 475 40.8 356 32.1 435 39.1 151 2&8 435 34.4 311 22.9 435 32.0 741 20.1 436 32.2 340 H � Q C_4 O so In 41.0 727 11.1 200 348 727 30.4 28a 20.9 327 31.6 290 28.1 327 2&3 275 212 327 25.7 271 20A 327 27.7 288 17.1 327 21.0 282 11A 327 19.1 268 n Z 95 In 34A 287 15.4 267 26.7 297 2&9 252 24.6 287 26.0 241 21.5 207 23.1 211 18.1 267 20.9 210 17.2 287 19.3 237 14.4 287 1" 232 F• �� CD CD �' X a 1081n 249 727 24.7 205 20.2 227 20.8 201 17.3 227 18.0 199 15.1 221 1&0 185 W In 11I In 21.J 215 22.7 181 16.8 215 19.I 101 16.9 215 18.6 188 Q' N � Y rq 120 In 17.8 161 17.0 167 X Q O 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: ag`{ Zm0 Anchor Capacity Table(lbs) ANCHOR CAP__ _ �_ SuOelmle: 2.71 Corcrtle 7.Sk Coro. Hoamcmu Fded CMU PT Wood Mali! (DP)X ANCHOR CAP... � � 5110-Eko IW SS Eko 51le'Ele. 114'90 Eko YlO sleol /f2 6toel /f2 Stetl `MULLION CAP.,e,,,,, $ -2 -3 Amhw Typo: 3116•Eko UlUmM 114'Eko Ubwm 3/16'Eko Ultrwon 1R•Eko ulUaeon AnchorCllp PoNem6 ulvecm Ap0nt3ola ufwam A9prKMkr screw(GS)3crew(C>3) sa.w(Os) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ede.neunae(in): 1• 2-t2• I' 2-Mr 3.06' 1- 2-1/2' 1• 2-17 Y 3.1/a T o.4e• 0.5/' 0.724• CAPACITY REQUIRED'CORRESPONDING TO AN Emhabmmt(ln talr x3/4• t-3/4• 1-314• z t-v4• av4• 1.04• t-1R• 1.114• t-v1• Y lair bLB• rade. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anch-Q 4.75•Mn.O.0/8lmdeN orORaN alp(F1-1 1) 350 ma 390 ke 450 b. ago bs 1614 1w 270 b. 280150 354 as 740 bs 3741M 56415. 945 b. 341 Ib. 44216. 56015. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amt-®1.16'Mtn.O.C.I Sbndeed(or06e0 Co ft.2) 490 lbs 700 lbs WA WA WA WA 380153 WA WA WA WA WA 682 ba 885150 1 t201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhwa Q 34 MIn.O.C.1(2)b5 MOW Clips I(Fig.3) 78011.. 79D lbs 680 b. 15M Lbs 1896 lb. 540 b. 5601bs WA 760 lbs 746 The SWIM 1892 lb. 682 b. 66515. 17z61ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhm 0 0AV Min.O.C.I U COP,In .f 25'Alcan.(F1g.11: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 ba CAPACITY WHICH MAY BE USED TO QUALIFY t Anclgr/FLIIp(Fp.S) 195 b. 185 be 225 b. 445 IDS 822 bs 13515. 1401W 17715. 37010. 187 Ib. 332Io3 473 ba 17015. 221150 2801ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 A-h..A91.15•Mh.O.CI F42tp(R0.6): 2401b. iso b. WA WA WA WA too Ibs WA IDA MA WA WA 111 Or M21W 580 ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CI-)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. `J PHWUCf REVISED os complyin&with 04 Florida Building Gwlc 16021}3• FIGURE I: FIGURE2: TABLE NOTES: Bapimlion Date 2OQ1 -1 1.000' r^-- • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ilvj i de Product Control%� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "v 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\�I71\( LYIdr�I`I71�/ FIGURE 3: `" �\0 .........Ike ice, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.756• \ ��`•.• L%GENSC•'•,Ff5 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50105 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED .375' ;-t) u/ no fY. FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 5003.75 AND BE A MINIMUM OF.125' '•��.'� tiTF IT�F ;\i/ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2.75•X.376'MULLION �'On•' LOR10P. THE MATERIAL#10 6#12 ANCHORS INTO WOOD MAY BE SST.125*THICK AND A36.ALL ANCHORS INTO METAL TEEL,8-5 B.S.OAT LEAST 410 S.S. CREW THREADS BEYOND (••- /�!lYa�M�4ER,P.E. FL �X 58705 TABLE 4A Mullion Ca ao Tabu IbeMa A �,¢ Opertin8M8dth(foryeNreltyspam mAOm)OfOpining Hdight(for hndmrtslVspann gmLddons) G! 50 hi 601n 701n 60 in Oin 1001n 1 120in f10in 1601n Rectangular T,.Wdmp, R-1-9-W TrafPCdang. RmImI ulu itnpMnog. Roctangdar T pR ailMimg. Recterpder TmpitdnR9. R.1 out Trw7dmg. o 1X2.782 Loading loafing Loafing Loodn Loa rWWTdegO Rooidiv TtLominrtg. Reoangdor Tro daRg. Rsoalinif 7r .860 Alum. 0 d^0 lcadtq Loaning loafing Loedilp loedryl Leadnp Loafing LoadYlp Loafing Loafing Loaanp loelYlp Loodnp Qx4 CO Tubo F a a aai $ g g Ti x'Mu18an � �'. �' d cT � �' �' c3 c3 a +�. �.i I H 11, cv si V) 175 g�, Z 4224 1740 820 770.0 p5 S70A 744 170,01474 iTQO 888 170.9 598 1704 882 170.0 659- 170.0 1110 flex, 621 i794 1240 170.4 521 110.0 1480 1104 52t 550.7 1628 170.0 621 134.8 1820 170.0 521 O 48 In 170.0 TOO S70.D 624 1704 050 170.0 54 170.0 992 170.0 830 WOO 1133 170.0 561 170.0 1275 170.0 817 170.0 1417 170.0 680 111.7 1111 170.0 840 121.6 1417 170.0 660 106.3 1117 170.0 B80 - � 5o.W5In 1704 147 1704 483 170.0 690 1704 031 570.0 1018 570.0 681 ITD.O 1185 170.0 723 1826 12W 170,0 747 146.3 1266 INA 766 121.9 1260 t70.0 758 108.} 1268 170,0 750 W.4 1280 170.0 750 m W @ 673 54 In 1780 797 170.0 812 170,0 958 170.0 09f 170.4 ift0 1704 764 150.7 1110 170.0 803 1334 HN 170.0 657 120.6 1130 170.0 ON 100.6 1130 DOO 881 00,1 1130 1704 481 75.3 1130 170.0 881 CLU LI M 00 In 170.0 885 170.0 7DI 140.5 9-15 162.] 701 125.5 915 144.5 745 100.9 915 132.3 735 07.0 916 12]4 728 81.0 015 110.6 720 73.2 914 114,4 716 62.0 915 114A 715 51.9 016 114.4 715 F-- rD win 151.8 530 161.0 710 120.5 830 138.0 1 ON 200.5 030 123.2 681 NX 830 1122 670 444 830 104.0 002 75.6 030 09.4 ON 63.3 830 94.5 649 513 030 04.1 049 47.4 830 04.5f. 640 U 3 8824 132.1 757 449.0 859 570.0 757 119.8 038 04.7 757 1058 824 82.5 767 98.1 814 714 757 00.1 608 80.0 757 42 800 65.0 767 70.0 503 47.2 757 78.2 591 45.3 757 762 591 Z T21n 101.7 830 106.8 662 4.8 036 81.0 510 726 1 0100.1 530 1 87.0 870 722 521 60.6 010 08.5 $14 60.9 678 62.3 608 424 638 572 500 30.3 030 55.3 497 31.0 030 65,2 {p7 ct) W 78h 88.5 071 9D.{ 496 M.i 371 70.4 480 8. 071 8L1 478 W.i 571 80.8 171 48.0 571 55,6 4$1 41.2 571 61.8 450 38.0 571 47.0 'Of 30,0 5Tt 44.4 447 27.0 571 41x4 Ne �.I x 781n 804 542 43,4 474 66.7 542 1 704 465 07.5 542 02.1 458 50.0 512 55.7 449 44.4 542 51,0 442 404 642 47.5 437 33.3 542 429 420 284 542 40.8 425 210 642 49.1 423 00 N 52.1 107 67.7 701 474 IOf 454 155 37.2 407 30.6 349 726 407 30.3 343 2&9 407 32.1 330 NO 107 298 3M 21.1 401 25.1 327 t0.8 047 24.1 322 10.3 107 2J.0 719 N z S4 t2 8024 42.8 35d 14.1 320 15.8 354 17.2 3M 30.7 160 32.1 309 2&6 356 20x0 141 23.0 354 2e.1 WO 21.5 358 24,0 280 17.9 330 21.0 249 10.3 350 79.2 284 p�Q 10561 30.! 204 30.0 1 255 25.1 283 264 1 251 21.5 263 22.6 247 )&0 247 10.9 244 10.7 243 74.0 240 15.1 201 166 237 rdl XX 111 N 27.8 207 20.3 241 23.1 207 27.0 218 19.0 287 IIJ 20.8 235 17.3 207 1&3 231 15.4 287 10.5 220 N 120 to 228 220 71.3 209 3i229=278 14.6 205 157 220 18.2 202 X Q O Q TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z m p Anchor Capacity Table Ibb SdnANCHOR CAP.,,,,,,,,, ttate: 2.7k 0-00 3,bk Com, FWed CMU PTWOW MOI.i �(DP,)X ANCHOR CAP-,,, {p €T ate E100 \MUlLtONCAP..,,,,,,,•� tP, "1 Am wr type: WIT Eko UIUM. 154'Eko Ulhaan Y/8'Ebo Umacon tf/'EZ UIU4con 111'83 Ekp a16'Elco 1!4'88 Eko Y10 Sleet Y72 eleol Y72 eleal Anchor Clip Patterns t4Umm A2746Wbt utttacm Ae0zG4lw 8claw(O5)S;mw(G5) screw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Bstame(N) 1• 2.tlr' t' 2-If2• 3•vb• 1' 2-Ir2' t' 2-trr Y 3-1/8• T 0.44• 0.4' q.12P CAPACITY REQUIRED'CORRESPONDING TO AN EmbodneM(k) 1-354' 1.3x4• 1-a4• 1.314• T 1.114• 1-f/4' 1.1/4' 1.114• 1.114' t-1l4' r 1-31V I-a4' 1Wma ACTUAL PRESSURE REQUIREMENT FOR THE 2ARchas 014.7VW.O.4/Swo.4 or 478eet alp IFN.It, 390I 390 M. 450154 8901be 144 VW 270 me 280104 354 ma Me rm 374 Im 684 No WOtba Mi mt 442 lb, Now. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMhM 6 1.IS MN.O.C.I Stmderd(w OQaet)C6p(Fig.27 480 04 700 ma WA WA WA WA 380 Ills WA wA WA WA WA 662 M se51 1120 mo CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anehora493'Mip.O.C./(2I2a3Anpk C9pslffq.3Y 780010 7801be 684 tbs 1080ItA 1896144 MOibs 560Ib4 WA 760;M 7461 880 ibs 1892 Ills 65260 t1209u MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 Alahore®0.45'MN.O.C.I U1YIp,NIo.125'Akm.(Flp,q: WA WA WA WA WA WA WA WA WA WA WA WA WA 7151ov CAPACITY WHICH MAY BE USED TO QUALIFY t mown 7 F-C9p(F79-,Sy 185 R4 105 ma 225 ma 445ID3 872160 y35 me 140TH 177 RW 510 ma 107 IN 332file 473 ms 170 ba 221 nx 200los ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchoro 1.15'MN.O.CTF{21p(Flp.B7 210Rw 150 ma WA WA WA WA 100IW WA WA WA WA WA M1Ibe 442 lb. 500 ma ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Ci)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT Rr:VISBD oa complyin0 with tho Flm*k �(c•CRS�b',0.3 FIGURE 1: FIGURE 2: TABLE NOTES: t3uilding CodeAcceptum He �-- Capim(ion 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' Dale SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mian �Fsv�s 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 1<1 y1CL-NSC L16HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _� IJo.-30705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ I - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED .060 - : � $ L t , FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125' U'. S A Y of ; �U THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT A,LOR70 M LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND P X 2.75"X.650'MULLION �' THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410&& I�'S`sr (�fll.�•� lt7j�11lllt``11 A.LYNN MILLER.P.E. FL P.E.#58705 Ci TABLE 5A „ Mullion Capacity Table IbeMs Opaning Width(for lerticaly-sperdrg mullions)or Oponing Height(for horizorteliy-spernirg mullions) U 501n 601n 701. 1 80 D 20 In 100 in I 1201n 1401n 180 in Roelan9ela T1epRda,g. RoelongWar T1opr1dang. ItWatgWa MapRda,g. Mclangler Trap/Tdang. Raelongda TieplTdaig. Raelangier TmpRdeng. RectangAr TrapRdang. Roelanguler TmpRdang. RoetmUWu Tr D Aon. d 1"x 3.125"x LoadnilLoading L5adn9 Loading Loe/•ag Loadng Loadng Lowing Leading Loading Loading Loadag Loading Laadng Loading Loading Wading .d g .500"Alum & TubOMull � �� P� � P� � � � � � �� g �• � � �. �� N o 421. 170.0 620 170.0 435 1170.01 744 170.0 478 170.01 BW 170.0 506 170.01 BB2 1 170.0 512 170.0 1110 170.0 521 170.0 1240 V0.01 521 170.0 1488 110.0 621 170.0 1735 170,0 621 154.41 1802 170.0 621 J W 481n 170.0 706 170.0 524 170.0 a% 170.0 684 170,0 292 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 877 170.0 1417 170.0 660 157.7 1571 170.0 000 135.1 1517 110.0 OW 115.2 1577 170.0 680 7 � _ 50.625 In 170.0 747 170.0 563 170.0 Boo 170.0 631 170.0 1048 170,0 084 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 750 106.3 1495 170.0 756 W O O 54 in 170.0 707 170.0 012 170.0 050 170.0 881 170.0 1116 170.0 754 170.0 1276 170.0 00.1 160.1 1401 170.0 037 140.5 1401 170.0 058 124.0 1401 170.0 B61 108,5 1401 170,0 eat 93A 1101 170,0 861 m O ~ M in 601n 170.0 065 170.0 701 170,0 1063 170.0 797 158.5 1168 110.0 ale 138.7 1158 107.0 028 123.3 1168 166.6 817 111.0 1165 119.7 910 92.5 1166 144.5 903 78.3 1155 144.5 003 09.4 1168 144.5 003 1- J 63 in 170.0 930 170.0 745 159.6 1049 170.0 850 137.0 1049 '55.5 Wo 119.8 1049 141.7 848 100.5 1049 132.0 030 05.9 1049 125.5 628 7B.D 1019 119.7 020 60.5 10{0 110,9 819 SO.D 1019 110.8 Big U m 19 661n 169.8 055 170.0 789 130.0 055 151.3 804 119.1 055 133.7 788 104.2 055 121.4 775 92B 955 112.6 765 83.4 035 108.4 757 695 055 29.8 749 59.0 655 98.7 748 52.1 955 88.7 746 z LU e 720 125.5 503 134.8 BW 107.0 803 114.9 BE 91.8 807 101.1 070 80.3 BUM 91.2 859 71.4 803 B3.0 618 64.2 803 78.0 812 57.5 OD] R3 832 458 003 89.8 028 10.1 007 89.7 017 cl) J J u Z TOM 108.2 721 114.1 820 01.0 721 07.0 615 78.0 721 65.1 603 05.3 721 70,5r384 00.1ff32.937a 586 51.0 721 85f 579 45.5 721 58.1 589 39.0 721 58.8 601 34.1 721 68.1 563 Q ? � 78 In 101.0 684 105.4 599 64.2 604 09.4 557 72.2 064 70.4 670 03.1 681 70.4 56.1050 50.5 664 58.9 551 42.1 684 54.1 541 36.1 004 51.3 536 31.6 601 60.0 534 Z N o 90 D 65.8 514 67.0 458 54.8 514 57.3 446 47.0 514 50.0 440 41.1 514 44.8 38.5427 72.9 514 37.3 421 27.4 614 33.0 412 23.5 514 30.4 405 206 514 29.0 403 < V) Z 96M 54.2 452 55.7 404 46.2 452 478 398 38.7 452 40.9 390 33.9 452 36.1 30.1 370 27.1 452 30.3 373 228 452 26.0 385 10.4 452 24.2 359 1119 452 22.8 355 (nLLx] OIDBh 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 25.4 312 218 357 25.2 21,1 707 '9.0 357 208 290 16.0 357 IB.D 283 13.0 757 10.2 287 11.9 357 15.0 183 W1111. 