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Home My WebLink AboutProduct Approval (2) R E C E I V r_7 D j i � CIE COUNTY B DLNG DIYIGMION VE OPM CE, REVEEWF61)RY ' MIAMI•�ADE DATE MIAMI-DADE COUNTY PLANS APOIJ PERMIT MUST BE=P ON J'O*RODUCT CONTROL SECTION DEPARTMENT OF REGULATOR iR� MMY%(%Wiff• 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miRmidadteov/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: Series U%G C1ii PedEitru 3ed.Aluminum Tubc Mullion—L lYi 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 Miatni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 Y41111! 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 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Co126-10218.03 aminer NOA Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITIED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Coat r I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: �� A 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 ol4p` w FIGURE 1: MULL TO 2X WOOD........................2 Zl _ _ 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS oY O MULTIPLE [—OPINING WIDTH FOR VERTICAL MULL--- ARCHES TO BE MULL TO IX B MASONRY..............2 MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING•AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._..........._...2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP. MULL TO MASONRY......._......._.._.3 1 SHEETS 2-3 SHAPE MULL TO STEEL SND.._....._........3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS...................4 O U) BAY MULL INSTALLATION.........._..4 lL ` 1 X275 125 X.375 MULL S...._....6 J I-II)I-III(\ \ 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....._........8 --L W INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS..........? 1 X 2.75 X.65 MULL SPECS............8 Z �� 0 SEEDETAILS / i / III /LII 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1%3.125%.500 MULL SPECS........9 03 p o O I I 1 I \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............10 F to+urn SHEETS 2.3 1-- I I A=O G: 1 X 4%.375 TUBE MULL SPECS_..11 Q ...I 1\ I LLLL SHEEi52.3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X•375 wP MULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.285 MULL SPECS 12 W OPE ING 1.26 X 3.25 X.100 MULL SPECS.....13 Z Wy4 VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULLSPECS..-.14 O "3 MULL FOR 1.25 X 3.94 X.624 MULL SPECS 15 LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS...._..........18 Ll SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q JulZ Z 2 0 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q fA SHEET 3 1.20 X 2.11%.125 MULL EPECs.._18 W 14 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT H 30'%3.25 BAY MULL SPECS.........19 Z � Q N O REACTIONS, 45'X 3.26 BAY MULL SPECS.........20 Q O Z — MULLION&CLIP DIMENSIONS 21-23 {— 'Z ..Go FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE•GATOR NOM'S EXAMPLES 1&2............._.._...........24 N PRODUCTS MAY LOADING EXAMPLES...........-.........25 Tn BE OF ANY My 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Of Ul Musr eE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z N y BMrv�r CTUREO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q w Q �O O Z wl. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g u �p /SEE DETAILS A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL t--OPENING WIDTH--I —HORIZ.MULL LENGTH-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. LENGTH Y-- _I 1 �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL•. I _` OPL•NI� 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFTI)FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRUDUOTs with ED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE H cumplyiodc Lh1;FI61id• FOR ( ) Huilding Code ��8 OPENING MULL HORIZ. VERT. MULLION CAPACITY(LBSIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FTI)FOR THE OPENING OBTAINED IN Acaplmco Nu 1 HEIGHT LENGTH MULL MULL STEP 1). B pimti Dine 12Q� L _ _ L -- LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. M;B1" hoduct OaD 1 OPENING WIDTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `�\\\\N-( LYNN 4/1////i� SINGLE MULLION SINGLE MULLION - FORVERTICALMULL OPENING WIDTH ANCHORlSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ,\\\O,.•• FOR VERTICAL MULL CAPACITY IS MET. �ti L\CENSt '•.,� MULTIPLE MULLIONS F• `1SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/FTI)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT11 FOR THE .1�.'• No.56705 - FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ ISTWEr VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE . •0STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS(FT1)FOR THE FENESTRATION PRODUCT TO BE UStD AND COMPARE WITH THE FINAL MULLION •. C j •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT11 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION t� ,•F(ORIOP••• •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. .�S91 "•' •. .ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. /LQ •AIS1.5100-07IS2-2010 A. ll ��`O'E, FL P. #58705 DETAIL A: DETAIL B: MULLION a 0 MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR MULLION ATTACHED TO 1X eucKsralP OR WOOD FRAMING WOOD BUCK AND MASONRY AND �PERSUBSTRATS c� ATTACHMENT SEE SEE TABLES tB•16B 4' (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYEOTHEES; - N MULLION I i SHEET 1. ..'—� Nam •t• co Z o N d I j I SEE SHEETS MIH 2.7 KSI •. , EDGE O 21-23 FOR HOLE d I I CONCRETE OR CMU• _ _DISTANCE, W EITHERiHE I I I. I I I^ �I SEE SEE TABLES _ STANDMDOR .° LOCATIONS EDGE I EDGE DISTANCE 10.16B Q„' m OFFSETMULLu _ DISTANCE m ' I ° W Q O CUP MAY I FOR MASONRY � I I FOR W000 / 11 ANCHORS (n O I– Imis ME�TliOD ° e I . e scREws 1 °°d e \I 1 I SIDE VIEW Z cA L 260'MN FOR ° O J ALL MULLIONS J d OFFSET MULL z m CLIP MAY BE g Q: Z ° EXTERIOR THIS METHOD. J Ln 666 u d EDGE d DISTANCE A {— FOR Z Z Q m O e MASONRY a m O N _ u THE OFFSET CUP IS ANCHORS �° C ..O RECOMMENDED FOR � �y �0 A_ FIN-FRAMED EXTERIOR ed WINDOWS.OUT MAY uj ALSO BE USED FOR v F•' co OTHER FRAME TYPES. Z Q ` Q.. Z110 m TYP.ANCHOR g £PERSANCHO ATE, PER SUBSTRATE, 6 �h 0 rco TYP.ANCHOR SEE TABLES 18-I68 SEE TABLES iB-16B EDGEPER SUBSTRATE, SEE TABLES 1B-166 lEND r—/ BUG-7R1 DISTANCECl/ AND SEE TABLES - - ATTACHMENT CKSTRIP 18-188 T .••' ,1.• •,• BY OTHERS, AND EMBEDMENT EMBE� BU / ' �•, SEE NOTE 1, ATTACHMENT , ,'• SHEET 1. BY OTHERS, .. ... SEE NOTE 1, SHEETI. "•' •' MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW 0 conipCTREVISED m umplyind with IDo Pllmi& FRONT VIEW AcceptBCode OL o� Acceptuncu No 8%*imtionDalc2j' /1p2l INSTALLATION NOTES: ByNtuducl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I �I77 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `��OC��(IYNPJ N ��i/ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ti ��,••'`1Cf N$1, '0 , CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE X' FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. No. tc 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. Nif�� cr4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � O 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �. .......... ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A.L('NNIMILLE 6.E. FL P.E.#58705 DETAIL E: � —I .126-MIN. MULLION TO MULLION DETAIL_C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U•CLIP ^ MASONRY STRUCTURE I ' ) 1)MAYBE INSTALLED IN'TEE-OR•CROSS' o (STANDARD CLIP SHOWN) INTERSECTIONS, a VARIES c Y x U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N \ I I TYP.ANCHOR EITHER THE L I /—PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23S y m F_ STANDARD O ' I I SEE TABLES 1B•130 OFFSET MULL - - I I j -� TOP VIEW FOR CORRESPONDING MULLION. O � W CLIP MAYBE I I g EDGE DISTANCE MULLION U�7 INSTALLED BY \ -� II n \ IESi------1 '"'I W THIS METHOD. I -FOR AV15I J I ANCHORS VAR _ I R12 STEEL SCREWS, 0 cn 1 I I I^I SELF-DRILLING OR PRE-DRILL 2 m `\\\\MULLION AND USE SMS W CD Q m m M F.. MULLION Z ID -I EXTERIOR q \ e g O THE OFFSET EDGE DISTANCE RECOMMENDED FOR FOR MASONRY ti FIN,FRAMED L�EIP ECTION ? W ANCHORS < WINDOWS,BUT MAY ALSO BE USED FOR J ~ Z c OTHER FHAMETYPES. EXTERIOR Q Z TYP.ANCHOR G Q O PER SUBSTRATE, Q ¢ U Z LO O SEE TABLES 10-130 — SEE SHEETS LOCATIONS TYP.ANCnOR JJJ PER SUBSTRATE, HOLE LOCATIONS 911CKSTRiP -SEE TABLES 1B-17B AND FRONT VIEW EDGE F ATTACHMENT SEE TABLES 1— ._ ... SEE NOTE I. 18-135 U Z Q 0 O EMBEDA�NT SHEET I. °• -' EWE D_2 ZmU U O �'� so SEETTAABLES SIDE VIEW &a te MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10.178 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHT"x1N) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, ' / SEE TABLES 18-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� ` SEE SHEETS �c PHODIICT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR its complying lvilh BIc Florido 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 Acttplollcc NB��j• • \\ MULLION Bxpilutt aDme W24 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ©Y 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. � Ml 40 ci 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED _ DISTANCE ��1� VOIN ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. SEE TAOLES �+ ' 18 GA AND COMPLIANT WITH MEFI BUILDING 1B-17B CNSC FRONT VIEW CODE.A 2X WOOD BACKER MUST USED. ` ATTACHMENT BY OTHERS. `C: '•;` ' EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW ' NOTES: (�Ig (6 O . I LU 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ;.