35.1 330 35.0 300 28.2 778 30.1 301 25.0 738 28.1 288 21.0 378 23.1 19.5 208 17.5 738 19.0 281 14.0 338 16.5 276 12.6 330 14.0 273 11.0 338 13.6 269 M (q 1n12044 27.7 288 28.2 163 23.1 289 75.7 259 10.8 289 20.5 250 17.3 209 10.5 16.4 240 13.9 268 14.9 245 11.8 280 120 2{0 9.0 280 11.4 238B.7 289 10.4 232 UQ r Q (7 Z O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: CIL o 1 W sQ AnchorCS acv Tablefibs) ANCHOR CAP, ` mom. SuOalrale 2.R Corcnlc 15kCmc. Heb-CMU FBIed CMU PTWood Mdal (DP_)X( 1-ANCHOR CAP.,,, 7&161�110 114.56Eko516'EkoV4'SSElcoNG.822ibs a1261nz1 W2 steel MULLONAnchorCllp Pattern■ PnchaT 3HaEl[oUBracm Vd'EkoUOracon 0/15 Elco Utrecm 111'EkoU6dcatrpe AggecatOr uaracm AggreGata scrcv(a5) Scree(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR EUM Dstarce Bn) t' 2-112 t• 2-vr 1' 2-ur 1' 2-ur r -Marz• 0..w• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Em6ednml n I-MV 194- 1314• 1 V411-v4' 1•u4' 1.1/4' 1-v4' 1-1/4' 1-114• r lava v nee ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancro-04.75'MIn o.C./Slaroad oroeu'c9p(Rg 17 300 bs 320 b3 450 gn ego bs 1644166 27obs 280 bs 364 lbs 7aDles 374104 BSI a- wsua 44zm Moloy OPENING,WHEN IT IS LOWER THAN THE MULLION 4AW"sa1.15•Mh O.0/stanua.tCor OMel)C0p(R92) 4800- 700Ws NIA WA N/A NIA 38D be NIA 4-w !UA WA WA 865 ita)1os CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhro @ 'Mtn.O.C./ 2t5An9le C*91(Flg 3) 780 Iba 70D 6a 680 ms 1560 M-WWA 640bs 560 a- NIA 7601ts 748 lbs am bs 1692 Its 885 be 1120105 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arc1-n®0.45•MY7.O.C.1 UCOp,In1o.12YAlom.ffN 4Y N/A WA N/A WAN!A WA N/A WA NfA WA WA WA 107J to G4PACITYWHICH MAY BE USED TO QUALIFY i ArcrorlFCtlpPli SY 195 bs 196106 225 bf 44fi bslobs 1401m 177 bs 070161 187 Ds 332!Ds 473IW 22105 280161 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arxro-@ 1.10'MIO O.0/FC9 240 D! 3501.611 WA WA NIA 190 bs NIA WA NIA WA WA 341 bs 442 try 500 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PItODUL-I'Rf.VISBD m complying wish Ibo Find& 1-1.0001-4 Building Coda FIGURE 1: FIGURE 2: TABLE NOTES: Aminwuo 440 6�ZIg•0.3 imiliz.m QD1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi o Pmducl 1111111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 125, 174 FIGURE 3' 0 i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `�••''�1GENSC''•,'P i • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .�'Y,• Nu 50/05 •TI•/ 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 '_�0• a LY, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T '.-0 '• ,S'//, b LL7 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1'X 3.125'X.5'MULLIONU� • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT FL DOD.-•'• (1'VFMULLION) (firfI LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.1910&#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. A.LAWMILLER,P.E. FL P.E.#68705 TABLE 6A � Mullion Capacity Table(Ibs/63) ` Opening Width(fa leNCa9y-sparrt/b7 mullions)orOpening HalOht(for horizautauy-spaM77g mullions) 601n 601n 701n 501n 901n too In 1201. 140 In 160 In td' RednwfW, Leprfdnne, RetwoWat TWP TI-w. Redan9dar T,-wTdww. Rettanodr I TWdang. Rectan9iicr 'Sap7Tdeng, RcdmOWan ROP/Man& Recten0utor T+a7YTdang. Reaazgw s Tl.PtTdaq. RxtongNW Ry✓Td4n9. 111 i x4 x.126 Londig LcadnO L"dng L.Bdno Loading Loading Loadng Loadno Loxdig Losdrg Ladw L"ft Loadng Lowing Lo.dnp I Loading L.adng Lo.dnp oY4 U Alum.Tuba $ '� d Mullion � � I a I Ia Ia a I a I � 1 '91 N Is 5 12 N 170.0 e20 1700 435 170.0 744 170.0 478 170.0 888 170,0 500 170.0 992 170.0 619 170.0 i)t6 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 145.8 1489 170.0 521 1226 1189 170.0 621 O 40 in 170.0 706 170,0 524 170.0 630 170.0 681 170.0 992 170.0 am 170.0 1133 170,0 661 170.0 1275 170.0 677 165A T.72 680 130.3 1303 170.0 880 111.7 1303 170.0 680 97.7 1303 170.0 680 7 S WV61n 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1045 170.0 864 170.0 1195 170.0 773 138.1 1235 170.0 747 140.6 768 117,1 1236 170,0 766 100.4 1235 170.0 750 87.8 1236 170.0 788 g ao 64 in 170.0 787 170.0 012 1704 VA 170.0 8D! 170.0 1116 170.0 754 IU.1 1168 170.0 603 1372 1160 170.0 837 123.6 856 102.9 1168 170,0 861 88.2 1158 170.0 851 77.2 1158 170.0 861 m o 601n 170.0 BOS 170.6 701 168,7 1012 170.0r862 142.9 1042 181.1 513 125.1 1013 118.7 616 111.2 11N3 1383 M1 100.0 781 63.4 1012 125.1 782 71.0 1042 125.1 702 82.0 1013 123.1 782 �-' J 63 in 170,0 930 170.0 745 idi2 BB2 181.6 129.0 992 lM.i 799 111-4 992 1N.0 782 100.8 982 1211.4 J00 90,7 760 76.8 992 708.4 740 &A 992 106.0 741 65.7 982 108.0 714 rG 681, 160.1 W7 170.0 789 137.0 947 149.0 116.1 047 130.3 70. ID3A 947 117.7 732 91,9 947 1067 718 02,7 727 88.9 947 95.1 713 69.1 917 94.0 711 61.7 BO 91.0 711 Z 72 N 135.9 049 1427 737 1132 649 121.5 01,0 049 106.0 708 84.0 610 96.4 090 76.6 849 86.7 688 67.9 076 66.6 849 76,1 659 48,6 649 72.5 562 426 840 72.4 get 2 W 76 In 116.5 762 120.7 663 98.1 782 102-8 82.5 782 90A 640 722 762 80.9 620 642 782 742 620 67.6 162 69.2 813 "A 762 628 602 41.3 782 69.9 597 36.1 182 69.4 595 ) iia}1 1 A re ut 150.0 M4 111.4 634 08.D 724 84,8 78.3 724 82.8 609 68.8 721 714 688 S9A 724 58.1 691 61,1 721 81.1 067 44.3 724 67,3 373 38.2 721 64.3 667 334 7N 67.8 666 001n 69.6 643 71.0 403 68.0 543 60.7 474 40.7 643 S2O 486 43.5 541 47,1 468 36.8 343 42.8 462 34.8 643 39.6 448 28.0 611 34.9 430 24.8 643 321 430 21.7 543 30.7 4a 961, 57.3 476 Me 427 47.6 478 49.7 419 40.9 478 43.2 N2 36,8 470 36.5 400 31.8 476 34.8 400 2e.7 478 320 395 23,0 476 28.1 386 20.5 478 25.6 380 US 478 24-2 378 � U) 106 In 40.3 377 41.1 341 33,5 377 34.6 116 20.6 377 30.0 310 28.2 377 20,6 326 224 371 24.0 321 20.1 377 220 317 la3 377 19.0 310 14.1 3T7 17,1 301 III h 37.1 367 374 323 30A 3$7 31.8 310 28.6 357' 27.8 313 23.2 357 24,4 308 20.8 361 22.0 305 1&$ 357 20.1 30t 15.4 3571 17.4 294 � 1201. 29.3 Sob 29.6 270 243 308 28.7 274 21.0 308 21.7 270 1e.3 500 f82 267 1&3 398 17.5 293 X 1N In 17.0 212 172 188 a.� TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: f m Anchor CaDacity Table(Ilea ANCHORCAP.,,,,:_ 6u5n0ate: 2.75 Co W6 3.52 Cont, H.4-CMU Faed CMU PT wood Mewt (DP,)Xt }=ANCHOR CAP.,,, 915•Eko 1N'66 Eko 6118•Etc. !H•SS Eko 010 Stbel W2 Steel 912 Sled MULLION CAP.,,,„„•„ ARcharCllpPattem• Anchor Typ. 3/IW6k.ut0acon 1/4'Ek.ull-w 6V E" Me'EkaUlbacon 1r4'Ek.fa6ac.A A99n6e9r IO6aton ASOM061W 81' (05)Scw(G5) Buosa(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distanco rya: 1• 2•@' 1' 2-ur 3.118• 1' 2-Mr 1' 2-12' T 3118' 2' 0AV 0.64' 0.324• CAPACITY REQUIRED'CORRESPONDING 70 AN Embbd-d(lay, 1-an' 1-3/4• 1.374• 1.3/4• 2' 1.114• 1414• VIN' 1-114' 1.114' I-tw 2' tare• 1576' WFIN ACTUAL PRESSURE REQUIREMENT FOR THE 2A.t-0 4.76'MW O.C,1 Slendxd W Ousel Q0(F19.182): 390 Bn 590 bs 450156 690 bs 16441" 270 l" 280 Ibs 354 A6 7401.0 3741" 6641" 94016. 341 Aa 4421bs 880 rob OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anabon Q 225'MO.B.C.[Standard(W Obet}Cip Tp.3): TBD 9n 700!" 560 As 14101b4 952 P. WA 560 It. NIA 630 W WA ago to WA 662 9xi W5 r. 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED B Amhaa 01.IV Mbh.O.C,/SIMIAnd(W ObeO Clip(Fp,4)c 960 Its 1400 i" wA WA WA WA 7601" WA WA WA WA WA 1383 rob 11701" 12240lbs I MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhon§rfAm.04.1(2)255 Angle Ceps I(Fq.5): 7801" 760 Pox 680!" 15W t" 1893 hs 540 An 5M lbs WA 7603.1 748 Ito 5601" 19921" 0829u 885 IM 112D an CAPACITY WHICH MAY BE USED TO QUALIFY B Anchm Q 3•Mn.O.C./(2)245Angle qiW l IFlo.6): 11701" 11701" 10X11" 23101" 2a4 bs 810 b. Me Iba WA 11401N 1122 iM 1320%5 20M lb, 1D22 Ina 1327 lbs Iwo I" ADDITIONAL ANCHOR OPTIONS FROM THE 4 AAchm QDAY mi.O.C.1 U43ip,Ir1..12SAAun.(F1}.7): WA WA WA WA WA WA I WA I WA WA WA N!A WA WA WA 1430 an ANC HORCAPACITYTABLE. 2 Amnon 0 2.25•hen,O.C.1 VCllp(Fp.ftj 350 ba I 3501" I 200 9n 1 705 a, 1 4781" I WA 1 2801Da JA 3161" WA 4401" WA 341 be 4421M 5601" f RODUCI'REVISED 4AnohWs 1.15 MIA.O.C1 F-CJIp(F10.g}: 4809n 700.0. WA Wq WA WA 5801" WA WA WA NIA WA 08216s BBS 106 11200u Builds.710!'n'IUl Yu7 FlOFid• 1.000" BuitdingCodej(,p-b21'8•© NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -`{ �"' gedapancg Tb Bap�Dalc2WXTABLE NOTES: BFIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE 9: yMin1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE • • s SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \Z,,,.,..,.,714��i�/: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINC WIDTHS IS ALLOWABLE. • • • • • • • • • • 1C��, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES 4.000" ri it,f 190 511705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE ti FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � 7'•, SbiTE I' • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW (-125` - �^ 1-1ORtO)`.,.• .�. SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125'THICK.STEEL _.-1. �� •-' \t�� STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK `SIQI��„ %1�. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10$ p X 4"X.125*1 117 I 1 1 j1 j 1 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 SS. MULLION A.LYNN�r1lt'.IER,P.E. FL P.E.N 58705 TABLE 7Ah o Mullion Capacity Table [bate Opening Width(tor yorbcatfy-sparNng mtMo114)Or Opening Height(for hotizontaay-spanning mullions) 501n 601n 701n So in Do In tool. 1201n 1401n 1601. ' 0 1 x4 x.376 RatangSdar Rap?Tdmo. FietSutp to TaptTdana. Ratia.pd.r T WM.n9 Raiangubr T WTds'4 Racf-won R.Atinong. Rnetanodw TapTdonq. Raat.ag41o7 Raptrd.% Reatontnar Trajo r�i w. R d nooisr T,.Wdana, q fW Alum.Tub6 Lnadrp Loadng Watling Laadna Lo.dng Loadng L9adna U.41.0 Lnadna Loading 'Ladrg Laodng Lo.dns Looting Loadna Londnq Losdng Lmoing QY U &"r _ b L•.. _ 2^ Dsg 'bgg. ,{$j.^ yLy F " (y Mullion � � _ �' g „• '�' cT �' LS t3 �' {5 �' N a _ g z � 421n 170.01 620 170A 435 170.0 744 170.0 476 170.0 508 170.01 608 170,0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 P 461. 170.0 708 ImA 524 170.0 050 170.0 684 170.0 992 170.0 ea0 170.0 1133 170.0 681 170.0 1276 170.0 077 170.0 1417 170,0 600 170.0 1700 170.0 000 170.0 1863 170.0 660 161,0 2024 170.0 000 -j w 50.6251. 170.0 747 170.0 563 170.0 695 170.0 631 478.0 108 170.0 684 170,0 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 765 170.0 trot 110.0 768 166.0 1919 170.0 756 138.6 1910 170.0 760 � �6 N 641n 170.0 797 170.0 612 170.0 959 170.0 801 170.0 1116 170.0 764 170.0 1275 170,0 603 170.0 1431 170.0 837 170.0 ISO 170,0 856 169.0 1799 170.0 601 137.1 1709 170.0 881 120.0 1700 170.0 501 LU O 80In 170.0 855 170.0 701 170.0 Iq8] 170.0 707 170.0 1240 R0.0 875 170.0 1117 170.0 944 170.0 1591 170.0 IN 157.6 1619 1740 1033 129.6 1810 170.0 1083 111.0 1618 170.0 1083 W.2 1610 iTp.O 1083 N t0 W 031, 170.0 830 170.0 745 170.0 lite 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 168.7 1642 170.8 1078 145.0 1542 1110.0 H22 HT5 1642 168.6 1168 100.7 1642 167.6 1157 85.1 1642 107.9 1157 ") {, 881. 170.0 BT4 170.0 700 1740 1180 170.0 907 I70A 130 170.0 1002 160.8 1172 170,0 1068 142.6 1472 108.5 1146 t26.5 1472 168.0 1130 107.1 1472 147.8 1106 91.6 1472 148.0 110 80.3 1472 146,0 104 Z to X° mF +a 721n 170.0 1063 170.0 878 11010 1273 170.0 1009 150.0 1320 166.2 trot 132.0 1320 f49.9 1082 117.3 1320 1374 toad 105.0 1320 128.0 109 00.0 1320 117.0 1024 75.4 020 112A 1013 86.0 13M 112.5 1012 ? d T( 761, 170.0 11122 Into 937 149A 1154 INA 1013 128.2 1164 139.9 a% 112.2 1154 126.7 970 89.7 1164 115.3 964 89.6 1154 107.5 952 74.8 1164 97.8 05 64.1 1184 93.1 627 56.1 1164 92.3 926 J {j) cSl7 Z i61n 166.1 t124 170.0 907 136.0 1124 147.0 00 118.8 1124 128.8 947 103.6 1124 115.8 031 82.3 1124 105.6 916 53.0 1124 96.5 908 89.2 1124 69.0 990 S9.3 1124 0.3 a81 51.0 1124 632 076 J r 901n 105.1 64 Ili.