�. ST E OF ANCHOR VALUES MAY BE USED. ` 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.L'YNNII4LEF2,P.E. FL P.E.#58705 � N DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION'x4 a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP)'_ $ / /\ SEE DETAILS A-E, SHUT.IAN.J FORINSTALLATION BAY 45• TO SPECIFIC SUBSTRATES. BAY MULL N MULUON m O 0 Z� O O 0 O O 0 O O 0 W p p TOP VIEW ::3 N SIDE VIEW i � U o 8 O SHOWN WITH I•X 4•X.125• I TOP VIEW I I Tn co MULLION I I I 16 10 J /—I YP.ANCHOR EXTERIOR I I i i �/ PERSUBSTRASEE TABLES 5B OR 16B Z U m b I 0: I TYP.ANCHOR �� I S7ANOARD MULLION CLIP I I PER SUBSTRATE. 1- i EXTERIOR Q Z � MODIFIED TO FIT FIELD I SEE TABLES IB-14B I CONDITIONS. 1 I I 2'X WANGLE QIP, e- I I I 2 PER MULLION END,MUST BE Z D ¢ N I I I I I Z INSTALLED INSIDE OF BAY MULL. 00 y.O MULLION I I 11 I CD I U) I 1 I I I I W J O 2'X 61X.126' ANGLE CLIP, U Z \ I I I I 2 PER MULLION END, Q Q Q MUSTBEINSTALLED a E Z In INSIDE OF MULL, m0 S'.0 \ TYP.ANCHOR b PER SUBSTRATE. SEE TABLES 10-14B INTO WOOD, (� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR OGE OISTAKPE _yep �� PRODUCT REVISED O E PER AL1Gta f u1 complying wish Blo Florida BuildiW © INTO WOOD,$T EEL, Ampilg Code Acwplwlco No 1Co-0'1.1$.p ALUM,CMU OR MASONRY 1 O BXplrali—Dac V2j EDGE DISTANCE BY PER Mlnnil Product ANCHOR EDGE F DISTANCE— E O PER ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: � LYNIJ aiieeF it' NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��t�,•''4LGEIJ S�; '•,'P 2)DETAIL G: 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125-MULLION. LOCATIONS,SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -c� Tdil ;1fl7U5 2)SEE TABLES 16-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES i5B OR i6B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _`) g �6 LLI iii 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. TE PLOROI"P •` �'•. aC FL F. 58705 TABLE IA „ Mullion Ce a01 Table 1b81R2 d Opening Width(forlar8cattp-Bpamltg muttons)or Opening Hatght(for hofizortalysparrjrg nxAom) 50th 601n 70th BON 90th t00N 120 In 1401n 160th Ra }•($� p ctanputar T ptManp. Raoiange4at TiyuTtfanp. Raianpear TmptTdeng. Raalanpcyr TmpRflan9. RedaogWar TVffdeng. Rwtenq,r Tmpfrd-v RwaiengWW RWTd.V Reatangt4 1X2%.126 Lm Trap7nfong. Reatang4ar Tmp77dang. 6' a Loading Loadnp loadnp Loading Loadnp LoadnO Loodnp Londng LoednO Laadng Loodnp Loodn9 madap Loading Loadnt Loading Wading Lmdn9 Alum.Tuba s� Mullion a� y�, � �( s I,I t� to d tory 2S~ S c�^ S � d 8 � a cT d z NL 42N 111.9 406 t29,5 132 012 406 1%$ 125 79107.8 321 894 408 104.4 318 at 408 104.0 310 551 406 104.0 319 48.8 406 104,0 319 39.0 408 104.0 319 35.0 408 104.0 318 45th 74.9 312 63.8 258 62.4 312 73.4 262 T,'+. ,-,.4a . 2248 46.6 312 03.2 248 41.8 312 611 244 37.5 312 61.0 244 312 312 61.0 244 26.8 312 61.D 211 2]A 312 81.0 211 = LU LU 50-625 1. 01.9 281 70.6 234 532 281 8t.5 228 ;6.5 251 65.7 221 19.9 281 52.7 222 346 281 50.1 270 314 261 19.3 219 28.8 281 18J 219 22.6 261 49.3 219 2a0 281 40.J 219 a �W 0 Q SI In $2.5 247 117.0 207 43 1 2Q 49.5 202 3T.8 217 44.5 199 12.9 217 41.5 185 2p2 2!7 30.4 194 28.1 247 38.1 193 21.924T 36,1 193 15.6 217 35,1 103 15.4 247 36.1 185 60 N 15.{ 200 11.2 170 32.0 200 35,4 166 27.1 200 M.5 10.1 21.0 200 28.0 160 21.3 200 27.1 168 19.2 200 25.8 137 18.0 20D 26.0 }50 imp J 33.1 181 35.3 153 27.6 let 30.3 151 23.7 161 26.9 149 19.7 761 24.6 146 784 151 22.8 iN 18.8 tat 27.7 143 i ..1 i 691n 285 165 }88 142 24.0 165 20,1 139 20.5 163 211 136 ta.0 165 21.0 }34 z U m R N a2 119 21.J 120 19.6 1J9 10.9 116 15.11 139 17.fi 11B � Z T8 h 189 125 19.7 109 147 125 10.8 107 76 in 17.3 110 162 104 TABLE 1B it z a An9harCe aei Table Ib6 ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z o Somtmto: 2.7k Comma 3.5k cans.1 Rogow CMU ANCHOR CAP.,",•,,,-, fIy r Fi6MCMu PTwow Mabl (OP„•)X{ APP.',-'.,-,) 1511v CAP.,,, ( a MULLION CAP.,,,,,„,,, _ An<Aa Stib•Eka 1J4'BS Eko 916'Elao 114'SBEko 910Stas 11251m E/28hd W Typo: 1/10'Eke lauaaon tm'Eko UWaagl ate'Eka Nocton 174'EIOo UNaam Anchor Clip Paltem0 Ulbacan AppreOator Nlmam Ap0re0ator Screw(05)scnow(G5) earow(Os) USE THIS FORMULA 70 OBTAIN THE"ANCHOR itN � SG Ed9emta-04 1• 2•iR' 1• 2-fm 3.7/111 1• 2-trr 1' 1 2.12' 1 r 3-im r 5.19' 0.61• 0.324' CAPACITY REQUIRED`CORRESPONDING TO AN U X �. Emtw.Mment N 1.314• b3N• 1.114• t-114" r 1.114• 1-I14' 1.114• 1.111• 1.114• 1.10' r lye' taxa• wdaa ACTUAL PRESSURE REQUIREMENT FOR THE d. 2 { 2 Amhas-4.76•-O.O.tStardm6 or 09sd tit ff1017 3B0 ms 380 tm 4501m 8491m 1914 tm 270 fm 2601ba 3541m 7401m 374 fm 6641m 94elpt 71-& 442f6s 56Qft OPENING,WHEN IT IS LOWER THAN THE MULLION g 1 Anchors®1.15'T O.C.J.1(2 W AnctR U COI(Eq.31 450 tm 7801m WA wA MA wA 1B0Im WA WA WA WA WA 662 ks 565 Im 11zo ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctora®3'Min O.C.tt2}2sSAr4lb Ctpa l(Eb.3) 760 bs 780 Wt 6wft 15801ba 189@im 540 tm 61101m WA 760 faa 748 tm 860 lb, 16921m W2 Ws 6851m 1120 fm MULLION,IT WILL YIELD A MINIMUM ANCHOR Sg 2 Anahma®0.43•W.O.C.J U421p,Nlo•125•Alum.(Fip,4} WA WA WA WA WA WA WA WA WA WA WAWA WA WA 716 0w CAPACITY WHICH MAY BE USED TO QUALIFY {Ancta77 Fc4pff4.5): 105ft /9s W4 2259. 4Uiba 11a foo 135 fm t401m 177 ma JrO Ws 1577m ]371m 473 The s7o gut 221 lm 2801m ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctan t.15•Min.O.CI F- Vp(Fig,6}: 240 Da 3501m WA WA WA WA iBOim WA WA WA WA WA 311 ba 4421oa 680 im ANCHORCAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: I TABLE NOTES: • PRODUCT REVSSF-D ! , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. at complying with the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' r- Betiding Coda Aacaptatlae74a "402) 1 _.- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 8x UafI pen FIGURE 3: By 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mtnmf a Modica HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .L :��+,.•'�CENS£ `g YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' i . THiCK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �'. I1ItI1I� LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i•X r X.126"MULLION _7;t NO.567U5/ THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. _ 5••'l Aa �, • i 51 TE Of .-3 r;CX FLOk1or-•' A.LYNM Tyl�4R;A.E. FL P.E.#58705 TABLE 2A K21q 4) �L4•i � Mullion Capacity Table IbbRtt T; Opening Width(for verbcally-spafWrgmullions)orOpening Helght(forhodzomeBy-spanningMU4ons) 601. 601n 70 to 00 in 901n 1001n 120 in 1401n 160 in Roetargabr Trap'Tdarg. Rectarowsr tauirmg. Reafe.pukr Trap'laeng. Radargaler I Twp(7darg. Rectargubr I TraprTdalg. Rectarg- TwWTdagI Radangrdar TwpTdarg. Rootergul 77aTadene R-I'Wlar Tr4 ndanc 4 1152x.376 Load.g LoriOrg Loading Loading Loadkg Loadrg Loadng Loading Laad)rg Loadrg Loading Loadinc L..g LOadlrg Loading Loading Leadlnp Loadirc .MoOooa 1S dig $ $g yzg 66" EE5�5� y#g[ j4I Ig${ `��1 y•$511' }t $y^$ q g(g�j' +6 tjd9!-g(5�{ CS jD_1 �}I y 1gg�$ jP��Bj�g (IF i$p�I }r�$�j$' #$q' (j1F A$�i$ t3"�1 �,'�RtC *4- i NZ4261 1700 820 170.0 435 151.3 682 170.0 478 129.7 687 170.0 We 113.5 e62 168.0 518 100.9 882 158.9 517 90.8 662 168.9 517 717 862 1689 517 04.0 662 1889 617 68.7 461. 121.6 507 1380 419 101,4 507 Ink2 410 80.9 '507 10&7 403 700 50T 102.8 369 67.6 507 We 397 646 007' 9&0 398 60.7 607 98.0 306 43.4 507 99.0 308 38.0 =60.02510 7437 458 n4.8 378 e&4 468 99.8 371r14. 458 905 384 B48 458 84.8 360 57.8 466 61.3 357 b1.0 458 80.0 358 43.2 458 85.8 358 33.0 450 80.0 350 324 G_°G U1541. 65.4 400 93.3 336 71.2 400 Bae 325 400 72.7 322 534 400 67.3 310 47.5 400 04.0 315 427 400 62.3 314 358 400 61.8 313 30.5 400 81.8 313 26.7 LULU C)G a 601n 62.3 324 88.9 276 51,6 324 67,5 270 324 51.2 264 38.11 324 46.9 280 34.8 324 43.8 257 31.1 324 42.0 255 26.0 324 40.5 253 222 324 40.5 253 19.5 321 40.5 253 (m0 (A 6391 518 294 57A 252 44.6 204 49.2 246 294 43.6 241 336 294 30.8 237 29.9 204 37.1 2',x4 28.9 294 35.2 232 224 284 31.5 230 19.2 204 33.4 230 18.0 294 33.4 230 �66 in 48.0 268 49.0 230 39.0 260 424 225 268 37.5 221 292 208 34.1 218 20.0 268 31.8 215 23.4 266 28.8 212 195 268 28.0 210 18.7 268 27.7 209 14.6 260 27.7 209Z z721. 36.0 225 37.9 106 30.0 225 322 194 225 2&4 158 225 225 25,8 185 20.0 225 23.6 162 1&0 225 22I 180 110 225 20.3 177 120 225 19.6 176 11.3 225 19.0 176 781n 30.0 202 32,0 177 25.5 204 27.2 173 21.9 2D2 23.9 170 19.2 202 21.5 107 1T.0 202 19.7 165 1&3 202 10.4 103 128 202 1&7 100 10.9 282 iSA 158 9.8 202 110 168 ° zn 781n 2&3 192 28.0 108 23,0 102 20.1 195 202 102 22.0 162 17.7 1- 19.7 169 15.T 167 18.1 157 14.2 101 10.6 155 11.8 492 15,2 152 10.1 192 14.4 150 8.0 1B2 14.2 150 Q -I J r r 00 in lab 144 19.0 !28 1&4 144 18.1 126 =3 Q C-1 O 06 In 1&2 127 15.0 113 Q '.2z W I.- 5fj v p and TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce Table Iba W ANCHOR CAP.,,w,,,,,, X 8ab(Imla: 2.79 Camml9 b.bk Caro. N41Ww CMU Filed GMU PT Wand Molal (OP,)X{ )=ANCHOR CAP... � N vib'Elm IW SS Elm 5118"Ek.H473lbs 10 8ted 0128 1ee1 912 Sod Amtxx TYpa: Yfb'Etm Ugmaat 114,Elco lll.man YiB'Elm Wasson 1/4'Etoa 1.14mun X Anchor Clip Pattema Unmem AggmGalw u0acen So=(G53 acmes(G5) Bara17(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR d 2 N Elbe lNziance M}: t• 3.742• 1' 2.112' 1418• 1' 2•t1Y P 2.17 Y 1118• 0.4B' tl.N 0.3T4` CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(h)'. 1-Y4` t1Y4' 1.3'4• 634• 2• 4114' 1-14' 1.114• 1.114• i•U4' 1.104• 11.48' tdv vets. ACTUAL PRESSURE REQUIREMENT FOR THE �� mix s.(:y 2Amtxxs Fg 1.75'Mh.O.C.t Standard a(x4el 010 tF19.1} 39D W1 30D me 450@z 890 Wz 1044 lies 2701" 280@s 3611" 7401" 3}4100 6B4 @s1111ba 4421" 58091s OPENING,WHEN IT IS LOWER THAN THE MULLION - 6 oma 4"hone U 1.15•Mh.G.C.t StendeN(or Offset)Clip(Flo,zg 450 Ins 700 @z NtA WA NIA WA 368Ib9 WA WA WA WA 882 @4 6551" 1120@6 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchwa Q X lta O,a 1(2)2.5 Anglo 13101(Fig.3): Igo" 780 @4 1100 tm 158E@4 lase len 540 @a 660 @a wA 780 I" 7481ba 880 I" 682 U $85 It. neo f" MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhore a OA5•t�Tot.O.C,7 U47)p,hto.175'Atom.(Fig.4)' WA WA WA WA N/A WA wA WA WA, WA N1AWA NIA 715!" CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmhOrl F421p lFg,5Y 195 W 795 @s 225 @e 445 es M I* "I'll 1401" 1771m 3701Ds 16}I" 732Ibst7o 6u 221 @s leo 644 ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnac 1.15.1661.QCJFd6P(FIg.6): 24D taz 35D Its WA WA WA WA 486@s WA NtA WA WA WA 1 3411" 4421be 1 560 t6s I 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: NtOOI ICT RBVISSD a1 ceplp)ying with 0.m Fhxi�i 1� Building Code 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Ace4`t No 1 •n2 •D SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -^j 1.000 f-'-- Expiml)an Dais I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Mteml hoduct 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.OD0` ))I 1 . i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 1-Y1V tri FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��t�OC....•.•N,�!J( �/" ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILtEO .376` `•• y10ENst• `4,P �� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 80.WOOD SHALL BE PRESSURE-TREATED No.55705 FIGURE d: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T6 AND BEA MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2"X.375*MULLION * LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -_"U 42 (},'• THE MATERIAL.4410&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. "A 1 G 7U �"k/'kSj(}Ntlt `f \ A.LYNN MIEEII,P.E. FL P.E.#58705 TABLE 3A p�v Mullion Capacity Table Ibatfe 3i6 Opening Width(for wl8cally-spanning mullions)or Oponing Height(for hodzonlaly,spanning millions) cd 501n 601n 70111 1 60111 1 90111 100111 I 1201. 1401. IOO in LL 0 Ralnngular Trap TNena. Reuanpular TmplTder�9. Rectengul hoprTde,9. Recten9wlur Tnprn"" Rectengulor helJTnon9. Rect-vL4 Tr.Wd.O- R.WgL4 MtTdon9. R.,I..guler TmprFdarp. R.W.O. Tmp/fnan0. cs 1 x 2.75% L..av L.adng Loaft L.aditl9 1wading taadng Loafing Lwdng Loading lnodrq Loafing Laadin9 L.ea'up lnndn9 LeadnO Loafing L.4dng LaadnO P Li x .316 Alum. LL Tube '� 'fig,. x� zya• t �-, �- _ _ _ _ Mullion N 421. 170.01 620 170.0 435 170.0 744 1 170.0 476 170.0 868 170.0 506 170.0 892 170.0 518 170.0 1116 170.0 1 521 170.0 1240 170.0 521 148.1 1301 170o 621 127.5 1301 170.0 1 621 111.6 1301 170.0 521 0 W 46 N 170.0 708 170.0 524 170.0 S50 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 131.0 1138 170.0 677 138.6 1139 170.0 510 113.8 1138 170.0 680 97.0 1138 170.0 680 83.4 1139 170.0 610 _ 50.625 In 170.0 747 170.0 503 170.0 686 170.0 631 167.8 1032 17a.0 684 146.8 1.2 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 755 97.9 1032 170.0 756 83.8 1032 110.0 755 73.4 1032 170.0 756 � �� U) 541n 170.0 791 170.0 6l2 f6t.J 007 170.0 601 136.2 007 16{.7 no 120,8 SO 162.5 720 107.5 907 146.0 714 06.6 907 141.1 710 80.0 OUT 140.0 708 60.1 907 140.0 709 50.5 007 140.0 709 m M O BOM 141.1 735 151.5 625 117.6 736 130.3 511 100.6 73S 116.0 Egg 66.2 735 106.2 690 78.4 7M 09.6 613 70,6 735 95.1 576 58.6 735 01.5 574 50.4 735 91.8 574 44.1 735 91.8 874 J J { 631. 121.9 We 130.0 570 101.6 00 111.6 557 87.0 658 86.9 547 76.2 666 00.1 536 67.7 660 03.9 531 609 665 70.5 526 50.8 666 76.5 621 43.5 660 75.6 621 36.1 666 75.6 621 �p 661. 100.0 607 1124 622 15.3 607 96.1 311 75.7 601 55.0 501 65.2 607 77.1 403 560 607 71.5 456 61.0 007 079 401 11.2 507 03.4 115 37.9 807 62.7 474 33.1 607 52.7 474 Z lytl $$$m 721. e1.e 310 65.6 N] 600 SID 73.0 j24. 287 10 61.3 420 61.0 610 67.9 419 15.4 610 53.3 413 40.6 510 50.0 406 N.0 610 ISA 402 29.2 310 M.4 ]e9 239 610 M.3 398 j uJ.- p 7851 69.4 4541 72.6 400 67.6 456 81.7 55 54.1 3415 43.4 456 45.6 378 38.6 450 44.6 373 34.7 450 41.6 366 26.9 455 37.7 302 24.1 466 36.0 368 21.7 450 35.7 356 J J Z 70 In 64.2 435 67.0 3411 63.11 435 56.8 35 49.6 360 40.1 435 44.7 380 35.7 435 40.8 355 32.1 435 38.1 351 20.8 435 34.4 344 22.9 433 32.0 341 20,1 435 32.2 340 F 00 In 41.41 727 N.1 200 34.8 327 30.4 321 31.0 200 28.1 527 28.3 275 232 337 26.7 271 20.9 321 237 261 17.4 377 21.0 262 14.0 327 19.3 268 Z N O 961. 34.4 287 35.4 267 25.7 287 20.9 287 26.0 218 21.3 287 23.1 211 19.1 2417 20.9 240 17.2 267 19.3 237 14.4 287 169 232 1- x CD M108111 219 227 24.7 205 20,2 221 20.0 227 18.0 IBB 16.1 227 1&0 185 Wll1In 22.3 215 227 111 18.6 215 18.1 215 16.6 1811 t': Y 120111 17.6 164 17.0 107 U X Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z .In (p Anchor Ca Ity Table Iba 8 m0 ANCHOR CAP.,6,,,,,,, _ Su.lmte: 2.7x ConcMe 7.5k Caw. HDUmCMU FBed CMU PT Wood 2 Si (DP„)X( )=ANCHOR CAP.,,, 5111'Eke 114•ss Eko 5118'Eloo 1/1'9S Eko Yf0 Bleol 112 Dloal 112 Sled MULLJON Anclwn Typa We'EI.-Ui.00n 114'Eko Utu... 3116•Eka Ulum.n 114•Eta Uluacon Anchor Clip Peheme uluecw AggmGelor u0rocon A99r4Oaler scam(GS)sawn(G5) scrax(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edp OIa14nc.(in). 1• 2-1rr rN2-irr 3.118- 1' 2-mr V 2-Irr 2' 3•va 2' 0.45• 0.51• 0.35• CAPACITY REQUIRED'CORRESPONDING TO AN Em6edi¢nl(In): 1•Y1• 134• LL4• 1u• 1•t/a• bgr f-v4• av1• 1u4• Y torr lace' odea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anch-04.75•Min.O.C.I Mandm6 or Ol@N Cnp(Fig.11 3900 38010. 4500s 164416. 2701bs 2801. 35404 740 k. 3741. 6541. 94Db. 341 ft 442 It. 6801. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhm®1.16-Min.O.C.I Slondard(or03ee0 Clip f�0.2} 4801. 1001. WA WA WA 3801. WA NIA WA WA WA 68216. 8851. 1120 f. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchm Q 31 m.O.C./(2)215 A.&C9p4I(Fig.31 780E. 7101. 6BO tlq16981. 5100s 560169 NIA 7601. 7461. B80I. 18921. 6412 6. 8651. Me R. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors fa 0.16•Min.O.C./U-atp,Into.125•Alm.(Fl0.1): WA WA WA WA WA WA WA WA WA WA WA WA NIA 7150e CAPACITY WHICH MAY BE USED TO QUALIFY 1 AGWI FLlip ffla,5): 1950. 11K1. 27509 6221. 13s 0a 1101. 1770. 3701. 1671. 3J21De 131. 1701ee 2211. 7601. ADDITIONAL ANCHOR OPTIONS FROM THE 2 A-hom 19 1.15'Mb.O.CJ F{Up(rig.01: 2400. 350 bs WA WA WA 1901. wA NIA NO WA WA 341 r. 4421. 5601. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. `J PRODUCT REVISED nor complying with Ih6 Flo(id s """"g Cale Acceptanoo N016-0 218.03 FIGURE I: FIGURE 2: TABLE NOTES: Expimlion Date 1021 ----I 1.000• I-- • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. fNu i de Product Comw SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �10 FIGURE 3: NIN 1p1v(LYI':1�1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' :�moi`\ oGENSC '•�Fr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �( - No.5G7G5 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 C-00.WOOD SHALL BE PRESSURE-TREATED '375• ,"0 'l ��/ '• FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' 'y� `7} b .