$ 750 90.1 644 94.3 IM 77.2 aµ 62,1 724 87.6 641 73,3 712 60.1 644 6a,S 7a2 64.0 644 61.1 883 15.0 644 64.2 678 30.8 844 60.0 688 33.8 eµ i7.T 652 Q Q 2 Z .o 06 In 89.1 742 91.6 663 74.2 742 77.2 652 63.6 742 87.2 041 55.7 742 59.5 831 49.6 712 61.1 822 44.6 7{I 19.@ 614 17.1 742 46.8 600 31A 742 38.8 690 27.0 M2 37.6 884 }- in yyq E D s- i081n 62.6 568 63,p 530 62.1 566 63.8 521 44.7 000 40.6 513 39.1 688 41.4 1460032,0 31.6 600 37.3 498 31.3 600 343 402 26.1 666 29.6 461 22.3 688 28.8 472 19.6 580 24.7 466 m Ji o 111 h 57.6 SSS 8.8.8 503 46.0 CO-]19.6 495 41.2 655 129 467 38.0 655 36.0 656 31.2 173 28.8 SSS 3L3 467 24.0 550 27.1 467 26.8 665 2#.3 µ0 160 Sd6 22.1 142 X120* 45,6 475 46.4 463 36.0 475 39.0 420 324 475 33.1 420 28.3 475 29,8 26.3 476 26.@ TOB 22.6 475 24.3 40 19.0 176 21,1 395 10.3 475 16.7tµN 20.4 330 18.7 305 22.0 130 22.4 301 18.9330 143 207 16.6 330 17.0 Z >� s TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g F�m Ancbor Cavac1tv Table fibs) ANOHORGAP.,,,,,,,,, Substrata; 2.7kCarcrato 3.5kCono. Hoc..emu AdMCMU PTYA.xt Will (DP-)X{ }=ANCHOR CAP.,,, Stir E400 146•BS Eko 5116'Elao 114'86 Eko 910 slael 012 Stool W2 Stod MULLION CAP.,,,,,,,,., Anchor Clip Patterns 't"'at16ntypa: 371cEkoWOaton t(4•EkaUtOason tabatm 3tt8'Ekaultrata. fN'EkoWlracm Aa�KG.fot urcotoo A99t.Gatar Samw{OS}sarew(Gs) set-05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ede.ol.d«a(Ink. 1• 2-tri" 1• 2-1R' 3.118' 1' 2-'Ur 1• 2-trr r 3.110• Y 0.48• 0.54' SAW CAPACITY REQUIRED"CORRESPONDING TO AN Emtedmoot(1nk 1314' I374' 1-3W 1314• T L•1hr 1-114' MA' 1414• 1.114• 1.174' r 1.318• 13th' wd. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anc11an®4.75'Min.0.0.1 SSondoM or Offset Cop(Fig,1621: 3909. 39010. 450w 880Ibe 1644 2701bs 25616. 354*$ 740 lbs 314Itn 664 lbs 9406. 3410. 442461 500 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amttws02.2rMin.O.C.1StwxWd(ar0ftnH)C5p(Fq.3l: 1009» 700 ft 5009* 1418U 952 ft WA 560 ms WA 63000 -WA aa0tb. WA 682fts 5@516] 1123 m. CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anthers 0 LiSr Mm.O.G.I stmaard lot Oft.1) (Fq,q: No 84 1400Ibs WA WA WA WA Tea lbs WA WA WA WAN-A "lb. 442 t. 22401w MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhbma 7Min.O.C.i(2)2.5 Ano*Cap,I(Fq.51: 7600. 7800. BOOM 1560lbs I898*s 54011. 5600.. WA 7801. 746 to Sao lbslls 1120Ms CAPACITY WHICH MAY BE USED TO QUALIFY e Anthn.Q 3'MIn,O.C.I(212c5An9*Clips l(Fq.B): 11701bs 1170The 1020 Ies 2340 too 2844 W 010141 640 U. WA 11401bo 11221bs 13201b. bs 1690 im 7 -iIONAL ANCHOR OPTIONS FROM THE 4Anct-Q0.45'Mo.0.C.7UC1ip,9do.125'AR•m.{Fq.7): WA WA WA WA WA WA WAWA 143024 ANCHOR CAPACITY TABLE.785148 47510.2 N/A 2801w WA 31!IW WA d10TH41 5601W 7rRt7DUCT RLVtSED 4 Ahm 01.tY Min.O,C7 F•Olp fF 9): 48070.1 100 k. WA WA WA WA ]09tH WA WA WA WA1. r 120 k4 as tumplyius wilh dw Fitnida NOTE FOR THEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. tCoda �--� 1.062' f--- -�--� 1.000' �--- Ac.pl g pmtt No i6-a'L7"jB.b� TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE g: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Mi.ai D.FF hoduct • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 I I I I I I • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. \` ��(VYNM 4J/{7 • r • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4 000, �,-;' .•;'r%_ SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ',�jQ•,j y(p) t.0 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-g0.WOOD SHALL BE `JI �(O • • FA PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL DE {�•... 1.(• 6063.76 AND SEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .376' .375• , ��5��r�.0a�`? ,;`�� THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126-THICK AND A36.ALL ANCHORS 1,11 10(-4jy`-4i i. ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X VX.75* I V X 4'X.375' I A.L''NNIMILLM'P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A � A Mullion Ca acl Table Ib6IW T: fnMR x Opening Width(for oerficaly-spanning muhons)or Opening Height(for horirontaly-spanning mUBons) ^c a 50 In 601n 701n 04 In BO N 1001n 1201. 140 in 160 In } IQ 1.25"X Rxlongular TmpRdang. Redmgr4er TmpMlang. Rectangular Traprrdmg. RoatanguW Tivrrdang. Rectanguter TmPrrd.ng. RmUn9uler Trap/Tdeno. Reat gUW Tr. ntmg. R. 0.4ar T.Prrd..g. Reoterr9u1. Tniwrdana. v Loading laadin9 Loafing Loading Loading LoadnO Loading to+wnM Lowing Loafing L.&S Loading Loadog Loading LnadN Loading Loading Lmdit o50 Tube Mullocli LL 421n 170.0 620 170.0 435 170.0 744 170.0 O8 170.0 868 170.0 500 170.0 992 170.0 510 170.0 111a 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 161.8 1759 170.0 521 O W 411 In 170.0 708 170.0 524 170.0 850 170.0 5M 170.0 992 170.0 630 170.0 1133 t7a0 681 170.0 1275 170.0 677 170.0 1417 17" 680 151.6 tae 170.0 Seo 1327 1546 170.0 680 116.1 1618 1700 eeo 50.826 In 170.0 747 170.0 683 170.0 896 170.0 631 170.0 1048 170.0 844 170.0 ties 170.0 723 170.0 1315 170.0 747 187.0 1488 170.0 750 138.2 1488 170.0 750 118.3 1468 170.0 756 104.4 1468 170.0 756 � n� N O 541. 170.0 797 170.0 612 170.0 956 17D.0 591 170.0 1716 170.0 744 170.0 1275 170.0 803 187.1 1318 170.0 637 148.6 1778 170.0 858 122.3 1378 170.0 Sol 104,6 1378 17D.D Set 91.7 1378 170.0 681 m O )- Win 170.0 065 170.0 701 170.0 IOU 170.0 767 156.9 1155 170.0 878 139.0 1155 167.4 030 12].6 1155 156.8 919 171.2 1158 150.0 912 82.7 11511 141.6 905 79.4 1158 144.8 905 59.5 1155 144.a 905 17-. W J 1U In 170.0 930 170.0 745 160.1 1051 170.0 850 117.2 1051 155.8 662 120.1 lost 1420 Ma 106.7 1051 132.3 837 96.1 1851 125.7 830 60.1 1051 119.6 822 65.6 1051 119.1 821 60.0 1051 118.1 521 65 In 167.1 957 170.0 789 139.3 957 151.0 605 118.4 057 134.0 700 104.4 937 121.5 777 92.a 957 112a 707 a3.5 937 106.6 759 60.8 057 1000 750 59.7 957 9a.0 74a 522 957 90.9 745 Z 721. 128.7 501 1352 686 107.3 804 1152 644 91.9 804 101.3 971 80.4 604 01.4 660 71.5 601 44.1 630 44.4 006 70.0 1-J 67.6 ea 72.3 617 48.0 604 88.0 829 40.2 804 80.8 028 ? � Z 781n 109.4 722 114.4 630 01.2 722 91.2 016 762 722 65.3 606 SBA 722 76.7 506 W.8 722 70.3 588 44.7 772 65.6 SW 45.8 722 59.5 670 39.1 722 ae.7 065 34.2 722 56.2 504 .l S 761. 101.2 865 106.0 600 MA all 89.0 no 72.] 866 76.6 677 W.] 445 70.6 686 56.2 085 d{.a 680 006 005 60.1 563 42.2 063 44.1 MJ 70.2 151...34 537 31.6 860 50.7 638 (D~ cl901. W.6 015 68.0 457 44.8 515 67.5 140 47.1 818 50.1 441 41.2 515 44.7 434 3a.a 5t5 40.6 42a 37.0 515 37.4 422 21.5 616 11.1 417 23.5 407 20.8 516 29.1 I1- x �96 In 44.3 453 55,6 404 45.3 453 471 387 38.8 453 41.0 301 31.9 453 36.4 355 30.2 433 33.0 379 00 27.2 Oat 30.4 374 22.6 453 25.6 300 19.4 360 17.0 463 229 356 00 10817 36.1 355 30.0 323 31.8 368 326 318 27.2 358 28.4 317 23.6 358 25.2 306 212 358 22.7 304 tot 366 20.8 3m 16.6 358 15.0 293 W Ih 111 h 35.1 wa 35.6 we 20.3 330 30.1 301 25.1 336 26.1 297 220 378 23.2 293 19.5 338 20.9 269 17.5 338 10.1 265 Q' X 120 In 27.8 280 28.3 264 27.2 290 27.8 260 19.9 290 20.6 256 17A 290 152 257 15A 290 18,4 249 U N <- 201 O O 144 n 16.1 tot 16.3 tee Q Z io Oso TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: � � �m� AnchorCO aci Table Iba SutMI. 2.7k0-1. 35ACorc, HOOM CMU FWCMU PTwwd Mae (Op-)X( )=ANCHOR CAP.,,, Sf16•FJto V4'SSEKO S/IEEKo 114'5SEIco 81DS1ed 912Stoel M2 Steel AnchorCllp Patterns AAa"QT1'ce 0416•Elco uelam 114•EKOU6mcm Waxen 1'16-Elco utumm 114'EKo UBmcm AflgreGuor U6r4cm AtgmGeor screw(C0)screw(05) Screw ON USE THIS FORMULA TO OBTAIN THE"ANCHOR Eogenslame#n) 1- 2-112' 1• 2-112' 11f9' 1• 2.112 1• 2.117 2 ave' 7 0.488 oar 0.3zr CAPACITY REQUIRED'CORRESPONDING TO AN Embediamt n talo• tar lar lslr 2 1•1l4• 1-114• 1-114• 1.114• 1-Nr 1.114• 7 fee• lar tales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhm 49475•Min O.C.I Standard a Obel Op(RD t) sw bs 39086 450 lbs 000106 1644 bs 270bs 2009.6 354 Ms 740 Its 374 661106 91608 341106 44206 waft OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archm®1.15•Min O.C.I Stewardw 018e1)C (Flo.2) 480 bs 700 It. NIA WA NIA NIA 380 MS NIA WA NIA WA 141A 182be 6115Me 112DES CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archon®9'Mn.O.C.I 265ArgkC9181(Fl03) 7W IES 780118 680105 1560bs 1106tbs MOOS 5w Its NIA 76010 748bs 660166 teezbs 6e2bs ewes 904 Tt�b6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcron@0.45.441..O.C.lUC6p,Into.1217 A1um.(F104) NIA IVA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 149a lie CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arclorl FCe (1`19 5) 195 b3 too Its ZZIDS 44610 622 D9 "abs 14088 177 to, 3701ra tel b5 332110 473 bs 170 bs 2210. 29000 ADDITIONAL ANCHOR OPTIONS FROM THE 2Arc11DM0I.1S'MInO.CJFCB 204 nos 35006 NIA WA NIA NIA 1009. NIA WA NIA WA WA 111 b] 442110 06006 ANCHOR CAPACITY TABLE. PRODUCTREVISGD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. w cenplyina wilh she Plain BuimutBCodc Lav C,21$•OZ Acceplmce No FIGURE 1: FIGURE 2: TABLE NOTES: F--1. �b Ba intim Date • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B7 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mtatni o hakmlCm sll 111 l)/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\�� (LYNA�IIjj��i�� FIGURE 3: 3.188' `.•'t,1Gr:.N,SF ''•`'f' ANGLE 3)MULLION AND MULLION CLIPS SHOW N ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fo Is I BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0 .265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 0, // /.i,Z:: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM ASTM GWOOD SHALL FIGURE 4FIGURE 5: FIGURE 6: /= BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OFF 0.65.ALUMINUM SHALL BE � -j�� •, 1119• ,�j•= • 8083-T6 AND BEA MINIMUM OF.125•THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND : i•.'•.,�;L GR(O�".. •� -' 1.25'X 3.188•X.265"MULUON p .,...• L*- .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL (1.114•VF MULLION) �'I",r,� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I'- NAk is I L�-] • 010 8.012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN'MILL�It,P.E. FL REA 58705 TABLE 9A Mullion Capacity Table(!baht) +� Oponing Width(forvertlealyapenNrlg mumom)or Opening Haight(far hadzonialy-aparinirlg mWor®) � 5810 601n 701, SOtn I 9010 1007, 120 in f4o1n fee ReuanwNr Tapad % Rmt.08N.r 4opTrWp. R.c1.gut. TapTMn6. R%Wrow.r T.pTMne. R.af 0A, TaplaanB. Re<r4np,Wr T,.WW-D- -WN.W TOWTi v AW-VM TnPMW9. Roe+ O 1.28x3.26 taadaq Laednq taadrq taadN9 Lo4da41 taad0p toadnq tAemne Loadirq tawdry tn4dN9 70.070 tamp Loadn9 t eryWu PapTM+g. %.100 oadNo to.QN9 taaday Loading a � II Abe T1111 I@ I III III I III if IVI 11 u H 11 If H 111,S1. �111 H 1111 . if H I§ " 1 fil � �111 11 , �x Z 42 In rra.aego +70.0 133 MA 00.0 470 uo.o ase 170.0 boe /70.0 892 170.0 619 170.0 Ute v0.o 627 +630 Me 170.01 621 127.7 Ute 710,0 021 +os.6 me Ito.¢ set es.a ilia 110.0 521 O 401. 170.0 TOB Ito l 624 170.0 850 170.4 584 187.8 978 170.0 630 1487 978 170.0 661 130.4 978 IMA 677 117.3 878 170.0 ago 87.6 978 170.0 ago age 878 t70A ago 73.3 978 110.0 Bag J U.1 50.825W 170.0 147 170.0 663 170.0 886 ITO.0 831 160.7 921 170.0 W4 131.8 021 106.6 709 111.2 921 159.1 Me 105.5 921 160.3 090 87.9 821 166,3 605 76.4 021 158.7 605 65.6 927 158.7 693 Z � 141, 110.4 797 170.0 SS2 167.6 888 R0.0 687 132.6 868 idl.6 883 Me age 141.8 660 5010 889 131.0 680 82.7 869 S28.a 657 77.3 889 128.8 852 68A 7169 128.6 6S2 67.9 88D 128.8 852 W O o a 60 W 1432 146 Me 634 119.4 746 172.3 620 102.7 748 117.6 806 88.5 748 107.6 590 70.6 749 101.0 592 71.6 748 86,8 587 59.7 746 93.3 503 51.2 748 93.3 687 44.6 146 013 sag 110 M I- 6710 127.7 1177 132.0 679 107.1 877 1172 586 g84 877 100.1 655 77.1 eii %,1t24814.4 7 tl11 66.2 678 61.11 611 81.0 631 01.8 017 77A 629 44.2 677 18.7 629 30.7 877 787 529 ( to -�,1 6610 7071 617 114.1 670 89.7 617 07.6 619 76.9 817 80.3 we 61,3 air 78.3 617 72.8 494 618 817 68.7 459 44,8 511 81.1 483 38.4 817 63.7 482 33.6 Oil 617 462 2 LU J IL 72W 82.9 ale 01.1 450 60.1 61a 74.2 440 592 618 85.2 432 61.8 510 50.81 618 64.2 419 41.4 610 50,7 414 34,5 610 46A 406 28.0 618 45A 406 26.0 5ta 45.0 403 Z 7nZ m p 7810 70.6 485 13.7 406 58.7 485 02.6 368 5D.3 485 64.9 300 44,1 406 48A2 485 45.3 378 35.2 465 422 374 20.4 463 78.3 307 282 fall 36.5 381 22A 485 38.2 387 Ui Z iBN 65.2 411 880 387 5!A 441 67.7 379 4821 441 601 372 40.6 147 45./ MI 41.8 380 321 441 30.7 356 21.2 441 34.9 349 23.3 441 33,1 346 20.. 