• GU THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT /1 r '• �•� I'%2.76'%.376'MULLION "�'CC•'•.,FL OR701',. �� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0 • • THE MATERIAL 010 a#12 ANCHORS INTO WOOD MAYBE STEEL.,18-8 B.S.OR 410 S.S. �A,`�/j_)n� 4E P.E. FL 58705 TABLE 4A Mullion Cq q0. TgpH M Ib6 ' a �� Opening Wtdth(for terticaf4-spamirgmUllore)0rOpentnt►H•I9ht(forhoti 8y-sparingmUBons) i Q SOI. 601n 701n 00 F 00 In 10o In 1201. 140 N Isom 11 4 X 2.76 x Reotmg l.r Tmptld..g, ltwonglar Tmprsi nq, Reciangger TraptTdmp. Rectanod TWdsng Rectanglar 114071.40. ReclwgJ.r 7mp7iiang. Ra<tnnpder Traptai.ng. Rooteng4lr TWOng. R4ctan0 TropTiang O LoedNg Loading Loadn9 Loading LoadrO L.wng Loading Loadn9 4420740 Load40 Loadng Loaft LoadsO Loadng Loadng Loading Loadag Loading o ec w 660 bou In Z, 13 $ g g g g gx Mullion c c �' + +� � _ �" c3 $ r r3� �i d� tv 1i 11h 1 � 1 Zco � 171 42 in I7a6 620 170.0 43s 170.0 744 170.0 476 1740 Sao 17a.o sea 170.0 a� froo 519 iroo 1176 uoo 521 170.0 t24o vas bz1 1444 1488 1To.a 621 755.: taxaE170.0 s21 136.4 tam tray 52748 in 170.0 708 170.0 624 17&0 850 170.0 6% 170.0 892 170.0 630 170.0 1133 170.0 661 t70.D 1275 1700 871 1700 1417 170.0 880 141.7 1417 170.0 Bao 121,5 1417 680 108.3 1417 170.0 080 � w iTO.D N7 770.0 683 170.0 BBO 170,6 871 178.0 1048 170.0 68; 170.0 7195 170.0 773 1826 1289 1700 747 1489 1268 170.0 768 121.9 7288 170.0 ISB let's 1280 7S8 01.4 1268 170.0 750W170.0 707 170.0 812 S70A 958 170.0 69f 170.0 tits 170.0 754 150.7 1130 170.0 803 133.8 t130 170.8 817 120.9 1130 170.0 6178 100.5 1130 170,0 801 WA 1130 881 75.3 1130 174.0 881 m Ob60 In ,3 ♦A170.D 00 170.0 701 148,6 915 162.3 Tat 125,5 016 144.5 716 109.0 915 132.3 735 07.6 it6 123.0 728 640 915 118.5 720 73.2 915 114.4 715 02,5 915 715 51.0 916 114.4 716 ♦- tD 1-1 { 43 in 151.8 830 161.0 7!0 12&5 a30 138,0 891 1005 830 t23.2 851 94.0 676 1122 870 84.4 830 104.8 962 75.9 830 80.4 666 63,3 830 94.5849 67.2 630 046 47.7 870 81.1 049 �C 66N 1321 757 440.0 850 7}0.0 757 lfO.D 535 81.3 757 tOS9 024 82.6 757 99.1 Bt4 73A 757 88.7 808 86.0 757 84.2 800 65.0 757 79.0 593 47.2 757 . 507 41.3 757 782 691 Z d m 721n 101.7 838 106.0 662 01.0 830 01.0 540 72.7 036 50.1 530 03.6 830 72.2 521 55.5 BJ8 80.5 $ 14 60.9 038 02.3 508 42.4 638 572 500 30.3 035 55.3 407 71.8 530 55.2 497 W 70.to 88.5 671 90.4 485 72.1 571 71.6 485 8. 571 87.1 478 6741 511 80.8 477 4$.0 511 55,5 481 43.2 577 81.6 458 38.0 671 47.0 751 30.9 571 N.0 447 27.0 571 44.5 ;40 j rcZ 811 60A 542 83.4 474 48.7 542 70.6 465 57.1 542 62.1 450 50.0 $42 55.7 440 44.4 342 51.0 442 400 642 41.5 437 33.3 642 429 420 20.8 542 40,8 425 25.0 642 4041 423 f- N •"' O 00 In 62.1 107 67.7 SB1 13.4 107 15.4 355 37.2 107 30A 319 326 107 35.3 343 2&9 407 92.1 675 28.0 407 20.6 3N 21,7 407 26.1 327 10.5 107 24,1 722 10.7 407 23.0 319 �•^ 98 N 42m 0 358 441 320 35.6 356 37.2 314 30,7 355 32.4 309 28.1 355 28.8 304 23.5 356 20.1 300 21,5 356 24.0 289 17.8 358 21.0 280 1&3 350 18.2 287 uy X O�� 108N 255 25,1 283 26.0 251 21.5 2&1 2240 247 f8A 263 19.9 214 18.7 263 18.0 240 15.1 283 18,6 237 W 111 N 242 23.1 257 23.9 230 10.6 247 20.6 235 17.3 207 18.3 231 ISA 201 18.5 220 CE NY1201. 209 18.3 220 18.6 245 75.7 220 18.2 202 X TABLE 4B a.� z o a Anchor Capacity Table We ANCHOR CAPACITY ADJUSTMENT FORMULA: a. mQ 8utsirato: 2.7k Cora ale, 3.5k Cora.1 110-CMU ANCHOR CAP.,,,,,,,,,, FmedcMu PTWoW_ Mek1 (AP,)X( �=ANCHOR CAP.�, 416•Eko MULLION CAP.,k,,,,,, A.chor Type: 311E Eko uJiman 114"Elm Wba<Pn 118'EbP UIOaCw 114'Eko UIn4<m 114'88 Eko SIIV EI<o 1N'66 Elcofil '"I" 012 Slxl 612 91edAnchorClip Pattem5 !004441 A90mGtW Ulltacco AWeGalm )Sm (G5) SCom(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Olstence(NI: t' 2-IT 1" &tri' 3.118' 1' 2-172' 1' 2.1T Y 3-118, T 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emb.hnent ting 1-31P 1.314• 1.314' tat' 7 1.114' 1.114• 1-114' 1414' 1.14' 1-114• T taro' reAee ACTUAL PRESSURE REQUIREMENT FOR THE 2AMbore4-4.75'MIn.O.C.istanawd or00set aip ff0.17 39000 390 eA 45083 690lb. 1844 mi 2701bs 280106 354 e3 740 ba 37410. 687 i6s 94070. 442120 560 W. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambme 0 t•15-Mm.O.C./SleMmd(m 0%al)C8p 001 2): 480Ibs 400 b WA WA WA WA 300IW WA WA WA WA WA 6851 1120160 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anc1at44gT MD.0.C.1(2)245 Angie Clipa 7(Fi9.3} 780 ids no fb4 660105 1500lbs 18961de $40 e3 564 Pot WA 760 ws 74815. Seo to. 1892Ibs a8 1120104 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Ahm.®0.45'Min.O.C.T U421pWP125'Akm(FIg4): WA WA WA WA WA WA WA WA WA WA WA WA 7161Ds CAPACITY WHICH MAY BE USED TO QUALIFY I Andes 7 FCfip(Fig,6T 10503 195Ins 22610a 4406140 iba 17714. ars Ibs lar Im 332154 773Ids 227 the 280 tba ADDITIONAL ANCHOR 4PTION8 FROM THE 2 Anctaro 1.16'M8L O.C/F.alp IFkI.B)'. 240108 350 M WA WA WA WA 1901bs WA WA WA WA WA 442lb. 560106 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PlIODUCT REVISED as.-plying wilh lho Flwidr FIGURE 1: FIGURE 2: TABLE NOTES: Bu)Id(n80ode 16.0236.CL3Acmptww LNo r! 1.000' t-- L'xpimli4Ni D.iW TZ.01{ ___-'�^� ��I- 1)SEE SHEET 1 FOR INSTRUCTIONS INS AL USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. By r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M` . 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" �j` "Cli •' F.f� !, F-0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `T•- _ • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, i;: 1,38705 i 110. 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 C-90.WOOD SHALL BE PRESSURE-TREATED 650' FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL SE 6063T6 AND BEA MINIMUM OF.125' ( U g A OP �j THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650'MULLION `�'••�,1;ORtt)Q'• (•j�� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 11�7j)U�I1111� A.LYNN MILLER,P.E. FL P.E.#58705 TABLE SA fa Mullion C2pacIty Table Ibe/R' ax;d ss Opening YYlcith(for vertically-spard mullions)or Opening Haight(for htorizortelly-spemirig minion) WWW p 501n 00 In 701n Gam DD in 1DO In 120 In 1401n 100 In s7 o Ralengvler TrWfflog. Neclangda Tiepri'derg. RmImpar Ti%M.V. Raclan9Wa TraplTdang. 11.1angda Twi'Mang. Reclen9der TreprMnng. R denguler TinplTdeng. RaWangdar TnplTdong. Roolarro. TWTdang. o$1_ 1"x3.125"x La9dn9 Loafing Loadng Loedrrp Lved4g Lvadng Loadng Loadng Lvadn Lowing Loafing Loodng Loedna Loadng Lowing Loafing Loafing LoadrV 6.Y .500"Alum •^ .. a f., l: ... E ., .. a .E n ii Tube Mull E B �. u. B �. ��. N �� i$�$ fid Y d 2 Z S� Z 1 a: Yd S' d�&� 38 7F d8 g 5 1B fi d 8 Is Z L N 121n 170.0 820 170.0 475 170.0 714 170.0 176 170.0 BBS 170.0 SOA 170.0 802 170.0 510 170.0 1178 170.0 521 170.0 1240 170.0 521 170.0 1488 110.0 621 170.0 1735 170.0 621 15{.1 1802 170.0 521 J til Iain 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 Me 1417 170.0 OW 157.7 1571 170.0 650 135.1 1517 170.0 660 118.2 1577 170.0 680 0 = M in 50.625In 170.0 747 170.0 553 170.0 696 170.0 631 170.0 1046 170.0 W4 170.0 I1B5 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 756 106.3 1495 170.0 756 LU cm)a p 541n 170.0 787 170.0 612 170.0 958 170.0 891 170.0 life 170.0 751 170.0 1275 170.0 803 186.1 1401 170.0 837 149.6 1401 1700 050 124.6 1401 170.0 601 100.6 1401 170,0 861 93A 1401 170.0 861 im M p 60 in 170.0 085 170.0 701 170.0 1063 170.0 797 156.5 1166 170.0 a78 t3a.7 1150 167.0 028 123.3 1158 166.6 017 111.0 1158 140.7 Die 02.5 1156 144.5 903 79.3 1158 114.5 903 89.4 1158 144.5 903 1"' J 031n 170.0 Bag 170.0 745 159.0 1049 170.0 550 137.0 1049 155.5 680 110.8 1019 111.7 540 106.5 1049 132.0 638 95.9 1049 125.5 026 78.0 1048 119.3 620 68.5 1049 116.9 819 58.9 1048 115.9 Big U m t Go In 166.0 955 170.0 789 Me BSS 151.3 BOI 119.1 955 133.7 788 104.2 DSS 121.4 775 SZ6 055 112.8 765 63.4 055 1064 757 00.5 055 99.8 749 59.0 055 96.7 748 521 956 90.7 746 Z LU g �� J nun i2a.5 003 134.8 607 101.0 BOJ 114.9 BE 91.5 B03 101.1 070 00.3 503 91.2 059 71.4 501 63.0 &B 64.2 807 76.0 042 53.5 803 n.2 832 45.9 603 69.8 626 40.1 603 89.7 027 rR O Z >Q lam toe.z rn u1.1 e2e e7.o nl e7.D ate Ta,o m as.1 eos aa.3 rn las sec Bo.7 m rat aea 54.6 n+ e54 57e /3.5 n1 se.4 she 7e.9 rn se.e ba 34.1 121 5e.1 593 Q d 761n 101.0 601 105.4 599 64.2 684 89.4 587 722 654 70.4 576 03.1 654 70.4 567 56.1 684 64.4 556 $0.5 594 59.0 551 42.1 ON 54.1 541 36.1 981 51.3 530 31.6 061 50.6 534 Z Q C', C3 001n 65.6 $14 67.0 456 54.0 514 57.3 416 47.0 514 60.0 440 41.1 514 44.0 433 38.5 514 403 427 329 514 37.3 421 27A 514 33.0 112 23.6 611 30.4 105 20.9 614 29.0 403 V) Zco 98 in 64.2 452 55.7 404 452 452 47.0 398 38.7 152 40.8 300 33.9 452 30.4 304 30.1 152 32.8 370 21.1 452 30.7 373 225 152 20.8 385 10.4 452 2{.2 760 18.8 452 22.8 355 dY � �1_o IOB In 38.1 357 30.0 722 31.7 357 32.7 317 27.2 757 21_.4 372 23.6 357 25.2 306 21.1 357 22.7 303 19.0 351 20.5 299 15.D 757 ta.0 297 13.0 357 16.2 267 11.9 357 15.0 283 W 11110 35.1 376 75.8 JOB 28.2 338 30.1 701 25.0 370 20.1 296 21.8 338 23.1 292 19.5 338 20.6 208 17.5 336 18.0 284 14.6 336 10.5 278 12.5 370 1{.a 273 11.0 336 13.6 269 M rY (jj 1201n 27.7 280 28.2 203 23.1 289 23.7 259 iB.B 289 20.5 250 17.3 289 19.1 252 16.4 289 18.3 24D 13.0 289 11.9 246 11.6126 2/0 B.9 IAB 11.4 238 0.7 290 1D.{ 232 U X Q O O d e� Z (n rn TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: o m AnchorCe act Table Iba ANCHOR CAP.,,,,,,,,, SOaslrate 2.7k Concnfe 35k Cmc. Hcuo CMU FIUed CMU PTWood met (DP)X( =ANCHORCAP.,,, 5I1C Elco 114.55 Eko NIE EKo va•ss Elco at0 sted a12 sleet ale slael MULLION CAP.,,,,,,,, AnehorCllp Pattems Pother Typc 3'1C Elco unrxm v4•Ercou9racon umacw y10'Flco Udrecm 1N'EkoUnracon Aggrsator Umecm AggreGala s.IQ)Sa-(O5) 131"(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ohlance on) r 2•112- r 2-VT 3.1R 1• 2=11Tr 2-11rr 3{16' 7 o.4e• aw 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmecartmt n 1314' 13'4• 1314• ta/4' Y t-Vd' 1-U4' 1•tld' W/411_114• 1_114• r I-", tars .as ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancron40475-W1_O.C.j6j d w()Mcl COpgag l) sae las 39096 4500n 89096 1644W 270 ms 280 Ins 361 On 740ID9 371 roc fi6/ms 9I6 n1_ 3/1 dxi 44200 rho las OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmInal01.15-M+n O.C./SIMMn!(or OW)UP(RD 27 AM ms 700116 N/A WA NIA NIA 360 ms N/A WA WA WA WA 682 In 885 Ao tta7 ms CAPACITY(FROM THE TABLE)OF THE SELECTED ,[Anchors®3'Min.O.C./ 2c5AIgleCOp9/(Flg 3) 78D Ibs 76088 680 ms 1590 me 1896 ms 540Ds 560 ms NIA 760Itn 748 ms BBO ms 1892 U6 6821bs 6659n 11201_5 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anclnn X0.45'Mtn.O.C./UCO,InIo.12Y Plum.p=ig 4Y WA WA NIA WA WA NIA WA NIA WA NIA wA WA NIA WA 1073 W5 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arched FCP(Fla 5Y 105 bs 19fi las 21_ms 445 ms 622 ma 135ms 140 me 177 m3 370 IF 187 ms 3s2lDs 473 99 170ms 221 as un ADDITIONAL ANCHOR OPTIONS FROM THE 2 Artcmn®t.Thum O.0/FCU 0. � 2q M 350 ma NrA WA II/A NIA 190 ms N/A WA NIA WA WA 341 Ibs 442 86 5W 29 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUL-11RIiVISBD m complying tv)W 11w FloridA f•1.000" Bu)Iding Cod. Ac tplalcv FIGURE 1: FIGURE 2: TABLE NOTES: NO II17"b?ilg•O� B iMlims Dal. �Z( 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mt Dad°Product 711111111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' \��pN�,.••• �!!!F/''., FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ` •'�7G�NSr '•,'S' • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. r''• TxC�% FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -'� NU.50%05 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" Cr- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED ••, (� }I'6 U7` FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' r �'f).� S'(�(E' •'•.,S; 1'X3.125'X.5'MULLION �� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1"VF MULLION) '• C ••�CORtO.','. �� I�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND s` •' • THE MATERIAL.rr10&N12 ANCHORS INTO WOOD MAYBE STEEL.1"S.S.OR 410 S.S. U)�A�� II II II II �f A.I.NA MILLER,P.E. FL P.E.#68705 TABLE 6A W$j Q M Mullion Capacity Table(Ib6IR6) Opening Width(tor tenieally-sparring mlt4on4)or Opening Height(for horhontelty-sparring mWiorls) 701s<ffi� 6013 6013 n 50 h 901n f001n 120 in 1401n 180 in Recian(6ria 7raprnfana. RectangWar Traprrrla,p. Ratan@Wm o-{Mune. Recfargµiet ThIpIldens. Ralmn3dv 7raP+Tdan9. Reetargdat D.111 rfan@. Racfnnpdar 7iWTd.M FteaanW6t 7raplTM.p. Ratenp4. T along. i 4 1x4%.126 Loafxe Loadng Ladna Lw&g Losdng Loadn@ LoadnB Loadn9 Ladh9 Long Loadny L.ft Loadrq Loadrq Loacin9 Loadn@ Lcedna Moms ^Y U Alum Tube Muttono iv 1191 03 4213 770.0 824 170.0 436 170.0 741 1 170.0 478 170.0 888. 170,01 609 170.0 992 170.0 0.18 170.0 1118 170.0 621 170.0 1246 170.0 621 170.0 1466 1740 621 1468 1488 170.0 621 127.6 1480 170.0 621 401n 170.0 700 170.0 524 170.0 850 170.0 684 170.0 002 170.0 930 170.0 1133 170.0 681 1700 1275 170.0 677 1689 1303 170.0 600 130.3 1303 170.0 We 111.7 1303 170.0 600 07.7 130.7 170.0 680 60.02613 170.0 717 170.0 683 170.0 888 f70.0 831 170.0 1046 170D 864 170.0 1186 170.0 723 158,1 12311 170.0 747 140.11 f236 170.0 768 151,5 1236 170.0 766 500.4 1236 570.0 759 87.8 1236 170.0 756 zo 6{h 170.0 781 170.9 012 170.0 868 170,0 601 170.0 1110 110.0 764 161.4 1168 170.0 603 137.7 2168 t7Q0 637 123.6 1168 470.0 666 102.8 1168 170.0 881 66.2 1159 170.0 061 77.2 116@ 170.0 set m M Q 601. 170.0 805 170.0 701 166.7 1042 170.0 707 142.0 1042 161.1 832 125.1 1042 148.7 615 111.2 1042 136.6 601 100.0 1042 130.2 701 a3A 1042 t25.1 782 71,0 1042 125.1 702 62.5 1042 113.1 782 r0 J 631. 570.0 030 570.0 745 161.3 992 583.6 eta 129.5 622 144.4 700 113.4 402 131.0 782 10x0 I= 121.4 766 00.7 092 114.8 766 76.6 002 fa6A 746 84.8 992 106.0 744 60.7 892 106A 744 g J 6844 165.0 047 170.0 780 1379 847 1411.0 756 tftl.t 047 130.7 766 10.1.1 917 117.7 762 BI9 OIT 1067 736 62.7 017 102.2 727 08.8 017 QSd 713 68.1 847 84.0 711 61.7 917 91.0 711 Z fA g m 9 7213 135.0 648 142.7 d.3 1132 610 121.6 722 07.0 649 106.0 700 84.9 948 964 806 75.6 818 50.7 666 67.0 619 tl27 675 689 649 16.3 659 46.6 840 72.5 652 42.6 849 72,4 661 S� (11 78h 156.6 762 22x.7 98.3 762 102.6 852 82.6 782 80.0 640 722 752 80.8 629 642 762 742 820 57.6 762 692 8f3 4&1 162 62.8 602 41.3 762 59.8 697 36.t Jet 69.4 695 } z 7013 108.9 724 fli.469.0 724 949 621 763 724 62.9 609 68,8 724 74.4 590 59.4 724 08.1 691 63,4 n4l 63.4 553 44.5 724 57.3 573 362 724 51,3 687 33.4 724 67.5 565 Q J ,`T.,• BD In 80.8 543 71.0 58.0 613 60.7 414 40.7 643 $2.9 466 43.6 543 47.1 468 36.0 643 42.6 452 34.6 60 30.5 448 28.0 643 34.0 438 24.0 643 32.1 430 21.7 543 30.7 426 Z 0 O 9613 67.3 476 689 47.8 478 49.7 419 40.9 478 431 tie 36.8 4714 36.5 408 35.6 478 34.6 400 28.7 476 32A 340. 23.9 478 28.5 388 24.6 476 26.8 380 17.0 478 243 378 U) .. 5L) 64 108 In 40.3 377 41A 33.6 377 34A 330. 28. M309 330 26.2 3n 28.@ 323 22.4 377 24.0 321 201371 220 3t7 16.8 377 19.0 310 14A 377 17.1 304 r37.1 357 37.6 30.11 357 31.6 316 20.6N357 *03713 232 357 74.4 308 20.8 367 22A 303 19.3 357 20.1 301 164 357 17.4 204 7{ X X 12013 28.3 308 20.8 279 219 3116 26.1 274 2tA 163 308 {e2 287 58.3 300 17.3 283Q 144 X In 17.0 212 17.2 IBB d CY '2 0 TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: _ Anchorca eat tab101ba ANCHORCAP.,,g,,,,,,� Subebat¢ 2.7k Concrelo 3.5x W4. HWI-CMU Fded CMU PT Woad W1.1 (DP„}X t )=ANCHOR CAP.,„, 5118•Eko 1N'SS Elco 5118•Elco 1N•93 Elco 010 Steel •t2 Steel 012 Bled MULLION CAP.,p"„�, AnchcrCiipPattern• MahaType: 3tt6'EkatMlmaan 114•Ekoudrsaan W-mon Yfe-EkOWaaan SK'EkaU6ram A04mG.W *bacon Awe0aW 8crew(G5)8amw(G5) Scmw((35) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed4a palanoo(in), r Zan• I- 2-Itr 3.116• I• 2-172• t• 2-Irr 2• 3-Ur 2' 0.46• 0.64' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emb6dmmt(If t-3/r 1.3/48 i•YV r 5-N4• 1-114' 1-Ur 1.514' mw 1.114• r tat8' fate• %ad" ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhm®4.76'MIn.O.C.18 tanlad a0Bse1 Cxp tFq.182)' 390 roe 3909m 450 lb. 690 M 1644 I* 170Im 2801* 351'-6 740 ha 3741* Be4lba 0101* Sat ID6 4 21* 580 M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aahm 0 2.25'Mt.,O.0 7 Swdard la Ober}Cip(Fq.3): 700 JW 700 0» 5801* 14100. 952 V. WA 5601* WA 5301* NIA 8801* WA 682 Mn 8851-a 1120 t CAPACITY(FROM THE TABLE)OF THE SELECTED BAr,otxxe®1.15'In.O.C,)Stendar0(a Obetl Clip ffq,4t B60I* 11001* WA WA WA WA 760 Wa WA WA WA ISA WA 136300. 1770 W4 22401* MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Anchors 0 Y Mh.O.C.1(2)295 Arple Tffq.57 7606* 78e me 6800s 1560156 16961. 640 Bs 5601113 WA 760 be 748 IDS 6601* 1892Ib6 6529» US Me 1120 Mae CAPACITY WHICH MAY BE USED TO QUALIFY B Anebwa 0 3•Min.O.C.1 R)265 Angle Oipa t ft.6): 11701-6 11101* 1020 W6 23401* 2614 I* 0101ba 8401* WA 1140104 112206 1320IDa 2839 It. 1022 M3 m271b6 1890 I* ADDITIONAL ANCHOR OPTIONS FROM THE d Arictpm Q0A5•MIn,O.C.t U{Sra h,10.125-Aim.{Fq.7}: wA WA WA WA WA WA WA wA WA WA wA wA WA WA 143026 ANCHOR CAPACITY TABLE. 2 Aah 0226'Min.O,CJ FL7q(Fig.81 35000. 3501* 29090. 7051* 4781* WA 2801* WA 3151* WA 1401* WA 341W 4421-0. 