141 327 716 _ G. 901. 42.4 332 43.8 296 75.4 772 31.0 289 30.3 332 323 284 281 332 2B.B6 332 26-1 278 21.2 332 24.1 212 17.7 372 21.3 286 16,2 332 18.8 262 117 372 18.7 280 ¢ CD d' 9eh 35.0 291 16.8 260 281 281 30.3 21,8 25.4 211 26.4 262 2+A 291 2164 281 21.3 YN 17,5 201 I85 271 47.8 2Dt i7.t 1M 12.5 297 15.6 232 0 Q108 N 24.0 230 26.1 208 20.1, 230 21.1 705 17.6 230 183 201 15A 230 19.2 ,1( 'tertilN 221 218 23.7 t97 189 218 19.4 194 10.2 218 188 191 14.1 278 14A to C'! A O at- 120 N 17.9 101 182 110 14.0 187 15.3 187 LU 47 x x N !x UU, Q a � zmtA (G TABLE 98 AnehorCe nal Table jibs) ANCHOR CAPACITY ADJUSTMENT FORMULA; m� Swsi.ta: 2.71:Carwnte 3,5k Caw. Hag7w CMu FObd CMu PT Wawa Mata? ANCHOR CAP—_ (DP_) }=ANCHORGAP.- t2-71- 116'EIeO 124'65 Elca 6It8•Eloo 110•SS EY.o 010 8100+ 12 Sleel 712 Steel MULLION CAP,,,,,,,,,,,,, Anchor Clip Panama Anchat-t'�' 3110'Elm ullmcon 714'E%oUlUam - 311a•-u6.con 7a•Elso Uo.zon AO9reGaW UlDeem Aggr slater St w(C5)Sarew(GS) serew(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ede.Mfa 0In t' z.Ur 1' 241r 3.118' 1• V2-11r 1• 24rr r s•aa• r 0.48• 0.54• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN Emtedma I iW t-1r4' 7014' 1.TV 1-314• r 1.114' t-U4' 1-1r4` t-114` Mir 2• 7-316" tars` *11. ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmfmA4.76'Mi..O.C./81.(Mld m Offal 00(fig.17 3900. 3900. 4501w 890106 1844 ft 21003 354lb3 740 Ile 3740e 6641ba amThe 3110. 442IW' 504 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ancho. LII Min.aC.I Slandazd(or OS3e)(ip(Fla.2}. 49003 700 0s WA WA WA WA WA NIA WA WA WA 662 4n US lbs 1120 s. CAPACITY(FROM THE TABLE)OF THE SELECTED 4A%iwn®3'MN.O.C.1(2)215 Angle ClWs I(Fq,3) 780 bo 780It. 880 toe 1560Ib3 IBM We 540It,3 WA 700160 7401W 880 lb3 1892 e. 6829. 66511. 1120 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Ambora 00,W141M.O,C.t ULTIp,Nb.100'ANIm.IFI,4): WA WA WA WA NIA WA WA NIA WA WA WA WA WA 950 ba CAPACITY WHICH MAY BE USED TO QUALIFY i Amhor J F.,iFq-5): 1951W1 19516. 235(1,s 44511,0 022 The 135 tae t771trs 370 ib. 1671D. 372 b. 473163 110160 n11G 2801,3 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchma 1.16"MW.O,CIFCao(Fq,6): 24003 3501W WA WA WA WA 190 Ib WA NIA WA WA WA kf 1,4 4421D. 56q 100 ANCHOR CAPACITY TABLE. PRODUCT REVISED iu complying with Oro Florida Hui{dasB Code*-C is,O� FIGURE is FIGURE 2: 1260' AcccplaacaTlo- TABLE NOTES: Lxprretlon Dale :.. QQ2 • * • 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 1111 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. r 1r FIGURE 3: ) 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3260' ANGLE .• tilGI:NSE: 2 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • BEP MU SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, r i4o•f}£3705 IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - `-� - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-00.WOOD SHALL •100' .,t� 44 L%' FIGURE 4: FIGURE S: FIGURE 6: Q1` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 11 • (u, • . 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .f✓.'•. 5 A I .�•-- .045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125'THICK AND A36.ALL 'r^�,'••.F•1,p141G[•.'•�"j • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125'X 3.25'X.100• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION : C)NPNI• , • A.I.YNt OLLO,P.E. FL P-E.#50705 TABLE 10A i` Mullion Coo ecity Table Plisi7P) � Opening Width(forvedica"parairl minors)orOpening Height(for mullions) 50 In 601n 7o v BD in 90 in 1001. 120 m 140 in 160. uq, 1.26%326 Rtcteng,Au TrWssimg, Reiianguhn Tutnffd.n9, Raitup4a Tnprrdarg Reilugut■r Rep"tdang. R..I..g4at TrL..'mg. RLas&gar hLasdiait Ruud g Tropilrian9 R.I.R4ciugul,r 760174,.01 Reciangrdar Trapmin.g. 4 r %.624 low9n9 Loading Lo,4np La■dtri0 1..4"00 Loadag 10,e■g Loading Lo■dinp laaemg Laadin0 Loading (.0.410 Lo,1np Li,.aig loading L..ft Loading RY Fr3?; AlMullIonba .s A .§' £., sse £�. .§ s s ',. .g 'M „ ss s $ e� a �� IL ee a� ' sa 3 A� N w V c 0.r Uy V = Iii U U is 6 Up U U V #v U tJy U y U Up U U U Ua G U U 5 X68 % 5 '! 5 s6� � 'S s`". 'Ga �€ 5� $ �� s ga mrIs d �8 i �d & � SC& � $& �+ �d � f3 ia` �a4 d � �a 12 s' �kd Z 421. 110.0 620 INA 43S 170.0 744 170.0 178 170.0 SW 170,0 506 1700 992 170.0 619 170.0 1116 1701 621 17D.0 1240 170.0 621 1740 1188 170.0 621 Poe 1735 1700 521 170.0 7987 17D.0 521 O d01n 170.0 700 170.0 61! 170.0 860 110.0 581 110.6 992 170.0 670 171.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 1700 600 110.0 1700 110.0 600 169.7 1979 1700 680 145.6 1918 170.0 68D 50.526. ltOA 777 170.0 563 7780 096 170.0 631 1741 INS 1704 684 Imo 1195 1701 123 170.0 1US 170.0 741 178.0 1496 170,0 765 170.0 17'93 170.0 766 152.5 1977 170.0 756 1315 tell title 766 O$ to 541. 170.0 191 170.0 612 170.0 956 INA 591 170.0 1116 1780 764 170.0 1216 110.0 883 170.0 1434 110.0 831 170.0 1694 MO 866 156.4 1769 170.0 861 134.1 17691 1700 641 111.3 1759 170.0 861 m O � QIn 170.0 085 170.0 701 174.0 1063 r74A 797 170,0 1240 1701 010 170.0 1417 170.0 944 161.1 7611 170.a 995 HS.4 1511 Veit 1033 1201 1611 I 170.0 1063 103.6 1611 11100 1063 90.6 1511 1To.0 1063 7 (q (Q 63 in 1101 930 1701 716 1701 1118 170.0 860 170.0 1302 170.11 WO 166,6 1770 170.4 1015 1391 1370 170A 1076 123.3 1310 164.0 1002 104.4 1370 16S.9 1012 69.5 Ism 165.3 1470 781 137a 165.3 1070 � W -4 661n 174.0 974 tle.0 789 170.0 1169 170.0 903 155.6 1248 110.6 1002 1362 1248 166.6 1013 121.1 1218 147.1 1000 108.9 INS 139A 989 90A 1240 13044 970 71.8 1248 129.0 976 68.1 1245 129.0 976 Z (L z 721. 167.8 1049 170.6 878 1399 ID49 1682 392 1193 1049 132.1 675 164.9 1049 119.1 060 031 1049 109.7 646 839 1649 1027 638 694 1049 94.3 826 59.8 1048 912 620 62A 1049 91.1 924 - g 76 in 142.7 941 148.1 0x2 116.9 911 126.8 805 101.9 941 111.2 791 B9.2 941 100.0 777 79.3 941 BL7 766 71.4 941 66.5 757 59.5 941 77.6 744 WO 941 74.0 137 44.6 941 73.3 736 j 7 t$j IS 11 132.0 894 137.0 783 110.0 894 116.9 767 91-3 891 102.1 763 02.5 094 91.9 740 13.3 094 Wd 73D 66.0 891 7613 721 65.0 681 TOJ 101 41.1 8W 67.0 101 41.3 801 66.1 696 J 4 cj v 041. 65.9 611 88.7 596 71.5 671 74.4 SBS 61.4 Wi 65.3 575 5].T 671 56.2 $65 4717 671 52.9 568 43.9 671 4811 351 37.8 fiTt 43.1 539 30.7 671 79.7 631 259 471 37.9 426 Z tN0 �( 961n 70.0 590 72.8 627 69,0 690 61.4 510 60.6 S90 53,4 648 44.3 590 41.5 602 383 690 43.0 494 35.4 690 39.6 486 295 590 34.7 4TI 26.3 Ego ]1.6 469 2x.1 590 29.8 464 }a•• x Z O 106 I. 49.7 466 W9 421 41.4 466 428 414 35.5 466 31.1 406 31.1 466 32.9 402 27.6 466 29.1 396 N.9 466 27.11 39t 201 466 23.6 382 We 456 21.2 ITS 15.5 466 19.6 370 (J) if)� N n 1111. 45.8 417 16.1 100 302 441 ]9.7 79] 72.7 411 31.1 307 28,6 441 702 782 26.4 !N 271 376 22.8 441 24.9 371 101 441 21.6 367 IgA R1 183 355 14.3 441 17.6 351 co 120 in 36.3 376 36.9 3N 30.2 376 31.0 339 25.9 378 26.0 JN 22.7 318 23.7 929 20.1 RI 217 326 10.1 370 19.5 721 15.1 378 16.7 314 2' x U4 in 211 262 21.2 242 175 262 17.8 239 15,0 262 16.3 2311 0 CO CII Q Zcn to O sO TA$LE10$ AnehorCepaclryTab]efibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: g mlym substmte 2.7k 0-fee 35k carp.I Hdiow cmu PoiedCMU PTWoW Metal ANCHOR CAP.,,,,,,,, (OP,jX% ANCHOR CAP.,,, N167 Elio yr SS Eka Nf8•Eko tlr SS E3m eto Sled 012Stw 012 Sims MULLION CAP.,,°,,,,,,, AnchorCllp Paileme i4rc T ytB Eico u9mcm yr Ekouimcon uAnscon &Se Eica uDrcm yr EkoUNatan AWVGu Lina" AggreCala Screw(10)StrOw(035) scrar(ob) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edgellslame n) 1" 2-1ir 1, 1 2-vr 31ir r 2-vr r 1 2-v2. 2• 3-r 21 0.46` 45r 9,3x0" CAPACITY REQUIRED"CORRESPONDING TO AN emBeonent n ll-W- 1. 0 1374' i-Yf 21 t-174• 1•vr 1.14• 1-vr 1.114' MW r 1-W I-Nw vales ACTUAL PRESSURE REQUIREMENT FOR THE 2ArK1al9®i 474 Mtn O.C./S1aMa0 aroaN Clp(1101) 300 rA ago its 4501D9 600 d* 4644103 VOW 283Ins 364418 NO Its 374 In 664011 946011 341N7s 4421611 WO ON OPENING,WHEN IT IS LOWER THAN THE MULLION 4Attaa[s 411.15-Mia C.0 ISUCOent(ar 01 ei)Gip(Ra 2} 48Droa 700 im 111A WA NIA NIA 381110 NIA WA NIA WA WA 662W am ox 11202, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arelod®3'MIn.O.C.1121215 Argle OW I(7794 780 IM 760 to 690 ms 1560811 16DB W% 540M 56083 NIA 76010s 746111 800[is 1892 its W21bs 80ib5 11208s MULLION.IT WILL YIELD A MINIMUM ANCHOR aAn01'Or1@0.54'MOt.O.C.fU�ItO,9da.tOP Ahai5.X4343 NOl WA NIA WA NIA NIA WA WA WA NIA WA WA NIA WA oioiDa CAPACITY WHICH MAY BE USED TO QUALIFY t Anchorl F-CUP pig 6} 145 ros 106611 226 as 446911 822143 138 Its 1401.3 17/@0 aro 1611 187013 332160 473 Its 1709. 221164 261160 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ark7ors�i.tY Mart O.Ct F4:0 p6) 2,4ID3 35O 011 NIA WA NM NOl 1901611 NIA WA NiA WA WA 341 715 412 564Iha ANCHOR CAPACITY TABLE, nN04111CT t2By7S6U as complying with no plM4111 FIGURE 1: FIGURE 2: Ac � rio l6 4621$4Sj TABLE NOTES: 1.260` E�,qltvsc* im, 71)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi t)ede /11111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ,�' .Q• .,,.... .,.((((��. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,� '�• •'t)C U�1SE '- i ANGLE 3.250' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nil.5111m,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 V (�,// FIGURE 4: FIGURE 6: FIGURE& 624" �, - TL F !U BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE _.:� �. - ♦ * 6063-T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ; � •,•Ia.U7t1pP. (;O`` .046•THICK 1 B GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126`THICK AND A36.ALL �",1,..••••.•• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624* '�i Std 1t`)(,jj�t,1 v��`� U10 g N12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. MULLION 117 v ,► a LYNtlIM'tLl'R.P.E. FL P.E.#58705 TABLE 11A Mullion Capacity Table b■fle) Opening Wdth(forvedically-sponNng mullions)or Opening Haight(brbort2aia11yspanning rnWlios) 50 in 60 in 701, 1 BO in 1 901. 100 in 12D in in 160 in 1$6X3.84 Rectangular TrWridii.g. Racm.9Aar Tnp/tA.-D. Rod.rA Tmpfril.4. Riomagutar Traprrdan0 Riowgdly Traptrodag. Reclaogoar TrapfreiM Reclaagulu Tep(rdaog. Raw Salo r Aaioffnang. Racwgeiar TivKriang. Loading Loading Loedmg Loading LoMirg Loading L..&M Loading Loading Loading Loading Loading Loading Loading Lo•dnp Loading Loading Loading �ad x.824 Alum.Tube E E.. `.. E §•.. -$ ,.. �.-.. � 13.. 8� 5 •8 •�: .� •E: � 1.,. �... �' '.. .• " '. .8.. mulilan 1)e N v �b %r € s 3P gym � b 6 is 84 1A 4a II 8a 91 �a �A as �a 8.7 3 �a s€ a 3� as 11A� �� 21 44 � �a JA- I �� fa 3� 8a $a ie �a a� -k CO)z 4210 110.01 620 170.0 AS 110.01 741 1 170.0 479 170.0 068 170,0 606 170.0 992 110,0 Sit 170.0 1116 110.0 621 170.0 1240 170.0 621 170.0 1480 IWO 621 RD.0 1735 170.0 $21 170.0 1983 110,0 621 ziz 40in 110.0 709 170.0 524 110.0 850 170.0 584 170.0 992 1740 630 110.0 1133 174.0 661 170.0 1276 170.0 671 170.0 1411 170.0 660 170.0 1700 170,0 680 170.0 190] 170.0 600 90.0 2267 170.0 680 � 50616in 170.0 741 1102 553 1709 896 110.0 631 INS 1046 170.0 884 570,0 1185 170.9 MI 110.0 1346 170.0 747 1704 1494 IN US 170.0 1193 110.0 766 170.0 2092 110.0 756 110.0 2391 1701 759 A il3 641n 110.0 797 170.0 612 170.0 956 170.0 691 1109 1116 LIDS 764 170.0 1276 1740 803 110.0 1434 170.1) 837 170.0 1594 170.0 856 170.0 1913 17D.D 861 1700 2231 1700 051 160.2 2403 170.0 861 LU O CI CD C) y 60n 170.0 885 470.0 701 170.0 1063 7710 197 170.0 1240 170.0 070 110.0 1411 110.0 644 LIDA 1594 110.0 096 170.0 1171 170.0 1033 170,0 2126 170.0 1063 140.3 2163 170.0 1053 f29.0 2163 170.0 1063 53 in 1740 93D 1704 745 LIDS 1116 170.0 060 170,0 1302 170.0 940 110.0 1188 170.0 1015 110.0 1673 170.0 1076 170.0 1859 170.0 1122 UES 2060 40.4 1-t6s IMS 2050 iJ0.0 4171 ❑L7 2060 770.9 1171 g W .JA 661n 170.0 914 570.0 169 170.9 1169 170.0 803 110.0 1764 170.0 1002 INA 1666 11tlA 1006 170.0 1757 110.0 1155 170.0 1919 170.0 1210 1130 1966 170.0 1276 122.6 1966 170.0 1286 10L2 1956 170.0 1266 x' m m CO Min 1740 1063 1140 078 1700 1275 170.0 100 170,0 1484 170.0 1126 170.0 1100 1701 1228 164.1 1734 170.0 1315 136.7 1734 169.5 1386 116.5 1734 156.9 1361 99.1 1734 INA 1352 06.7 1734 15o.2 1362 J � g )filo 170.0 1122 170.0 877 170.9 1346 1700 1080 168.6 1556 170.0 1209 LOA 1566 165.2 1205 131.1 1656 161.5 1266 117.9 1656 141.3 1261 SB3 1556 128.7 1229 84.2 1556 122.3 1219 13.7 1656 124.2 1]16 j bW cZ X /Bin 170.0 if6t 170.0 967 110.0 1381 170.0 1116 155,9 147 168.] 1246 IMA 1471 162.0 1224 121.2 1477 139.1 1206 LOA 1417 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.8 115B 68.2 1471 109.3 1164 Q , 'SI• 901. 142.0 1110 146.S 996 1184 1110 121.9 968 101.6 Iflo 107.9 961 88.8 1110 96.3 936 78.9 Ittil 87.5 322 7L0 1110 80.7 910 892 1110 71.3 891 601 1110 666 810 44A 1110 82.7 870 r }}}Z--- 1N0• 'Q O� 961n 11).0 915 120.3 872 97.6 975 101.5 866 97.6 976 80.7 W2 13.2 975 78.5 029 65.0 915 71.2 81/ 685 916 65.1 007 18.8 976 57,4 769 41.8 975 62] 776 366 976 49.3 167 F x 1)Z ;C,61 � 108 in 82.2 771 844 6% 64d 771 70.I 605 68.7 771 St.3 674 544 71f 643 664 467 111 49.0 655 41.1 771 U.9 641 37.3 7)1 38.9 6.12 29A 771 36.0 621 26.7 771 324 612 U) a o47�1- I11in 76.7 730 17.7 661 67.1 7]0 65.0 650 661 730 56.3 WO 17.3 130 10.0 631 42.1 730 45.0 522 37.9 730 41.1 611 ]f.6 770 35.6 690 71.0 /3D 71.8 684 27.7 130 24.6 Sef 2'n M 120in 59.9 614 61.0 569 49.8 621 61.2 668 42.4 624 44,7 652 37.5 621 38.2 6M 33.3 624 35.3 537 70.0 624 72.2 631 25.0 624 27.7 619 214 6h1 24.6 609 1B.T b24 22.6 501 X LY 144 in M.7 433 35.1 400 20.9 433 29.4 395 24.0 433 2SA 390 25.7 433 Y2.4 3$6 19.7 433 10.0 391 tT.3 433 10 i 376 Q N Z.0 TABLE 1iB .. sQ O'm� Anch4rCad.I Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: AN ,,,,„,,, Saml2ig 2.7X Co¢rele aL;X cane. Nmow 47.00 FlwaCMU PTWaod Maas (DF;,a)XCHOR CAP- C CAP--) CAP.,, 916"Elca 1!4'SSEC4 5Y16'EXa 1/rSSElto 810510d 812StW e12SIMI MULLION CAP.... AneharC7ip Pattoma .047[182'lTY1 Yts Elea 001zm vs EtoNOracm tgUacm 3'is oto Ualacm yr ElcoUDacm AVOCamr Onracm A�n137su Scmr(GO)suea(G5y Screw(GSy USE THIS FORMULA TO OBTAIN THE'ANCHDR EOX 0141arce n) r 2-v2' 1 1' 2.112' 3-mr 1, 2-112' 1- 2-112' r 3-INr r 0.48' 154• 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN EDUedn"1 n 1314` Ur 14W 14'4• r 1.114' t-v2' 1-114" 1-vr 1-474• 1.174• r 1578' x379' woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMs®475'Mln C.C.7 SloMarO a 003,COp 078 ty 380 Ds Soo 08 450 Ds ago 9e 16u Im 270 Ds 250 f1, 354 Dao 740 IDS $74 D9 66411, 946 to 341 RIs 442 to WO IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anckfa iAV Mtn C.C.7 Slailond(Or OW)CV 0•Tg 2T 48D 0u 70D I1, N/A WA NIA UTA 3Bp I1, WA WA Nu WA WA wu mils //2D 28 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archors®3'MD C.C./(2(216 Angle Clips/fFlg 3T 780 Ds 700 oa 509 Ds ISSIDU 1806 Ds 540ms 600 UOs NIA 7601as i40es SWIDa 169010, 6B2 D5 085u 11mim MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcM+s 0.55'MD.C.C.t atBp,lydo.104'Attain{FI(7 4T NLA WA NIA t8A Nta NIA WA NtA WA NM WA WA WA WA 1261 Da CAPACITY WINCH MAY BE USED TO 4LIALIFY 1 A1Ytar/FaCOp(lig 5T 7176 Ds 1176 As 225 Ds 445 Its 1 622100 135 Ds I1,its 177 bs 370100 1S7 Ds 332 Ds 47311, 1700n 221 Me 260 N0 ADDITIONAL ANCHOR OPTIONS FROM THE 2Alsrors L7S'Mm QC./F-C 24D lot 050IDs NIA WA NIA N/A 790 Ra NLA WA tUA wa WA 341.4I 44294 1 660 Ds ANCHOR CAPACITY TABLE. PRODUCT RAVISOD as complying with"Flarfde FIGURE is FIGURE 2: t251* Bud MtgCada TABLE NOTES; Acpi m Date 6"azsg"•o i BXpiral'al Data Q.02) • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION - UY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi LMdo product .1111111!/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. i .;' f14d•1.......,'9/�Cn 2'i FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. �:••ytCeNsk '•.�%j> SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `/ •• • • • BE USED CLIP 7 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.56706 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 �y (l7 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4, ('�'• "(n.�U {U6083-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND •�:(UPV1}p,•,• r�;`` , • .045'THICK 18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL j 51 ......• t•`` * ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ti/1`T'0J%)int„"% * 810 87{12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25"X 3,94'X.624" A.LYNN'MlftL R,P.E. MULLION FL P.E.#68705 TABLE12A NOpenMullion Capacity Table lb9t8c •In- Opening ing Wldfl(for 1rer00ally-spanni mUllons)or Opening Helght(for boritonta6y-sperWng mUllonl) � � 5001 800+ 70TH 096r 20 in 100Ot 12Dfn 1401n i6DIn « Reclanguler ireyTNeng, RactonlIdar Trepll'deng. RaUengular Tiepl111mp. ReclangWr Tsepfldarig. '4t nRee1Mg>4Tt1 d mRUTraTdag. Ralengr Tr TdnpRaetepn4ar Tregrlaog. Renpa2%4X,26 adng Ladng LwdrW Loading toedog loadng tadnp Lodg Lo »yt"dug LdrTrP?darig. o OI.Wdng Loft Loadg Lodng LediLadg Alum.Tubb 1 i -1,Twl i jJ�4 �1 1, 1 Yn il i I Tij,I& -La Fili I 4 U) 1211 170.0 820 170.0 135 110,01 744 1741,01 470 170.01 669 170.0 600 170.0 092 170.0 610 170-01111$ 170.0 521 170.0 1240 770.0 621 170.0 14981 1 110.0 1716 170,0 621 170.0 1041 170.0 621 0 F^ 48h 776.0 708 170.0 5214 170.0 650 170.0 584 f70.D 802 YT0.0 639 110.0 }133 570.0 401 170.0 1275 }70.0 677 170.0 1477 170.0 650 170.0 1700 170.0 680 r 1093 1704 080 410.0 2287 170.0 680 1 � 60.625In 170.0 747 170.0 683 170.0 698 170.0 631 170,0 1046 170.0 681 1704 1185 170.0 723 170.0 1345 170.0 147 17"0 1494 170,0 756 170.0 1723 1704 766 2P82 170.6 768 170.0 2181 170.0 TSB 7 _ 61 M 170.0 787 170.0 812 170.0 858 170,p 881 -ii-oat1118 170.0 T54 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 856 170.p 1913 /70.0 881 7231 170.0 651 170.0 2660 170.0 fi81 211 Q 4811 S70.0 286 170.6 701 170,0 tW1 270.0 mT N0.9 f210 iJOA 878 SM6 7417 170,0 044 178.0 7621 170.0 986 170,0 1771 179.0 1"73 170.0 2125 170.0 1063 2470 170.0 1003 160.6 2060 170.0 1003 m 631n 170.0 Bag 170.0 745 170,0 1118 170.0 850 1704 1302 1700 940 170.0 1488 170.0 1015 170.0 1673 170,0 1070 170.01859 110.0 1171 170.0 22]1 170.p 1168 2553 170.0 1171 145.0 265] 170.0 117168N 170.0 874 170.0 709 170.0 1188 170,0 00.1 17P.0 1354 170.0 1002 170,0 1650 170,0 1008 1740 1763 170,0 1166 170.0 1818 170.0 1210 170.0 2338 170.0 1276 2437 170.0 1268 132.9 2477 170.0 1298 2 D 72 Di f70.4 IOW 1740 674 170.0 1276F 1009 770.0 1408 f70.0 If28 17"6 1700 170.0 1228 Sm.O 1013 770,0 7316 170.6 2126 170.0 7387 N6.8 2161 174.0 1458 124.6 2181 170.0 1528 108.2 2fµ 170-6 1530 7070 170.0 1122 770.0 017 170.0 1318 1080 170.0 1510 170.0 1209 170.0 WIN 170.0 1322 165,1 1980 170.0 1421 148.0 lose 170.0 1663 I2J.6 1060 181.8 1636 108.1 1060 16{.0 1636 92.9 1080 1627 1671 j W 70 In 170.0 1151 170.0 1387 170.0 7381 11is 170.0 1811 170.0 1250 170.0 1842 170.0 1389 152.7 1861 170.0 1474 137.4 1801 163.1 1500 114,5 last 147.3 1473 05.2 1601 13As 1459 86.9 1681 137.8 D.D• Q J >~ q t#w 116.0 f328 170.0 7fµ 1149.1 1398 768.0 1258 127.6 1308 7384 1198 1114 1398 111.3 7118 98,4 1396 470.2 1/62 s9.5 1398 1019 1147 74,6 1398 89A 1172 63.0 1390 027 1105 65.9 1396 TAD fogs Z O 9811 147.4 1228 151.5 1098 12L8 1229 127.2 1078 1043 1228 511.2 1061 IF 1220 08.9 lou 21.14 1229 69.0 1029 73.7 1220 824 7018 81,{ 1228 72.2 903 62.7 1220 65,0 871 48.1 1228 62.1 087 � 10811 703.6 871 1054 677 98.3 871 69.0 882 74.0 971 77.2 diD 04.7 B7t 214.4 637 57.5 971 61.6 825 61.8 971 50.5 615 43.1 975 49.0 706 37,0 971 444 702 321 075 40.8 775 to O � 111 h 05.4 @!e 27.3 832W4 . 850 ee.f 019 70.0 60(1 6A 918 629 701 634 Ole 60.1 784 47,7 Di@ bis 774 39.7 010 µ.e 768 34.1 910 19.2 742 246 918 31.f 772 a S 12pw 76.6 ?Be 78.6 718 7P5 61.9 700 55,6 085 472 798 48.{ 668 41.8 700 µA 877 37.7 786 #0.11 682 71.6 700 34.4 857 21.0 788 31.0 µt 234 766 mA 031 lY v014q 7n 43.7 610 µ.2 60{ 408 Sy.Z 648 31.8 ;81 27.3 640 28.2 455 74.3 618 2b.3 470 21.8 618 22.8 474 182 618 70.6 484 16.8 548 77.2 456 13.1 618 15.5 448 Q X � Q Q TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: a N Z m Tt1 Anchorce acl Tihle The) ANCHORCAP. D�m� O+CS Substrate 27k Ca¢retc 3.6k Cmc. How.OAU FLWCMU Prwow Metal (DP,)X� >=ANGHOR CAP Anchor 114'SS EtO 511fi 6ko 114•SS Elco 010-- 6lzsteel 112 Sled MULLtoN CAP.,,o,,,�, AneholClip Patterns Nk110r 1YPo S'ta Fit o unncm yr Elcounrxm U6ram 31}6r E1c0 Uttram U4•F7counr6em 1 {145) Setae(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Aga0G1Mr URlacm A re0tda Screw G61 9cteR Edge pstarceQn) 7' 2.112' y 2--VZ 3119' I 2-11z t• I 2-11z z 3.110' z CAP 451• "ffic CAPACITY REQUIRED*CORRESPONDING TO AN e+nb0•ooml n 11414• lWe tato• 16'4' r 1-v4' 1-v4• 1414• Y-IW 1.114• 1.148• z l-w Ya'6• vatea ACTUAL PRESSURE REQUIREMENT FOR THE 2 4111631 49 4.77 Mia O.C.!S[aMaN oroisel016All.h 363 rLs �4513 Ws 590 WB 7648 lbs 2701s ZBD 9. 3514634 Ig0(Ds 3714bs t2i4los gas 9. 34714 442®s 660709 OPENING,WHEN tT IS LOWER THAN THE MULLION 1ArcM1n@Llb•MIn O.Gf91md3rtl(or Cl.ei} a 7401e Ws 1485 ae 142470 NIA 6613 We WA 645It. NIA Mite WA 68214 895 a. 112011. CAPACITY(FROM THE TABLE)OF THE SELECTED 6Atchpa@y.71•Mht O.G/SlmmNta C46ei) s 050 0143 tm IDS NIA NIA 763 Ws NIA 70911. NIA WA WA 1¢22104 t327 tW t8801s MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcro 3-3"Mla o.C-I 2.6 Arple Cus 7 e 1s 56601" 1896Ws Pts 563 so NIA 766Wo 748 Ws Seo Ws 1602 we 68248 585We 1124= CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcrms 3•MN.a.art2)216ArpieCl6nJ(Raa 11701. tlmtm 17d09n Dau. zea Drs 6 840-6 NM 1146144 112263: 73iDi"s 2838 it. 102z1le 13279. 1f03D1le ADDSTfONALANCHOROPTIONSFROMTHE 3 ArVWn®1.34'4811.O.C,/UCIIp,In1o,127 M7m.p'Ig 7K NM WA Nut WA IIIA NAA WA NM WA NM WA WA NIA WA 073 ANCHOR CAPACITY TABLE, 6A7ttWR480.64•Mtn O.C.JUCiip,In1D.7?s AN=.lfp 9X WA WA NIA WA NIA Nut WA NIA WA NIA WA WA NIA WA 27 0S PRODUCT REVISED 2 Anctpn 0 268"Mln O.GJ FCOp(FI 9T 3701bs 370 l s 315 We 7431!3 112 W NIA 2616. NIA 378170 N!A 440 We WA 3111s 4421la 66011. uc ODUCT EVIwith E FIo11d6 3A[cirn t9 L7YMn.RGt F4,2k4 .7147 443 Wt 525 an sm Mi 479 SDB NIA NtA 3519. NIA Sa9ths WA WA WA 6tt 0. 6649. 840 a. Building Cada tfO�O�t NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acaptmlcc No, a.v:a, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. F� *,;11 n Date 2041 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: B .. • • • ag • • • TABLE NOTES•. - 2.000' .I. Dock Product /111111111 111 • • 1)SEE SHEET t FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-0 FOR • • • • • GENERAL INSTALLATION METHODS. � FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. s • • s '�'n:: !40 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED N .260• 4.000" !;G7 K) THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS, ".O•'"`• y�J •g ip i'/^ FIGURE 7: FIGURE 6: FIGURE 9: FIGURE 10: SY XE OF �!/; « a e ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ',.�} • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. `%;• •.'�!OR1U;. ,(ij•�.` MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•THiCK.STEEL STUDS TO BEA MiNIMUM GRADE 33 AND.046'THICK(18 2"X 4•X.25•MULLION e a 4 • • IN PAIRS. THREEADS BEYONDTHESTEEL MATERIAL.#10 8#12 ANICHORSTHICK INTO WOOD MAY BE STEEL I B-8 S.S,OR 4 0 S.EXTEND AT LEAST 3 SCREW A,LYNN MILLER,P.E. FL P.E.