6801* PROOUCr REVISED 4 Anahom t.1V Min.O.Gf F-Wp(fq.9y 4804* Nor. WA MIA WA WA 3601* WA WA wA WA WA W2 WS 8651* St20 Na as'cOmplyina with Yla FI0rN19 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Aeac1ep11�aIce�Na}{p-1121$•p Expimlice Dale 4( TABLE NOTES: B FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9., Miami da pro • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE �t1 V t • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS iSALLOWABLE. ,� .•'ocl:NSF'•.F� 4^:• '•,it • • • • • • o • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SNOW FIGURE 6: FIGURE 5: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125" %�/�'•'•. t� �°` SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.726'THICK.STEEL Lt� ,LORtD.`.•'�j, STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK �-T� ��f�n'S ANGLE CUP(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& 1"X 4"X 125 i I J�7 r r,l 11 t if #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN ALLER,P.E. FL P.E.#58705 TABLE 7A Mullion Capacity Table Ibs7Re Opening Width((or verBmfiy-spam(ng mWlols)orOpening Height(for rodtnrtalty-spanNng mull ons) Sol. 60 In 701n So In 901n ISO N 1201n 140 in 1001nf x4 �( D Rednog,daz Traprrlooq. Ftoo.Idra Trnprina" Reatanpdar TraprTdeng. Ratangdar TrojMlanq. Raatangwer 7rapRi9np. R-Unn2L#w Trap(Tdano. Redangulu Tropr7dang. Rsatdgtiar trupmiang. RaatangOlar 7mp1141 Alum Tube lnadrg Loodn9 Loadng Lmdng Loadng loadrg taadng London loafing Loading •Lwdrg Loadnq lAednp Loednp Loadhp Loafing Lo4dnp Lowing Sx 0.g g.T., p ha r^ r Mullion I, l n�I y1t I � � !LI a I_ X11 {�.r a a I I$$a I kg,!a I'�5$$ � rpt �l j$�${ � �gyp; � �$�6$. � t- S d>K i K C <4' $ tYS 8 4K I IC I <I ; d a 3 SI I I fids 4 1K 3 1C' Z 421n 170.0 520 170.0 435 170.0 744 V11.0 476 170.0 Sam 170.0 WO 170.0 1 992 IRA 519 IRA Ilia 00A 521 170.0 1240 170.0 521 170.0 1408 170.0 622 170.0 1735 170.0 621 170,0 1903 170.0 521 0 481- 170.0 700 170.0 624 110.0 050 170.0 604 1170.01 992 170.0 030 170.0 1133 170.0 501 170.0 1276 170.0 en 170.0 1417 170.0 680 170.0 1700 170.0 600 110.0 1933 170.0 680 151.0 2024 1 170.0 000 x 50.6251- 170.0 1 747 170.0 603 170.0 1 496 IRA 031 170.0 1040 170.0 884 7700 1195 170.0 723 170.0 1345 iron 747 170.0 1494 170.0 760 170.0 1783 170.0 766 160.0 1010 170.0 1 756 1301 1214 170.0 1 T66 &In I7o.0 797 170.0 612 170.0 056 V11.0 091 170.0 Ilia 170.0 764 170.0 1275 170.0 803 170.0 1434 1 IRA 837 170.0 1594 170.0 055 169.0 1789 170.0 061 137.2 MIS 170.0 881 120.0 1709 170.0 1 881 LU O 0 601. 170.0 065 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 875 170.6 1417 170.0 W4 t70.q 1664 170.0 996 155.6 1619 IT0.0 1033 129.6 1619 270.0 1063 111.0 NO 170.0 1083 97.2 784 170.0 1083 4D 63 In 170.0 930 170.0 745 170,0 1116 1109 860 110A 1302 IRIS 940 IVA 140a 170.0 RRII 1687 1642 1709 1076 141.0 1542 170.0 1122 Hu 1642 Ina 1168 1001 1642 1674 1167 00.1 1542 1675 1157 � J 5 60 in 170.0 974 170.0 709 170.0 1169 170.0 903 170.0 1354 170.0 100.2 140.6 1412 170,0 1086 142.8 1477 18a.8 1148 126.5 1472 164.0 1130 107.1 1412 47.6 1100 01.E 1472 140.0 1104 60.3 1472 146.0 1104 W zd 721n 170.0 1063 170.0 IRS MA 1215 170.0 t009 t50.a 1320 166.2 1101 1320 1320 149.9 1082 111.3 1320 1-37.8 1058 105.0 1320 1211.8 1040 68.0 1320 117.0 1024 76.4 1320 MA 1013 66.0 1320 112.5 1012 a- 76 In 170.0 1122 170.0 937 149.6 1154 tSSA 1013 1282 1184 1325 904 512.2 1164 125.7 978 99.7 1164 116.3 064 69.11 1104 107.5 952 74.6 1164 97.8 935 84.1 1184 93.1 927 58.1 1164 02.3 025 +"8 76 In V57.6 1124 170.0 887 130.1 1124 147.0 965 110.6 1124 125.0 047 1031 1124 115.6 831 02.3 1124 105.0 910 03.0 1124 66.6 906 09.2 1124 08.0 690 59.3 1124 64.3 681 $1.9 1124 61.2 875 ¢ J fll 6" ttt.6 750 90.1 044 94.3 730 77.2 844 02.1 M4 871 044 73.3 712 60.1 64 66.5 702 54.8 841 611 693 451 544 64.2 670 38.0 644 60.0 068 335 SH 47.7 662 Q 743 91.6 863 74.2 742 172 652 63.6 742 67.2 641 65.7 742 69.4 dti 115 742 54.1 622 44.6 742 49.8 64 37.1 742 43.0 600 311 742 301 560 27.5 742 37.6 404 ¢ Z O m i4a . 5811 67.9 530 52.1 $66 53.8 621 M.7 606 40.6 513 39.1 580 41,4 565 34.6 660 37,3 490 31.3 583 342 492 25.1 566 29.6 451 22.3 608 20.0 472 19.6 589 24.7 406 L?dr 555 60.0 503 40,0 655 40.5 495 41.2 655 429 467 38.0 655 36.0 480 32.0 665 34.2 473 MIS 50 31.3 467 241 565 27.5 467 20.6 655 24.3 440 14.0 555 22.4 442 w 47S 40.4 {]3 36.0 476 39.0 428 326 47S 3].7 {20 20.0 47S 29.6 411 26.3 476 201 409 22B 475 24.5 404 19.0 {75 21.1 JR5 10.3 475 1a. 37117 11.3 175 17.1 361 y 28.4 ]30 10,7 305 22.0 330 22.{ 301 18.0 330 16.7 707 te.15 370 17.0 293 Q r z d 00 d Z xN f0. TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: .0 ma Anchor Ce act Tabla fibs) ANCHORCAP.,,e,,,,,, subalmW 2.7k corcrMa 3.11 Coto. Hot-CMU FEW CMU PT'AUod Melai (DP-)X11 }=ANCHOR CAP.,,, 5!IB•Ebo 1q'8S Elaa 91B'Elco iH'611 Eka 410 311181 812 91481 M12 Sted MULLION CAP.r4,.,.,,,, Anchor ClipPanam6 Anclmrtypa: 3716'erowlmaan vt•Ekaw9ac5n a9acm Yt6•EbawOocm i/PFxoUBrocm Aggrecetw Unmcon AggtoGatar Samwld5)so-(G5) sv-(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edoo Wla.a(InI: r 2-Irl• I 1• 2-1n• 3.1/8• 1• 1 2.1W r I 2-Mr x 1 3.116• r 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN E1: ant Mk 1-354' 1114' 1.314' 9-ffi4' r i-Sm t-i/4' i-IA* 1dN' 1.114• 1.114' r 1.31W I-wr rode. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Awbom 0 4.75•Min.O.C,/Standud or Oft CAp""162): 790 lbs 3M ba 45016. ORi1. 184411. 270 lbs 280 t1. 354 bs 740 be 31416. 8611bs BIB IDs 311 I1. M21w SBO IDJ OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anch-@ 2.25•Wit.C.C.T Slandar4(°1058.1)Cap ffq.$: 700&4 700 i1. 500 roe 141011. 052IM WA Sao to. WA Mo Im WA 80011. WA 692 bs 88510. 1126 r a CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amba& 1.15-MIA.O.C.I Slondwd(ar Oftel)COP fist q: 960 b5 140011. WA WA WA WA T001w WA WA WA NA WA im3lba 117011. 2240 we MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Awh,roar Ml-C.C.1(2)2c5An*Cline/(Fig.5T 7609» 786 bs 660 ba 1560 Joe 1696 RA 540 ted 560Iw WA 1800u 74811. SW to. 16921as 1162 ms @6511. 11201b CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchorn 0 34 Min.0.0.1(212.3 An01e dips I(Fig.e): WON MOM 102a Ibs 2340 lbs 264411. $to 1w butlbs WA 1140!be 1122 lb. 1320164 2936Iw 1022 rm i3271M testi Na ADDITIONAL AND OPTIONS FROM THE 4 A+ch-C 0.45'M.O.C./U42ip•into.125•Alam.(Ftp.7y WA WA WA WA WA WA WA WA WA WA WA WA WA NA 430•e ANCHOR CAPACITY TABLE, 2 Nwhoro 0 7.25•Mbl.O.CI F4]Iv 1Fp.By 150 i1. 350 bs 190 r. 705 ba 476 i1. NIA 250[be WA 31511. WA NO t1. WA Nl i1. N21w 560 ibe PRODUCT REVISED 4 Anchom 0 1.15•Min,O.C7 F131p(Fq.BT 400911 700 ba WA WA WA WA 36011. WA WA WA WA WA 602 bs 685 We 112011. ns complyiug with 41.Flolido NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Bwtdmg Coda -j 1.002' f- 1.000" r^ Ac acpLancclool6'o218.R7j R pipet Date TABLE NOTES: BY FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4' FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION won,Dada tr-odeyo; • • • ♦ • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, I I l I I I t I • ♦ ♦ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��yn:��•�Yt�N.hft((`r�i� .'S.•'LICEIdS@ •. �'r • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 0" 4000• SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00 . No.50705 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .. FIGURES: FIGURE 6: FIGURE 7: L." 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACV 361 SPECIFICATIONS.HOLLOW AND !. ( I.U' • • • • ROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE �. ( .IDE Dy ;W • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.65.ALUMINUM SHALL BE .•:.,� • .376' .375' 6063-T5 AND BEA MINIMUM OFA THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' CStr,. THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS -�• ��17 31f�1(•$jt�, ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' I 1'X 4•X.375' A.LS'NNIMILLE"F�,P.E. ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#LVA, TABLE 8A Mullion Ca acl TablO Ibse a � Opening LNloth(tor Lf3rbco*vparr9ng mumorLs)or Opening Height((or hodzorrallyspartring mu0ons} 501n 80 In 701n 001 90 in 100 In f201n 1401. 160 in126,X • Reefanp- 7aWm-m Recl.10.i 7nyYldattp. Radmoular TraptIlimi. Rootangoier Trapirrimo, itaetNc7w Tmp'meng. L.W.RecTr WTaane. Rectuplw T 4 3.188"x Loadng Loading Loading Loedng Lmdng Loadng Loading Wooing LoadApp Loaanp Loadng Loodng Lo dog Loading laodnp� Trete Red TreWt g. Y Mull Tub g z � 121. 170.0 820 170.0 437 170.01 714 170A 473 170.0 Na 1780500 170,0 992 170.1) 51@ 1700 1118 iTOA 624 170.0 1240 170.0 621 170.0 1468 170.0 621 170.0 1735 170.0 624 161.0 1780 470.0 511 :3481. 