#58705 TABLEI3A Mullion Capacity Table ibeftt7 • g Opening Width(for•Alr9calysp43mirg mU6ors)or Opening Height(for hodrordaIVspersingmudors) s} • 601n 60 In 70 in 60h 90in 100 in IN In 140 in 1601, ReclanIld r T,.A' .V. RectenilJor TYny✓7rlaro Reclang tat 710p/Marg. Reclarail r T. rdang, R.clengular 'RoX mg. Rad.00d.r Trep/7d0na Rectangular Trnp/Trlona. Rocl.ngtdw Tr.p7Tdeng. Reclangul. L.ArMang. LLO 2 x 6 x.2a Loading Loo ft Loading Lowing Laa$t4i Luting Loading toe4n9 to Loading Leading Lw&g Lwd1,g Laedir g Lmding Loa6n9 LOaft Loafing q w Alum.Tu153 0`1 b Mullion lit A Itel To'l g � � s a $ s MT3 to I IAt- 421n 170.01 620 170.0 435 170.0 744 170.0 478 170.0 868 170.01 506 170.0 002 170.0 510 179.01 1116 170.0 521 170.01 1240 170.0 1 521 170.0 1468 170.0 52t 170.0 1735 170.4 521 170.0 1063 170.0 521 0 48 In 170.0 708 170.0 524 170.0 850 170.4 584 170.0 002 170.0 630 170.0 1133 1704 68t 1704 1275 170.0 877 170.0 1417 178.8 am 170.0 1700 170.0 680 170.0 1683 170.0 6a0 170.0 2287 170.0 680 J W 50425 1, 170-0 741 170A 503 170-0 808 170.0 631 170.0 1048 170-0 084 170-0 1105 170.0 723 170.0 1345 170.0 747 1704 1404 170.0 750 1700 1703 170.9 756 f70A 2002 170-0 756 170.0 2301 17U 756 54n 170.0 797 170.0 012 170.0 850 170.0 891 170.0 Ute 170.0 754 170.0 1276 170.0 803 1700 1434 170.0 637 170.0 ISM 170.0 656 170.0 1013 170.0 061 170.D 2231 170.0 861 170.0 2550 170.0 661 w O IS 601, 170.0 655 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.9 1504 170.0 995 f70.0 1771 178.0 1033 170.0 2t2S 170.0 1003 170.0 2470 110.0 1063 {70.0 2833 170.0 1063 � M 1' 40 0.1117 170.0 8]0 170-0 746 170.0 1116 170.0 850 170.0 1302 170.0 010 170.0 1486 170-0 1016 1704 1673 179-0 1076 174-0 {658 170.4 {122 170.0 2231 170.0 1160 170-0 2803 170.0 1171 t70.0 2075 170.0 117) -J BBN 170.0 971 170.0 780 170.0 1180 170.0 903 170.0 1384 170.0 1002 170.0 1556 170,0 1060 170.0 1763 170.0 1153 170.0 ISIS 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1268 170.0 3t17 170.0 1288 Z $ 721, 170.0 1083 170.0 070 170.0 1275 170.0 2009 170.0 1468 170.0 1126 770.0 1708 170.0 1228 170.0 1813 170.0 1315 t7o.6 2125 170.0 ISO 170.0 2550 170.0 1460 170.0 2976 170.0 1629 170-0 3400 170.0 1530 L) 3338 T5N 170-0 1122 170-0 93LU 7 170-0 1NB 170-0 1080 170.0 1570 170.0 1209 170-0 1784 170.0 1322 170.0 2010 170-0 1121 170.0 2243 170.0 1565 170-0 2002 1704 1529 170.0 3140 fM.Q 1604 1740 3589 170,0 1746 S 79 in 170.0 1161 170.0 067 170.0 1361 170.0 1110 170.0 telt 170.0 1250 170.0 1642 1704 1380 170,0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1708 ¢ - tl' 801, 770.0 1328 170.0 1144 170.0 ISM 170.0 1328 f70.0 1859 1700 1498 170.0 2125 170.0 103 770.0 2301 t70.0 7793 170.0 2658 570.D 1018 170.0 3188 770-0 2125 t58.0 3413 170.0 2273 138.5 3113 170.0 2381 z 4 O 93 In 170.0 1411 170.0 1232 170.4 1700 170.0 1434 170.0 JOBS 1700 1622 170.0 2267 170.4 1794 170.0 2550 17OO 1052 17110 2033 170.0 2005 180.0 3109 170,0 2330 ISM 3199 106.8 2470 120.0 Well 156.1 2426 I< � ..z 8p u� 108117 170.0 1584 170.0 1109 1704 1013 110.0 ISO 170.0 2231 170.0 1870 170.0 2650 170,0 2076 IMA 2701 170.0 2271 146.3 2701 161.0 2333 INA 2761 140.4 2281 105.9 2781 126.9 2234 02.7 2761 INA 2100 LO N tI1 in 170.0 1838 170.0 1454 Woo 190 1704 1700 1700 2293 170.0 1932 170.0 2621 170.0 2149 751.8 NU 1023 2215 130.0 2832 1404 2216 1134 2032 128.4 2186 07.8 2832 1SS.1 SIM 65.4 2632 108.3 2606 W X 120117 170.0 1771 170.0 1588 170.0 2125 170.0 1850 154.4 2752 150-0 1991 135.1 2252 111.4 7904 II0.1 2252 127.2 1038 100.1 2252 118.1 19%6 90.1 2252 90.8 IBM 772 2252 684 1838 87.8 2252 81.4 1808 N 0) X iM N 126.1 1581 i28,tl 1445 101.3 1564 108,1 1425 004 1961 9I.5 1407 78.2 1561 80.7 13W 00.5 1361 72.3 1373 62.6 1584 85.7 1758 521 1584 50.0 1330 1,.7 1554 493 1305 30.1 1581 44.4 1283 Q N Q Q z TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: m Of^9 AnehorCa eel Table fibs) ANa ir 8uneneta: 2.70 Concrete 3.S.cax, Hop-CMU Fged CMU PT yked Ma1o1 (DP,)X CNORCAP.,, >=ANCHOR CAP... 61IB'Eko 11,'BS Ebo 5118'Elco IIP 68 Eko 010 ska •12 61.01 W26toW MULLION CAP,,_._ AlwAnchor Clip Panama l"or>YtM. 3/f8•Elca WeacOn 1/4'Eke Unseentaaaun 371G Eko 104.017 fA'Ek0 UlVacm AgareWar !U/Ilam.. AW&Gsiat spew(Gsy Sere.CGS) saew(G8) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Cl.lence(In) 1• 2412' 1r 2-lir S.W. 1' 2.10 11 2.112' r SAW r Cl Ar 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embe&nant t1,} 1-374• 14x4• 1-314- 1.314• r 1414• t-1/4• 1-114• 1-1/4' t-114• 14 r I-wr 1378• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE AnchM®4.76•MN.O.C.I8teed.d a 0801, p(Fb.182) 390 N 380 b. 450 ba 8901bd 1644 IM 270 N 2SO Ins 354 to 740 b. 37416. 88/Ins 110160 3411.0 442 lbs me lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhun a4.6r MN.O.C.181atxWdIw01,e0C0(Fig.3): 760 b0 78011, OWN 1780 It* 323294 640 Me 56016. 74824 1480 The TO ib 1272 ins 1892 The 68204 885 The 1120 fee CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amo n Q 1.71•MN.OA.I Si."d(et OaseQ Clip(Fla.4} 1180 We 1400 lbs 1010160 2595165 WA WA 240le. WA 1063100 WA WA WA 1363 see 1770 Ins 2240 be MULLION.IT WILL YIELD A MINIMUM ANCHOR nc 4Ahw.40 r iwk O r-1(g)215Ang4 Qlpd I n.S): 760 bs 780 be 60 lee 1660 lbs 1 1896" Slob. 880)be WA 760 lbs 740 le. 68011. 18921be 6a2 b. BBS Ib. 112016. CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchm Q 3•W.O.C.I(2)2+5 Angie Cops I IN,61 560 lbs 15601b3 1360160312016 3792160 I JOW lbs 1120 M WA 1520 Ins 1496 N 1760 The 3764 I6. ISM 1% 1 1710 b. 2240 Ib4 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arnhem.9 In"MIe.O.C,1(2)LS Angle CSpa/ff1g.7): 1650lbs 210011. 14409. 37801b. WA WA t3201bs WA 1500100 WA WA WA 20456. 2054 b4 33606. ANCHOR CAPACITY TABLE. Pi40:UUCi'R WISED 4 Anchae 6 1.34'W.O.C.I UCJIp•1,1a.125'Akm.(Fig,O). WA WA WA WA WA WAWA WA WA WA WA WA WA N/A 143010. utc0mplyinewith the Flo"B Archon O.a4'Min.O.C.I UClIn 1,10.125•Alum.(Fig.9F WA WA WA WA WA WA WA I WA WA WA WA WA WA I WA 288116. 1-2.000--1 Building Cd. 2 Anchors a 4.68'Min.O.0/F (Fagg.161: 39617. 390 Fm 4501D. 8901,0 18161W 270 lb. 28016. 3641, 7406, 311160 878IW 9488. 341 be 44220 alio a. A4aeMwr0o 1,0��e'4a21$,q 4 Anchaa 1.71•Mln.O,C7 F-Cb IFIg.111 89094 700165 505 Tb. 128816. WA WA 47011. WA 5331. WA WA WA 0021W I eB9 N, 1120 N •250° imtir i E�?02! NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES., FIGURE B:FIGURE 10: FIGURE ti: Mnua • • • • • • • •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1;1 LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t .r k• r� ` Q/1 � 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �h�;'y,GE!•ISG • .eP • • . • 8.000• 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 �•u•:��j�(, 1�711� • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �1ATE O)� {FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-04.WOOD SHALL BE PRESSURE-TREATED O • • • • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6003-TS AND BE AMINIMUM OF.125° '4•• •'•• /•OPt401"•' (� MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO '�C��>'j F%i`� • • • • • • • • USED M BE AT LEAST.125°THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW •�'/' ( NPA-1111 PAIRS. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 2'X 0•X.25' A.LYNN�h111.LtR,P.E. MULLION R, REX 68705 TABLE14A pp� Mullion Capacity Table Ibsift to �R x Opening Width(for wit IN-sparring mullions)or Opening Height(for hod26ntaBy-sparring mllllo(w) 5 6011 6011 7011 BO In 9011 100 In 72011 140N 160 in p Radon{.,. Tna Mang. Rectangular T.P77nan9. R%tangular 'DWTdarg. Rectangular Tnip/Man0 RmtoroAv Tm{prdary. RectorgUar Tn77rrterg. Reele,p lar TrelVTdwg. Reclalgular TmpTdmg Raclengulu hoprtdenp. a 1.26"%2.11" Lon11ry L." ng LoaNg 1.0009 Loadkg loading Loading LoL.ediry adbv Loadkg oLoadkg Lo-d-9 L-419 Leading Loa" L.oadh9 Loading taadiro > Tube Muil Ig !Ilia 1! 11 1 11 1 11 11 1� h 1111 111 11 1 1g I II I h 11 1 1a I la is LL 21 11 11 11 11H1 X 11 11 1 111,111 I z � m 42 In 1442 S. 167.0 420 120.2 525 143.8 418 103.0 526 138.8 414 80.1 628 134,8 411 50.1 628 134.1 411 721 618 134.1 411 60.1 628 130.7 411 51,5 526 134.1 411 45.1 528 1311 411 L �LJ 48 N 88.8 403 10&0 333 60.5 403 84.7 325 88.0 403 814 320 60.4 403 81.4 317 63.7 403 78.1 316 483 463 78.0 314 40.3 403 70.6 314 34.5 403 78.6 314 30.2 403 78.6 714 _ 60.61511 523 362 81.0 901 611.8 382 T8.3 284 588 362 71.8 709 61.6 382 87.2 286 45.7 362 64.6 204 41,2 382 63.6 283 30.3 361 03.6 283 28.4 362 53.5 283 25.7 382 63.5 283 u 64N 07.6 310 74.1 267 fb.6 715 81.1 161 4&5 316 W12. 424 316 535 253 37.7 318 50.8 250 339 318 49.6 249 28.7 318 49.1 2dB &.2 318 48.1 ILI 248 21.1 316 48.1 210 m p a 60 N 49.5 258 63.1 219 41.2 266 46.7 214 357 258 30.9 258 37.2 207 27.5 255 34.9 204 24.7 258 33.4 203 20.6 250 32.2 201 17.7 258 322 201 16.5 268 32.2 101 V t0 J �p 63 N 427 234 450 200 35.6 774 30.1 105 =5 23428.7 234 71.6 188 T37 234 2BA 11111 21.4 734 2&0 184 17.8 234 28.6 183 153 234 20.5 183 134 234 20.5 163 LU i 66 in 37.2 213 39.4 183 31.0 213 337 Ira 265 213 73.2 213 27.0 173 20.6 113 25.1 170 18.6 213 237 169 156 213 71.2 187 13.3 213 220 150 11.6 213 71.0 108 Z to i m TIN 26.e 178 30.1 160 23.9 1T8 158 152 20.4 179 17.8 178 203 147 159 179 18.7 145 781n 24.3 161 254 140 20.3 101 VA 137 17.4 101 757 101 11.0 133 J _ 78 ILn 225 162 1J.5 173 1&B 162 18.8 131 111 162 Q ~ .N- Q 04 p TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Z O Anchor C�prrel T�bla 8br,) ANCHOR CAP.,,,.,,,, I--' 6n[Alnle 2.7k Corcrele 13.5K Come. ttoson CMU Fleed CMU PTWood Mtlal (DP_)X( )=ANCHOR CAP.•„ '- 5716•Eko 1ICSSEko 'Ek. VI•83Eko N10SIMI 4112SIMI N126twi MULLION CAP.,,,,,,,, � Arch type: 9116 Eko UlVacorl Ve Oco Ullam S16•Ekouaracon V4•Eko mkum Inn Ultr¢m A eli%or acreMm sun e5 SemN 5 USE THIS FORMULA TO OBTAIN THE'ANCHOR W cV AnehorCllp Pstlom� U51BCf" ADD'e� fA ( ) ( l (o) Y y Egle 0lstarce M} t• 2.12 v 2-1? bv0• t• 2-/r2• 1• 2-vY 21 s-ve• 7 0.48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN � (0 to Embadinrnl M} 1-314' line ta4• 1-314• 2- av4• 1-v4• 1-v4• 1-114• 1-v4• 1.114• 2- IS'8• Iola rales ACTUAL PRESSURE REQUIREMENT FOR THE O (V Q 4 Amnem a 3'Mia O.C.1(2)NSA Igie l30s/ t' 780I1m 75D lbs SBOItB t5m los 1896 w3. 546 vs FEO Ds WA ]6091 745®s 8B0IOa 1882 682IW BB6 c6 U30IEe OPENING,WHEN IT IS LOWER THAN THE MULLION Q •- Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED D- s:N MULLION.IT WILL YIELD A MINIMUM ANCHOR m0m�a. CAPACITY WHICH MAY BE USED TO QUALIFY # -7 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. 1.266-1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1r•Rc:OUCTg with •D us<mnplying wiY,the Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Buildb%Codo 164Z�•� FIGURE I: Amptm loo 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. t:Oplr'147111 Dat rLD2) 0 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dade ct ANGLE CLIP MUST BE USED IN PAIRS. 125• t t l l l l l l l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T �� >Ci`�.•• •.<<F• ' YELLOW SOUTHERN PINE WITH AN 30 OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125' I -�\��,.•'�10EtJS(` ••,'P ! THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 126'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) ='11: No.58705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - LLI, F.`• bill ol` A.LYNN%41LLt= ,P.F. FL P.E158705 TABLE15A 0 Mullion Capacity Table]bete) Opening Width(for verticalVsparring mWorts)or Opening Height(for hod ordaYy-sparring millions) a! le g 501. 601n 7I 1 80 In I 901. 1001n 1201n 140 N 160 In fd a p ReoWm0'1.r TreprMarg. ReetengWer Trapmlarig. RatangWar TrapMmQ. Rectengdar Tmp/Tdan9. Ratangaar Trap/i 09 Reclan9du Tnp70aM. Reclang,lor Trop rMang. RaclengWer Traprrden9. Rootangulm Tiap7111eng. �j p 3.26"30 lowing L-Ing Loadno LOadln9 Lwdrp Lo.dng Lowing Loaang loadhg LoadnO Loading Lending Loading Loading Loadng Lnadng Loafing loading oy, J DEG.AL r yag,- - _ _ _ ppp_ ggg _ _ _ _ to SAYMULL111999 � � � � � C4 6 6 5 6 6 6 6 6 5 6 a m z °' LD � 421. 170.0 620 170,0 435 170.0 744 170.0 476 110.0 666 170.0 606 170.0 992 170,0 519 17D.0 Ilia 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.0 621 149.1 1740 170.0 521 -J UJ 49 N 170.0 708 170.0 524 170.0 850 170,0 604 170.0 992 170.0 630 170.0 1133170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 860 152.2 1522 170.0 600 130.5 1622 170.0 680 114.2 1522 170.0 660 _ R N 50.025 In USA 747 170.0 687 1700 6811 170.0 631 170.0 1048 170.0 684 110.