170.0 7D6 170.0 524 170,0 650 470.0 664 1]0.0 892 170.0 830 170.0 1133 170.0 661 170.0 12]5 170.0 677 170.0 1417 170.0 500 INA 1645 170.0 Oa0 1327 1618 170.0 680 110.1 1616 170.0 660 50.8251 1170.0 747 170.0 663 170.0 808 170.0 631 170.0 1048 170.0 64 6 170.0 1193 1 170.0.1 723 178.0 1345 170.0 747 187.0 1488 170.0 760 139.2 14W 1170.8 1 756 119.3 1488 170.0 766 161.4 1486 170.0 760 D- 6411 $70.01 797 170.0 812 170.0 050 170.0 691 170.0 1116 170.0 761 170.0 1275 170.0 803 103.1 1310 170.0 837 146.6 1378 170.0 856 122.3 1310 170.0 801 161.6 1376 170.0 661 01.7 1376 170.0 4401 m Oto Oh 60 In 170.0 ells 170.0 Tot 170.0 1003 170.0 797 156.9 1155 170.0 870 130.0 1155 167.1 030 123.6 1158 166.8 gig 111.2 1158 130.0 012 82.7 1156 14ke 005 70.4 1158 144.5 005 50.5 1156 144.8 905 (�- W 110 J 631n 170.4 030 170.0 746 160.5 1431 170.0 850 1372 1051 155.8 542 520.1 105t 1420 940 106.7 fair 132.3 837 06.1 1051 125.7 MD 80.1 10SI 118.6 822 68.8 1051 IRA 621 60.0 105t 119,1 821 Ly J g 661n 167.1 057 170.0 760 139.3 957 151.6 ODS 110.4 957 134.0 700 INA 957 121.6 T7T 92.6 057 112.8 767 036 857 106A 769 69.8 057 100.0 760 60.7 957 9pA 74a 622 057 984 746 Z 4 721. 126.7 604 135.2 808 107.3 604 116.2 861 91.9 801 101.3 871 m.{ 004 DIA 640 71.5 804 84.1 650 61.4 ODi 766 013 63.0 861 72.3 633 16.0 604 69.9 429 40.2 30; 69.6 028 {$p! � 7810 404.0 722 114.4 630 @112 ]22 97.2 846 7A2 772 86.3 epd 69.4 722 78.7 608 80.8 721 70.3 588 SC7 722 65.6 560 46.6 722 694 670 30.1 722 66.7 583 34.2 772 68.2 504 = V 5 761n 101.2 665 105.0 8D0 04A 645 00.8 Epp 713 065 76.5 671 63.7 665 70.5 586 56.2 055 04.5 660 60.0 085 80.1 653 42.2 086 61.3 543 38.2 095 01.4 537 31.0 655 50.7 536 ~ N ¢ m o 601. 86.9 513 88A 157 6i.9 615 d74 110 47.f 675 50.1 441 {12 did N.7 434 38A 516 40.6 428 33A SS6 37A 122 274 aYb 33.4 4f3 Z34 515 304 107 20.0 Sib 20.1 404 X z Z O 0611 54.3 453 55.8 404 45.3 463 47.1 307 30.8 453 41.0 301 33.9 453 38.4 345 30.2 463 33.0 379 27.2 461 30.1 374 22.8 453 26.6 306 19.4 453 24.3 360 17.0 463 229 359 OD 106 In 30.1 353 30.0 323 31.8 360 32.0 310 27.2 358 25A 313 23.8 336 25.2[130 312 350 22.7 304 18.1 366 20.0 app 10.0 358 15.0 293fn 35.1 336 35.8 3% 20.3 334 30.1301 25.1 338 26.1 297 22.0 338 23.2203 19.6 338 20.0 250 17.8 338 10.1 283 x 52 Nimin 2].0 280 28.3 284 23.2 200 23.0 260 10.0 280 20.0 250 17.4 290 402253 15.4 200 10,4 240 F^ 14461 16.1 ZO1 16.3 190 Q I C4 +� Z m a rn TALE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA; � a AnchorCe acl Table!be ANCHOR CAP.,,"„�, �w -o Ix SUD3U5Ie 2.7X fbncreio 35k Cone, tidxw OAU F4kO CMU PTWoM metal (DP,}X( }=ANCHOR CAP.,,, 91T Elto U4.5S Ek0 91G Eko f7r SS Elto qiD Stoo g1281ad g12sleel MULLION CAP.,,a„„ AnehurClip Patteme NrcteQ Type 371BEko uBracm yr Ekoutratati U6mcon 3"18•Elco Unfaccn v4•EkOUtrawn �dyy« U6racm AmmOefe Scmw(cd)Scrdr(GM serdtr(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Fage Distance M) V 2•v?• 1' 2-v7 31(8' 1" 2-v2' 1• 2.117 7 3410' 7 0.48• OW 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN H.badnmi n tarn tarn 1-314' fa7r 2' 1.114' Mir 1.14• 1-ur t.t14- I.tff 2' lam" 1•s•e' s ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm 0 4.70 6Un 0..C.I Standard a 06e1 Cpp(Rp!) 390 M. 9m Ms 450 Ms 000 p0. tial Ms 2709. Zap ltd 361 Ms 7/0.m 374 0.a 664 Ws 9460A 34110% 44218 460 M6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnehaM 42 IAA 911 C.0 I Stw4ud 000) (flg 2F 40 M. 7m ms NIA WA NTA NIA amus NIA WA NIA WA WA 652 Ms 886Ms 1120 its CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmhDm Q W MN.O.C.1(2)215 Angle CUPS I IRS 31 7m Ms ie-0 6m lbs 1sm0o toosibs MOMS 6m Its NIA 76011. 748 los sm Im 100290 482 Ms 065 Ms 1120 to MULLION.IT WILL YIELD A MINIMUM ANCHOR d ARtdr.42}0.i`i'MN.OL,i U�1•into.12(7 Akatt.f a4) WA WA NIA WA NIA NIA WA NIA WA NU WA WA NTA WA !4509. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amlorl F•COp IRO 53 195 Ms too be ?259. M6 k% 4220.e 133 Ms top Do 1P Ibs 3701he 107bs =Ile 413-1n0M. 221 De 2509. ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnm0l.16'MIBO.CIF•C 24019 350 Ms WA NTA 111.0 NIA 1009. MIA WA NTA 111.0 WA 3li M9 412 M1 604 M6 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. us PRODUCT REVISED ODUCT with iib i'141tida Building Cad6 Rfo"621 FIGURE I: FIGURE 2: TABLE NOTES: Acceptmtte 740.- �•p•3 • • • . Ey inDau 4bZl ! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION D ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MiwnI D FrO&O 1111111!/ 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE `��1 O`4 LYNN'IIf/z NSF FIGURE 3: +. 2. !,� r ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR.i ` XACT DIMENSIONS,SFE 3.168• _ x:•y1r;f-. •' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEN VONAL RESTRICTIONS y; BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ DSo.,8705 285" � _ IN PAIRS. q}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL L •..0O Lp Crl:_ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE )'., SCIL 0' 6063-T6ANDBEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE33AN0 ^r,•'.,A'CORtpI:'.•'(�'•:' 1.25'X 3.188'X.205"MULLION .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL l�stt"•••••. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLION) ! #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LrYN?aM)Ll��i,P.E. FL P.E.#58705 TABLE 9A �� Mullion Ca aulty Table(lbelfla) �' F Opening Width(forvergealh-spsnrdng mullions)or Opening Height(for Mdzontanybpamlrq md50m) Ed5 50 in 60 N 701, BOIn BO In 1001. IN N 140 In 160 In < O 1.26x3.25 Rectenwi. Tmplyden9 Roolorgulac Trapfldanp. fteclanIne r Tmp'rdan9. R3onneuln TNp/TdIn9. ReetangAr Tnp•Tn.ng. RWW' Tnprrrkn9. fteclenpular TnprrMg. AmUngubr Tmpgb g. Recnn9ular Tnp'rdang100 1 . �p4 Lowing Lowing Loadng L.,. LoaOeg Loadrg Laadrg Loedirg L3ednp Loadnp lnodig Lo3akg LaNg Loadn9 LoaBeg Loading Loading Ladn9 LO ion AIMullTu6e tlfifi p'fig {1 p A• hq yy 4q qp` qy` qp qp g qy qp qp�' yq (N m Z �LN 41 n 170.0 670 170.0 135 170.0 741 170.0 478 170.0 868 170.0 NO 170.0 992 170.0 619 170.0 1116 1780 621 163.3 1110 170.0 621 127.7 1118 170.0 611 109.5 1116 170.0 521 95.6 1118 170.0 521 0 46 In 170.0 100 170.0 671 170A 850 110.0 584 107.8 978 170.D 630 1141 970 110.0 061 130.1 979 170.0 877 117.] WB 170.0 680 97.8 BiB 170.0 860 M.0 878 170,0 880 73.3 978 170.0 880 UJI 50.626 N 170.0 747 170.0 683 00.0 696 110.0 031 150.1 D27 170.0 081 131.0 021 188.6 708 117.3 927 159.1 689 105.5 027 158.3 688 81.9 927 166.3 696 75.4 921 156.7 895 85.9 617 156.3 695 U) R til In 170.0 707 170.0 612 16/.S B6B 170.0 BBI 112.6 869 163.8 BB3 116.8 809 1d1.8 688 10].0 689 171.0 660 92.7 869 USA 654 77.3 889 128.0 652 68.2 869 120.6 652 57,8 869 128.0 852 �e () fi0 N 143,2 740 153.8 831 119,4 746 132,3 620 102.3 740 117.6 608 88.5 748 101.8 699 79.6 746 101.0 691 71.6 7le 96.6 687 59.7 146 919 583 51.2 146 93.3 663 44.8 110 833 583 W CO ~ m CO 83 in 123,7 677 137,0 570 MA 077 11]9 566 684 617 100.4 455 77.3 677 81.4 546 88.7 677 85,2 639 01.9 677 81.0 534 01.0 817 77.0 619 11.2 077 78.7 528 30.7 877 141 529 J 66 in 107.0 617 114.1 670 89.7 817 97.8 519 76.0 B/7 68.3 509 67,3 BIT 78.3 500 59.6 617 12.8 491 81.0 017 68.7 489 11.8 617 64.4 483 3B.4 817 81,7 482 33.6 017 63.7 487 0 d 7 Ln c 6 721. 82.9 SIB 07.1 460 80.1 616 749 110 699 518 B5.2 432 51.6 518 58A 425 40.1 618 64.7 418 11.4 618 50.1 111 31.5 618 18.0 108 N.8 618 16.0 406 26,0 518 15.0 405 Z zg+ $$ is In 70.6 465 73.7 108 58.7 165 82.0 398 50.3 486 Ii1.9 390 11.1 186 IBA 364 38.2 4165 15.3 378 35.2 465 12.2 374 29.4 465 30.3 387 25.2 465 36.5 364 22.0 465 36.2 303 IB In 85.2 411 BB.0 307 61.3 111 57.7 378 48.8 441 50.8 372 40.8 441 45.4 306 36.2 441 41.6 380 326 441 38.7 368 27.2 441 34.0 Me 23.3 441 33.1 348 20.4 441 327 345 J 9D In 42.4 332 43.6 296 35.4 332 31.0 289 30.3 332 32.3 284 28.5 312 28.8 280 23.6 332 28.1 276 21.2 337 24.1 21Y 17.7 332 71.3 286 169 331 19.8 782 113 JJ2 18.7 280 - ¢ r O Q C BBN 17.0 781 36.9 100 29.1 281 30.3 256 26.0 791 26.4 267 21.9 291 33.5 248 19A 281 21.3 2N 17.5 281 19.6 741 11.8 201 11.1 230 17.6 291 15.6 232 N 106 N N.0 2]0 241 YOB 70.6 730 71.1 205 11.6 730 18.J 701 15A 230 16.1 198 ¢ X'_.Z C 111 N x2.6 218 211 181 189 218 10.4 191 16.7 218 180 101 11.1 x16 f1A 168 F) N 170N ITA 187 162 170 11,9 187 16.3 181 Tn Cl d X U C, Z TABLE 913 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce act Table Ib9 ANCHOR CAP,,,o,,,,,,`1 � BlAelmta: 2.7k Co Tele 35k Cane. Hallow cmu Filbd CMU PT Waoa Metal (ppm)X( /-ANCHOR CAP.q, 5/18'Elw 111.06 Elco Y1g'Eleo 114.99 Elco p10 Steel 012 Steal 012 Sled (MULLION CAP.,,,,,,,.