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1447 170.0 768 1]8.9 144] 170.0 750 117.3 1447 170.0 768 1026 144] 170.0 766 W CO O 04 N 170.0 TOT 170.0 612 170,0 958 170.0 091 170.0 1116 170.0 764 170.0 1216 170.0 607 100.4 1353 170.0 077 144.3 1353 170.0 a5a t20.3 1351 170.0 061 103.1 1363 170.0 561 90.2 1353 170.0 851 M ~ 60 in 170.0 0586 170.0 701 140.. 495 1053 170.0 707 167.0 1216 17D.0 876 148.1 1216 170.0 944 129.9 t216 159.5 836 110.9 1218 167.1 024 07.4 We 146.1 013 63,5 1210 14a.1 013 73.1 1218 140.1 073 h U) rO 63 in 170.0 930 170.0 7451118 170.0 0560 160.2 1160 168.0 933 131.4 1150 151.0 914 118.8 1160 141.0 898 105.1 1160 134.2 665 07.6 1150 120.7 871 75.1 1160 125.2 670 65.7 1fEO 126.2 570 0. W 6544 170.0 974 170A 768 1040 165.E 501 130.9 1046 148.5 884 114.3 1040 133.1 550 101.9 tole 123A 839 91.4 1046 118.6 830 75.2 1046 100.4 821 611.3 1040 108.2 516 57.1 1048 108.2 8111 � 7244 H0.8 0580 147.9 764 880 126.0 748 100.8 860 110.5 734 88.0 aeo 100.0 722 7a.2 580 02.0 712 70A Bao 11.3.2 703 65.7 $80 79.2 1187 60.] 880 70.6 1106 44.0 560 70A 608 L m Lzu 25.1 690790 105.4 078 05.5 790 93.3 663 74.8 790 83.8 652 KS 790 79.9 043 59.6 700 71.7 635 48.9 790 05.1 824 42.8 790 61.1 619 37A 700 81.6 617 ¢ 3 T6 N 118.7 Igo t .-- i 78 h, 11o.a 750 t15.5 557760 98.1 644 79.1 750 03.9 672 69.2 750 77.1 621 01.6 750 70.9 612 654 750 66.7 605 40.2 750 59.4 694 39.0 750 68.2 686 34.8 750 65.6 688 901a 72.1 663 74.4 500687 052.9 491 51.5 tial 64.6 483 45.1 587 48.9 475 40.1 693 44.4 466 38.1 563 40.9 482 300 663 36.2 452 25.8 1163 33.3 445 22.5 W3 31.5 442 Q m Z F- Lu 0 040 BB N 50.4 495 61.1 443495 61.5 435 42A 495 44.8 427 37.1 493 38A 421 33.0 495 36.1 415 29.7 495 33.2 409 24.6 495 29.1 400 21.x 495 211.6 J04 15.0 486 25.0 390 LIJ06In 41.7 791 4x9 363391 35.8 3105 x9.5 391 31.1 312 251 . . . 333 20.9 381 22,8 320 17.4 301 19.7 321 14.8 781 17.8 ]15 1111n MA 370 39� 335 370 33.0 330 27.5 370 29.5 326 24.0 370 25.3 320x1.4 370 72.8 316 tB.x 370 20.8 312 16.0 770 10.1 705 � 0 11240441n' 20444J1730.8 289 317 29.0 284 21.7 ]t7 22.5 200 19.0 317 Ig.9 276 16.8 717 17.0 273 Q M Z 144 In 17.6 220 17.5 203 d 0 EE TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Anchor Capacity Table(I a) ANCHOR CAP.,.-, 110 ,-) 2.7k C-1.1. 3.%Cono. Harrow CMU Riled CMU PT Wood Male) Pp..)X( )=ANCHOR CAP.,,, 5116'Moo 114.69 Eko Site'Ek0 1l4'66 Eka N10 sleet 812 Sleal 012 Bled MULLION CAP., ,,n, Anonor Type: 3116 Elco Ultnicon 111'Eka UlImcon Ut6m Mo 3116'Eka UIt.. 114'Eka UlUdoon AppoGetor UDmcon App<ietor Scmw(O5)So-(GS) set"(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Cllp Patteme CAPACITY REQUIRED'CORRESPONDING TO AN Edo.Wtanoa 00 1' 2-111' 1' x-1 3.118• 1' 2.1rC i' 2.1/G Y 3-116 2' 0.48' 0.54• 0.324• Embedment P4 talo' 1.314' t-314' t-31d' 7 1.114' 1-1A' 1-114• 1.1q• 1.111' 1.114' 2• Wier 1.308' .969 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mahan®5.6On.G.C.I(2)x45 Anglo C9pa I(Fig.Il 390 Ws 3901bs 450 r.v I ago Mn 1700 @4 270Im 2801`4 3511Ds 740 ba 3741bs tt01Ds 910 ka Sit we 442 to 560M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhae®3.5'Wn.O.C./R)2n5 Angle 0051(Flp.21 780lea 7050049 leo lea 1510Ibe 25x6les 640 rw em Ibs WA 1120th] 746104 a80lba 1692169 6821be OBS b5 11209n CAPACITY(FROM THE TABLE)OF THE SELECTED 5 Amms a 271'Mtn.O.C./ 245 Arpto CIIps 1(F .3): 112011- 112o Ib. 9581ba 224616. 2254 ra WA 0401ha WA 105916. WA 1328 W] WA 105 tba 1327 Ou 11380IW MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f,RMUCr REVISED FIGURE 1: al complying with Ilia Florida TABLE NOTES: Building Code Acwprance'Io 14'v-o2i$.p3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Pimlico Bale ?vZl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. g 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mr Dade hoducl \111117111 FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125' a a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. r30° •�'.•'•\,\!EI'I`>I' '• I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED - _ � • a a a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125' ILI Z: - THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY w(I LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION %)� CAYE 0 ;•;L', THE MATERIAL.00&812 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. C�: FI.OIitO,. \�G�.•' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. /17j 1,l(, 1\\\ A.LYNN MIL'L'ER,P.E. FL P.E.#58705 TABLE 16A Mullion Capacity Table Ib6 = Opening dth(for varticalVsperving rintlions)or Opening Height(for horizonlo*sparting mUtions) 501n 001n 701n 80 In 901n 1001n 120 N 140 In 180ln O Rectangular Trap71dan9. Recb.ttWar T,.prfdenIt. Raclmgular Trepl .V. ftoden0dw TWndang. Rectangular Trap701eng, 14aclan9ufar TrapTdano. Re tmgula TrepfTdeng. Ralanglsf Tlaprdang. Rectan0ula 7,.Wden9. d 3.25"46 toadrp Lwft Loedrp Loft toadng Lowing Lnedrg Loadng Loadng Loodiq Loedn9 Lowing Leadeg Inedng Loadn9 Loading loodng LoadingP Z,0. DEG.AL £$ 6' BAY N 4241 170.0 820 1 170.01 435 1170,0 744 170.0 478 170.0 888 170.0 500 170.0 092 170.0 519 170.01 1116 170.0 521 170.01 1240 170.0 521 170.0 1 1468 170.0 621 470.0 1735 170.0 521 160.3 I 1871 I 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 561 170.0 992 17110 1 630 127 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 060 163.7 1637 170.0 680 140.3 1837 170.0 Sao 122.6 1637 Me 660 60.8251. 170.0 747 170.0 583 170.0 896 170.0 831 170.0 1618 170.0 884 1106 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 147.1 1552 170.0 760 126.1 1552 1700 756 110./ 1532 170.0 758 LU o o 54 N 470.0 787 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 1275 170.0 603 170,0 1434 170.0 837 155.2 1455 170.0 856 128.3 1465 170.0 8111 110.8 1455 170.0 881 07.0 1155 170.0 661 7m7 C0 BON 170.0 885 170.0 701 170.0 1087 170.0 707 170.0 1240 170.0 876 1 13MM 170.0 044 130.7 13M 170.0 090 125.7 IWO 163.6 061 104.6 13DO 157,1 082 69.8 1309 157.1 902 75.6 1309 1fi7.1 062 I-- � � J 631. 170.0 930 170.0 716 170.0 1116 170.0 850 162.0 1247 170.0 040 5 1247 184,5 983 120.7 1247 152.6 955 114.0 1247 144.3 952 95.0 1247 138.2 876 51.4 1247 135.7 035 71.3 1247 135.7 975 OL 051. 170,0 074 170.0 780 170,0 1169 170.0 003 145,4 1190 183.7 085 9 IWO 147.0 045 116.4 1100 138.5 028 107.0 1100 120.4 914 66.6 H00 110.5 596 74.2 1190 118.1 893 64.0 1100 116.1 893 721. 161.0 1010 188.6 677 124.7 1010 111.6 859 115A Me 121.2 642 0 1010 114.7 628 See IWO 105.6 617 50.8 1010 08.0 607 67.3 1010 00.6 795 57.7 1010 87.8 790 30.5 1010 87.7 109 S J To In 137.4 ece 1434 792 114.5 We 122.0 775 98.1 ON 107.1 761 906 982 749 78.3 906 86.2 738 68.7 See 82.3 720 57.3 906 74.7 710 40.1 908 71.2 710 42.9 900 70.a 708 _ Z 7 } S 781n 127.1 881 132.6 754 105.9 681 112.5 7Ja 90.8 08l 96.6 725 191 08.5 717 70.6 861 e1.0 70.1 83.0 601 75./ 084 630 861 88.1 661 45,4 801 64.3 675 39.7 601 Si.7 072 Q Q C_4 O 00 N 82.7 Me 65.4 574 66.0 648 72.1 564 59.1 840 82.8 554 fila 58.1 545 48.0 818 50.9 577 41.4 616 47.0 530 34.5 8/O 41.5 510 29.5 84638.2 811 25.9 616 38.6 60790In 682 5118 70.1 508 50.8 558 59.1 409 46.1 We 51A 491 50 45.6 403 37.9 568 41.4 476 34.4 WO 38.1 470 28.4 685 77.4 459 24.3 508 30.5 452 21.3 568 26.7 447 N LU ��1081. 47.9 449 45.0 405 39.0 449 412 399 312 449 35.7 303 449 31.7 381 20.6 449 28.e 352 23.9 449 28.1 377 20.0 449 22.7 368 17.1 446 20.4 351 15.0 449 11.0 358 111 N 44.1 126 16.0 385 38.6 125 374 379 31.5 425 32.6 773 425 29.1 387 24.5 425 282 362 22.1 425 24.0 368 18.4 125 20.7 350 13.8 125 18.0 315 01201. 34.8 361 35.5 331 20.7 381 20.8 328 21.8 384 254 3219 381 228 317 19.1 364 20.5 313 17.5 361 10.7 JOO ¢ Q 0 0 IM N 20.2 253 20.1 x33 16.8 257 17.1 230 d m O TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce a Itv Table 1b9 ANCHOR CAP.,,,°,,,,,, g subalmtol 2.7k Coarelp 3.5k Conn, He9ow CMU Filed CMU PT Wood Metal (DP„)X( >=ANCHOR CAP.,,° 516-Eko 1/1'SS Ek.5118'Etc. 114'88 Elan 010 Steel 912 Sleet #128ted MULLION CAP. ,,.._. A1g110r typo: LIB'Eko UlVacon 11r Elco UlUpcm 7116'Elco UlVaon 114'Eko UOmcon Anchor Clip Petleme Ulvaon Apgra(ietor UNmaon Ap9roGelor Oprew(475)sofed(GS) suew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Mlance(N): 1' 2-1rr f• 2-trr stre• 172-ur 1• 2.1W 2• 3.118' Y 0.46• o.s/• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(NY 13q• 1-314' 1.714' I-3V' T 1-11.• t-114' 1-111' 1.1/4' 1-114' 1-114' r tare' 1-718' wrka ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mchwe 195'Min.O.C.f(21215 Angle t3lps/(FI9.1): 9901Ds 390 @a 1501bs 8901.1 17001bs 270IW 26010s 354161 1401W 374lbs 720 The 9461be Satd 4121bs 580 toa OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhm 44 33•hon.0.Q 712)215 Angle Clips I".2): 780(ba 70D Iba 7901.4 18701bs 2525%1 51016e 580Iba wA 11201. 7481.4 880 lbs 187!Itte sex ma 8851W 11201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Ancbae 0 2.71•M.O.C.I(2)215 Angle Up,I(Fig.31: 11201b% 1120 Ins 9581bs 22461ha 22541b3 WA 340101 WA 1 1059TH wA 13m lbe wA lozz ma 13271W I=1be MULLION.IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PROOLICT REVISED FIGURE 1: ac C-Plyin6 wish 9w Florida TABLE NOTES: Ruildut0 Code Ac�Plance too 16'OZIS--o,3 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Exirdlon Date ?DZ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Nil-', Fmdun FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \� (vyNN HOLES BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45°_'` \�� \�\ ,..........�i'.•� • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��,•'�1Cl-NSF 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' Na.587(15 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY ,'•n•�, "l $ �� litl LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION S3�'•, ;7 i+I t:01' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, i `c,{)R �.•` �\ A LY ,)�1.l(2NA�.E. FL P.E,#58705 ti1.000'-I i-1.250°-I 1.000' -( 1.000' 1.000 )- I r i .125' I Ir a 2.750• 2.750" .125' 3.125' .125" 3.188" -.125• .125' .125' 2.000' 2.000' 286' 2.116' N a 00 L 125' L 5 T. 5. 1 60'0 �r -.125° O N� N I I -T 1 .900. T J 1'X2'X.125'MULLION 1'X2"X.375'MULLION 1'X2.75'X.375'MULLION 1•X 2.75'X.BSW MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.188"X.265'MULLION 1.26'X2.11'X.126'MULLION _ 6063-T6 ALUM. 6063.78 ALUM. 6063.76 ALUM. 6063-T6 ALUM. 6063-16 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. O 0 XSECTION X•SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION LU (J) C co Z C -- M�-.125• }-{ i I TABLE A Z W 2X5 ANGLE CLIP LU STANDARD CLIP I I 6003-TB ALUM. Dimension Value(In) For MUIIIOn; w 6083-T6 ALUM. 2 126" 2.000' XSECTION Z %•SECTION U-CLIP 2.000' A 1.825 1'X2'X 125° Q d .- I 60113-TB ALUM. .125' B 2.854 Aluminum Z U Q of o .125' X•SECTION L C 0.895 Tube Mullion Q Z�Z Z N D 0.740 U) Q so m� .,25•� E ZYn i3 r�S Q I A 1.125 --I.740' 1'X2°X.375' W O 6.500'- B 2.04 Aluminum D: -j (0 y CUTHERETO _.375' 5.000'-�---� C 0.635 Tube Mullion U Q .375" - 3.125' _CREATE F-CLIP,SEE� MIN. E �- ,375"MIN. { D 0.490 d cM �U) N Z r DETAIL F,SHEET 4 __ MIN. 338"MIN. A 1.675 �8 €��.0 r-------1 r-------� --------------------- _ B 3.000 1'X2.76°°X -i I I I I I A A I U-CLIP A -------' C 0.757 L_.------1 L___--_-- 6063-T6 ALUM. -'------------- 2X5 ANGLE CLIP .375 AIUR11RUm TOPVIEW 6063-T6 ALUM. D j.118 Tube Mullion L- TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE rA .450 Min. 6003-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE 1.312 1'X2.75-X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER t 1/16'. 3.000 .650' SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE 0.478 Aluminum DIAMETER:ANCHOR DIAMETER•1/16'. SHEETS 5-17 FOR THE 0.838 Tube Mullion ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part#I 2'� ^RUDU(:I'RGV(SBD ANCHOR HOLE 1'X 3.125'XMull Dimension(sheet#) 2.837 n,cumply y�viWbFM11}� -5.500' 375" DIAMETER:ANCHOR MDIIIOn Std.Clip OffsetClip U Cllp jAnQI0 Clip 600'Alum A Duil Cd. .375' MIN. DIAMETER�1118'. C 0.683 Tube Mull Acs, wce Wo t4'021 .03 MIN. 1"X2"X.125'(5) 66605 686113M 6661118M 66.,243M 668511M D 1.137 Pilau Date /w21 1"XZ'X.375"(6) 666006 666114M 6661119M 666244M 666512My A 2.825 D j 1"X 2.75"X.37b"(7) 66607 686115M 6661120M 666245M 666513M B 3.262 1.25'X 3,168' Mian Dodo Product X.206'Alum 1"X 2,76"X.650"(8) 66608 668116M 6661121M 666246M 666514M C 0.862 Tube Mull \ � NN til(/77, L B D 1.762 ,. F I --- 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 686242M 866515M 1.28'X2.11°X � ,.•�1cE1•ISC 1.25'X3.168"X.265"(12) 66841M 6861117M 8681113M 868241M 668518M A 1.613 .12------ 1.28"X2.11"X.125'(16) 69370 WA N#A WA BW517M 1UP NOTES:M. 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. S I'L O r6 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. f•`,.\ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNAIIfy�145R\ E. FL P.E.#58705 --� 1.000• 1.000• f- 1.062"-I 740' �N .0633" .385" rt Ct H .062'- �' I {-{ -_125" --I I--.125" 062' g. .438` I 1 4.000' 4.000' 4.000" 2.000' .125'STANDARD CLIP 2.825" 6063-TO ALUM. I 2.125' 2.000'L6.1 P B --,125• XSECTION U•CLIP I I eD63-T6 ALUM. I .126' X•SECTION L 125' .125' .126`-- � 5 m .031• z c� W N r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J 71.125 375. .155"J 375• DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. m V X 4'X.125 1'X 4•X.375" l 1'X 4'X.375" 5.500• m N o O MULLION MULLION `T'-MULLION CUT HERETO , 5.000' Z M - 5063.76 ALUM. 6063-TB ALUM. 6063.76 ALUM. 3.126' y .375" F- 0 to .J 375' -SECTION X-SECTION XSECTION MIN. i-CREATE F-CUP.SEE % MIN.MIN. J DETAIL F.SHEET 4 � Z � 1.260' ,375" Z W m -. r--------1 1 r--------I r--------- -----------�- .375' _ c� I I I I CENTER OF I I m 1.250' t12 I I I I ANCHOR HOLE I I MIN. =) I I I I MUST LIE WITHIN I I J d I I I I THE DASHED I I Q J `-' � I I I I I F BOUNDARY.SEE I I Z UO Q O - 2.875' --- --- - SHEETS 5.20 FOR I ¢ Z I 1 E THE ANCHOR O.C. F I I- m O 3.94' i 1 I I I CF I DMAXIMUM i ---------I- N Z�j Sp�� 3.250" 3. I I I I ANCHOR HOLE i i w O Pf Y Y I I I I DIAMETER: . co 100" .100' .100" L_ _J L_ J ANCHOR J 3: I I I I ______ I _ DIAMETER+1116'. �_____________________u UQ Q 0 Z 0 0 .100' �- 2X5 ANGLE CLIP N G24' 624• rt STANDARD CLIP U-CLIP 8083-T6 ALUM, mQ' -' -T J- CENTER OF ANCHOR HOLE MUST LIE 60T�OPVIEAINUM' 607ppV ENALUM. TOPVIEW �i --1 .820` I--- 1 -+I .820' i* --�I .820" F- WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.824' 1.25'X 3.04'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABL'.C TABLE C,CON I'. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In) For Mullion: 6005.75 ALUM. 6005.75 ALUM. 6005•T5ALUM. DIAMETER:ANCHOR DIAMETER 1116". 7 X4' F 1.938 1.25'X3.25" XSECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.624' 3.469' 5.500" H 2.680 AlutnImim H 1.438 Aluminum 2.661' CI 126• .375' _ 375• ( 3.000 Tube Mullion I 3.260 Tube Mullon X3.94' Q371�- • 1.877" MIN. F 3.187 1.3751 F 2.825 1.25"X3,04'IG 0.767 .375' G 1.125 X.824' ______� H 2430 Alualnum H 1.500 Aluminum - .OUCI'REVISED I 3.000 Tube 8'T 1 3.250 Tube Mullbn -wmplying with Oro Floriida F 2260 1.26'X3.26' F 2.813 30'Ba MuH BuildingCode 125•- I 0 0.760 X.100' F 2.875 45'Ba Mull AcecpuuuNo(G-C'18°0.3.125' 46' 2.250' i I I I I I H 1.500 AluminonP.pindi Date IIII 3.250 Ttbe Mullbn Dy I I I 11Mi IMdo ltoduet 60'05'BAY MULLION I 3.250"1 1 i TABLE D 30°BAY MULL6083-TBALUM. _:.___ I _ __ I Mull Dimandon POTPerID8083-T6 ALUX-SECTION -_--J _--J ehaaltl � ,.•••••• ,( ) Mullion Std.Clip 011oelClip U•Cllp Angle Cllp � 0 X-SECTIONI �1'X4'X.126'(10) BB384 BB8111M 6881122M BB6241M 688518M OFFSET CLIP I 1 .125' I G 6063-T6 ALUM. 1'X4'X.376•(11) 66610 606112M W1123M 666242M 666519M t Dr .220"J i,,B --4 .226' �.-,981'•-1 TOPVIEW 1'X4'X.376•'7(11) 66653 W8112M 6661123M 666242M 6WSISM - 14 0 X07 NOTES: .740 _ � 1.25%3.25'X.100'(13) 20180 8881127M 6881124M (1862410M 8865116M 1.25'X3.26'X.624'(14) 20161 6881128M 6MI126M 6662411M B6B5116M f�I ,C( � LL! 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.86'X.824'(16) 20182 8881117M 8881128M 86824tM 686517M 'A s1 I`0 •.�f7 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(1D) 86649 WA WA WA 6685116M "��.'••. I...... • \�0�` 45 Degree(20) 66650 WA WA WA 6665111M '�� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L'YN� 1I,�I,ER;�.E. FL P.E. 58705 TABLE E Mull Dlmenalon PGT Part# 33 m (sheet#) Mullion Std.Clip U-Cllp Angle Clip -'1'--•125' 2'X4'X.25'(16) 66602 660261M 666271M 6655112M lidl o STANDARDCLIP I U•CLIP r 2X5 ANGLE CLIP c ~ 2"X 6"X. (17) 66604 666282M 666272M 6665113M I ° w 6063-T6 ALUM. 6063-T6 ALUM. 0083-TB ALUM. o v 2.000' XSECTION 2.125' XSECTION XSECTION 4' NOTES: 2.000' I I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' .125' L .125' M m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L cn 1W 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1 490,--I T O r HOLE LOCATIONS. 1.490' "' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W Of CUT HERE TD 5.000' R 3.500' CREATE F-CLIP, 375' W U) o O 021110- t.375' _ .375' .375' MIN. DOz M NSEE DETAIL F, rK _- MIN. SHEET4 MIN. 1-.. O (O J17 Jr________ ___I___ _______� __ __ I_____________________T W'i1I zZ '�1 W4.060' zI - -I 3.438' @ -+ 3.438` rY--- I ------- I-' V.250'-- 2'X4'X.25' I IMULLION I I 3.438' j j Q Z z063-TBALUM. j j I I .375' Q o R_ XSECTION I I 1 I I /n zI i L------� - L---------------------� MIN. W O ------'-- '-- - � ? N (11 FL STANDARD CLIP 2X5 ANGLE CLIP U O O O U-CLIP,6083-TB ALUM. QCENTER OF ANCHOR HOLE MUST LIE 8083-70ALUM CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. z totoSED FOR 2'X 4'MULLION.SHEET 16 d y, -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW ZCENTER TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW mO aO SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. .0'DISTANCE.MAXIMUM ANCHOR HOLE OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE a � --DIAMETER:ANCHOR DIAMETER+1116'. THIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER✓•1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 6.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER 1/16. -5.000' 2.000' 3•`00'' CREATE F-CLIP, r- --�� .375' SEE DETAIL F. -375' .375' MIN. r-gHEET4 MIN. q MIN. 375' I I I I I I I I I I I I DOUCI'REVISED I I I j j w complying with Iho FIa+i61 I OnildnaCode 16 0 10.03 I 1 i A' III cc No I I I I I E aiintinn.nme I I I j I By .250' 6.000' - _ -T_ _- 4.688' �- r 5.438' Q -- -----� Mlm #rodua'. I I \\I111(111, 5.438' 6.438' i N......l...• flee"" 2'X6'X.25' �\CENSF ''•.'f1 i MULLION I I I I 1 6003-TB ALUM. I I I I ire.56%05 _ XSECTION I .375' �,rm MIN. Sf/ STANDARDCLIP U-CUP 2X5 ANGLE CLIP '% i1� • tORIO 250' 8063-TB ALUM. 6063.76 ALUM. 8063-T6 ALUM. "'I�s�n(\U\I. TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPMEW 1\\\ TOPVIEW A.LY�ItS 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*60.01-60.0 PSF. NOANCHORS W HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"-32-i'=65*.REFERENCING SHEET 25,THE COLUMN USING ® n ---9----- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED L.E - DESIGN PRESSURE OF+60.01-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. p}� 13' -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+1.58.3 PSF AND WOULD ° FENESTRATION 4PRODUCTS NOT BE SUITABLE FOR THIS APPLICATION.APPROVAL �FROM TABLE 4A,SHEET 8,THE 1-X 2.75'X.850'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LOMULLION 04 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)412 ANCHORS AND THE 2X5 B 03 4 ANGLE CLIPS WITH(4)412 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z �N d U) SEE oETAILs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 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 J 2'3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. af A In - IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72...or WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIV 3LY, m o O0 NO ANCHOR6IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAF.CITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 32' 3T D (° J --I MULL WIDTH 636 LBS (60 PSF)X( )=b24.8 LRS (MAY BE USED TO QUALIFY 410 STEEL SCREWS FROM TABLE 413) J OPENING WIDTH- 72.7 PSF m z� THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A DESIGN PRESSURE OF-50,01.55.0 PSF. J O 5Z FOR THE VERTICAL MULLION: Z N 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 00 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8'AND WILLto C)g0 MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 11F i B EXAMPLE 2:MULTIPLE MULLIONS W -- FROM TABLE 3A,SHEET 7.THE 1'X 2.75'X.375'MULLION(LENGTH=108,OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF Y Y MULL WIDTH- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16.THE 2-X 4-X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z U) U) SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ,';Q s0 SEE DETAILS, 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 �-� PRODUCTS 2a� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL, THE 73'DIMENSION(36.1/2-+35-12-+2'=73'). 2)USE TABLE 1213 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE.ASSUME THE POURED VERiICCONCRETE 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)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION - LENGTH �-SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. g DETAILS, DETAIL E, OPENING SHEETS 2-3 6HEET3 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 Ho Z. �/ MULLION TYPE COULD BE CHOSEN. ` Mu ON 72' t'ItWUII'RL'V15ED 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE B ildi.S ill Tvidl 2-n FloTi� USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(Q LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A�pl--No 16.02)8.03 REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E P'.fim Dw, 4AZ I SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' Ry SHEETS 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 Mimn Dodo hoduci _ 23 (4j 3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 1 1 I III/ ANCHOR CAPACITY OF 521 LBS. ,`\\ ( 1.YM1V till! 111 M.30'.HORIZ. 3G',HORIZ 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 1213 FOR THE U-CUP SHOWS THE ANCHOR `��c��*••'�\G[WSE•'•�`� % ULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE •' OPENING WIDTH FOR VERRCAL MULL ANCHOR TYPE IS A412 STEEL SCREW. +T NO 6U705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: = _ +1-64.7 PSF FROM THE VERTICAL MULLION; _. 1•: p7 I/ +/•170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; �h'•, O '� lU: +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(NTERSECT(ON). () RiAE O� THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '<`.'•., .F(O1tIpH,.•' '�• S,S VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION r�'ONAU PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN - A.LYNN MILLE�Z,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.4 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: „ o pW PW o PW ' SHlOH SDH PW •� -PW_ cA SANN amWW LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m p 0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSI F- F- U) 1 _ LOADING OF VERTICAL MULLIONP� �J PW� LOADING OF HORIZONTAL MULLIONLU LOADING OF HORIZONTAL MULLION / PWVA- cl) Qz PW PW cr) PW U- pW to U) SH/DH SH10H - _ SHIDH SWDH I - - _. .. .... _. _ _. ' 4 U O Q U O I Q.. O Z . �g I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION HR PW PW I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW PW I NOTES: �:!GOUCT REVISED -- --- I as comPI0115 eilh 9w Ftorida 1)DRAWINGS ARE building Code oe RERESENTATIONS OF TYPICAL Acplance No p I -- PW CONFIGURATIONS. E imli Dale 2Q23 PW Mi CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM by z5lpw n' Hwh�cl THOSE SHOWN. ra 2)IF THE LOADING TYPE CANNOT LYNNi BE DETERMINED,USE ,�� "k).., • �'1C( 1 PW RECTANGULAR LOADING. a�`.• v\CEI PW •!St •• 3)SEE PRODUCTS'APPROVALFOR Np.5ll70S _ - I / ACTUAL ANCHOR LOCATIONS. - LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I <r;• SGD STXi G OF LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN�I�I,�RIA.E. MULLION MULLION FL P.E.#68705