•„ Archaf Type; 3118'Elw Ullmca0 1N•Elco Uiueom 3110•Elco ulwcon fir El..Umacan USE THIS FORMULA TO OBTAIN THE`ANCHOR Anchor Clip Patterns Unmaw AO9reGelrc Ulhecm Apga(9enf 8erew(G6)9Claw(G5) 9a19w((35) Edge Dlalsnce pny 1' 2-vr v 2alr 3.116• P 2-112• 1' 2.lir 2' 3•ve• 2' o.1a• Bs4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emhedmwl M f•SI/• +-314• 1.3x4• "4• r 1.114• 1-114- 1.11/• 1-114• 1-114• 1-114' 2• 1318• tars• evkc ACTUAL PRESSURE REQUIREMENT FOR THE 2A.F. A1.1WMIn.O.C.1 Su.MId"Offset Clip[Fig.ly 39011. 390 ms 450 tea eMIle IB441bs 270 ms 100 ms ]5111. 740 Ile 374[be 664 Iba 94617, 311 ma 4421bo 56010; OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amht ®1.15•Min.O.C.151an�14 W 06seq Clip(FV,21. 4601.3 700 w; WA WA NIA WA Seo ma WA NIA WA WA WA 662%,, 6851. 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Allctla3®3'MN.O.C./(2)L5 Angle gW3I(Fig.3y 760 W 780 In 080 ma 15601.3 1896 be slo ro3 SBO IW WA 760 Its 748 in Bao 1.3 1892 ma 002 ma W5 to Man. MULLION.IT WILL YIELD A MIN IMUM ANCHOR 3 Amha3®0.54'No.O.C./U471p,Nm.100'Alum.(Fig.4I: WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 9505, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amha!F171p(Fig.5): 18511. 19511. 2251tw MS ma 82211. 135109 14016, min 77011. 16I In 932 ma 47311. 170163 221 163 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchar9 1.15'MIn.O.C1FCBp(Fg.el: 210W 3501. WA WA WA WA 18011. WA NIA WA WA WA 341 In 44711. 5ti01De ..HGR CAPACITY TABLE. pRC)UCT REVISED 113 cu Plying with Iiia Florida Uuildulg Code�_�1e•O.j FIGURE 1: FIGURE 2: 1.260' AcceMaoce TABLE NOTES: L+xpi�11 021 • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dade 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � LYNN FIGURE 3: 3.260• .� i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ••''•V)C(=1�tif •'•�� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ``71 '•,3'c • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, _ -r; No,58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ .100. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL -0 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %"A,(r'. 1 ` C1� 6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •' S A( p I:.•• .. CK AND A3B.ALL ® ANCHORS INTO META(18 L SHALL EXTEND AT LEAST 3 SCREW THREAD BIEYOND THEM TERIAL. 1.25'X MULLION X.100' ` ION \•;11; � MULLION UN #10 d#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR410 S.S. A.LYN4MILLEN,P.E. • FL P.E.#58705 TABLE 10A Mullion Capacity Table(Ihadla) Opening Width(forvedicaly-speludn9m191ions)orOpsning Height(for harizode9y6penni g mullions) �•-� son 601. 701. 90 In 90 in 100 in 120 in 140 in 1604 o 116%316 RaelmpJm Tragfung. Reclangrlm Tiapfrdan9. Recimilulor Trap/Tdang Raelaawlia Tepfrdang. Raclangidar Tiap/7dan9. Radm9ulm Trip?dang. R.Ihnglm Treprrriarp 11.0 g.lar Tnpffdang. Reela.gidar Trap?rienp. R k.624 Loadn9 Loading LOadnp Leading loading Loading Loading Loading loading Lnad'uq Loading Loading Loafing Loading Loading lading Loading Loadory oY U AILO MUlllon a .�w .8 1, E � 9 .H 'E.. 'E .. 1 E.. .r .5.. E .. s 7L eyes & a� �r< �€ a a@ € irk e� a 3 = c� u v s 9 E u� u 5 u u� uv eg u Lv u u s u� d � a %s _ � � U) �a E� sa �a a � fay �a@ �a � �a �a � as �� a � as � asa �a � as sA as a as o 42 in 170.0 620 110.0 435 170.0 741 170.0 478 110.0 860 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 641 170.0 1735 1700 521 170.0 19a3 170.0 521 48 in 170.0 708 170.0 624 170.0 050 170.0 504 110.0 992 170.0 630 110.0 1137 170.0 661 170.0 1275 110.0 677 170.0 1417 170.0 SBO 170.0 1700 1700 600 169.7 1979 1700 680 148.6 1979 170.0 Us _ _ 50.626 in iT0.0 747 170.0 563 170.0 096 170.0 671 170.0 1046 17'0.0 684 170.0 1195 170.0 723 170,0 1315 170.0 747 170.0 191 170.0 756 170.0 1793 170.0 766 152.6 1977 170.0 766 133.6 1677 170.0 766 fn �s 5414 170.0 791 170.0 612 170.0 8S6 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 831 170.0 1594 110.0 858 MIA 1769 170.0 851 134.1 1759 110.0 861 117.3 1769 170.0 661 m 601n 170.0 085 170.0 701 1700 1063 110.0 797 170.0 1240 170.0 070 WOO 117 Woo 814 161.1 1511 170.0 996 145.0 1611 110.0 1033 120.8 1511 170.0 1053 1016 1611 1700 1063 90.6 1511 170.0 1063 F Com.) t0 co 631n 110.0 930 170.0 746 170.0 1116 110.0 960 170.0 1302 170.0 940 166.6 1770 ITD.D 1015 139.7 1370 170.0 1076 126.3 1310 161.0 1082 1 N 1370 165.9 1012 09.6 1370 165.3 1070 78.] 1310 165.3 1070 � LU 6614 170.0 914 170.0 769 170.0 1169 VIA 903 165.6 1218 170.0 1D32 1362 1248 168.6 1017 121.1 1218 147.1 1000 IOU 1210 179.0 909 90.6 1248 130.4 970 77.8 1248 129.0 976 68.1 1248 129.0 976 z N i m J it in 167.8 1019 110.0 978 139.9 1049 160.7 092 119.8 10/9 132.1 676 101.9 ID19 119.1 660 07.2 1016 109.7 010 87.9 1019 102.1 976 69.9 1019 91.7 625 59.9 1019 917 620 61.4 1619 91.1 020 J g 76 in 1/7.i 911 19.1 627 119.9 911 126.0 005 101.9 441 111.2 791 89.7 041 100.0 777 79.3 911 91.7 765 7L1 911 66.5 757 69.6 841 77.6 714 61.0 911 11.0 737 11.6 911 T3.] 736 J 31 F961n 132.0 897 137.6 783 110.0 894 116.9 i6i 917 691 102.1 T6] 92.5 Bbl 91.9 No 17.3 891 01.1 730 66.0 091 78.] 721 65.0 991 70.7 701 II.I 991 67.0 701 11.7 841 66.1 696 Q 0.5.9 611 00.1 596 71.6 611 71.9 565 614 611 65.3 576 57.7 671 58.2 606 17.} 671 62.9 668 17.0 671 48.8 SSI 75.6 671 17.1 639 70.7 671 79.7 571 26.9 671 37.9 626 Q p) C 70.0 590 77.8 627 69.0 680 61./ 518 60.6 590 611 509 11.3 590 17.6 602 79.7 690 1].0 491 35.1 590 79.0 180 29.5 690 71.7 171 K.] 690 71.6 169 27.1 590 29.6 461 H X Z C 49.7 460 60.0 421 IfA 465 176 414 35.6 456 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27,1 391 20.7 466 23.6 382 VA 456 21.2 316 15.6 466 19.6 370 =�15.0 411r2l 400 30.2 441 79.7 ]93 32.7 441 31.1 367 26fi 141 30.2 387 x6.1 441 272 376 22.9 Ut 24.9 372 19.1 441 21.6 36) 16.4 N1 19.3 356 1/.] 111 Ii.e 351 c 36.7 376 31 ]0.2 778 71.0 739 25.9 770 266 ]3/ 22.7 376 2],7 929 20.1 776 217 726 iB.t 776 19.5 771 16.1 378 16.7 714 X 52 LO 21.0 262 242 175 262 17.0 239 15.0 262 15.3 236 () N Q O O TABLE 108 .9 Z AnchorCapeclry Table(160) - NCHOR CAPACITY ADJUSTMENT FORMULA: y� SubalmOx le. 2.7kcrde 35kOwc. HdIOW CMU Fmcdcmu PTWocc msel ANCHOR CAP.,,,,,,„r a (DFw,)X( )=ANCHOR CAP.,,, Nle*Eico v4'SS Eco Nle*Elco lir SS FJco 910 Sled 812 Steal 012 Steel MULLION CAP.,-,_ AnchorCllp PatternsN%ha Toe 3'ie*Elco Macon Ur Ek0U0racon UNacon 3'1e*EIl0 U0rdm yr EkOUNacon AffeGatorl U9nicon I AggroGulof Scmro(G6)SCn.W(05) Scln(l75) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Oslam.on) V 2-1/2' 1• 2.112• 3110' 1• 1 2-112' 1' 2-1,12' 2, 1 3-1/8' r oAV 0.51• 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN Embeunenl linj taro• Iafr 1,74' fyrr 1-v4• 1-v41 14f4• 1.1111" 1.114• 11.1/4• r 1-are' Ia/e* vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancisn@4.79-Min O.C.7 Sledard w 0leel Clp(F1g 1) 3B09a9 390 R9 4:O ms 600108 1611bs 27010 280073 351 ms 740 Its 374 ms 664 Ms 1 94610 341 Itis 44295 5609A OPENING,WH EN IT IS LOWER THAN THE MULLION , 4 Anclims®1.15•Mat O.O r StwOold(Dr Orbel)Cap(flg 2) 480 On 7009'0 NIA WA NIA N/A Sao its NIA WA NIA WAWA 682 lbs 88516 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar%la%s C T Min.O.C./11723SAn;le Cl Mg.3) 78019 70014 690 lbs ISM Its IMSMs 540 WS 56090 NIA 760lts 74893 880 Ws jig 2JUS GB2Ib3 885us 1201! MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhm Q 0.54-Min.O.C.I U-Cllis.lido AW Alum. 9 4) NIA WA NW WA NIA N!A WA NIA WA NIA tUA WA NIA WA 0600E CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhorl FCBp(R3 63 1951s 101 as 2251as 445 W3 672103 135ibs 140 ZE 1771s 3701b6 167{Ds 9321hs ns IM 1701bs 221105 280161 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anc1ER®1.15•Min O.CI F-Clip 09 61 24016 350 DE NfA WA NIA NIA 19094 NIA WA WA WA WA 341 93 1 442 94 1 6601M ANCHOR CAPACITY TABLE. HR(0)UCT REVISED as comply)ny with this I'NIrits Building Cd. 16•'62l$,6 FIGURE 1: FIGURE 2: Acacplrmc0 No ) TABLE NOTES: 1.250' Ex iration Dale / • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS'ON USING THE TABLES AND SHEET 26 FOR INFORMATION By • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miam•Dada t toduat {{{III IIIf 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ��.'�'��`'••C,L•IJS •/<<Cn/'" ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56106 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _� . U�•�• � / ,'7LY FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0 WOOD SHALL 624' l ) kis ! BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _L •3'• s"ft TE 1• i 6063-T6 AND BEA MINIMUM OF,.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %uf�••,,rL0(y{OF:,-•' • .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL �'�� 1 •••••••' Lei 010 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 3.25X.624' q10&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 7I r � A LYNNIfvfICLk P.E. FL P.E.#58705 TABLE 110 Mullion Capacity Table Ob■,R2) n OpenIng Width(lorvedlcaly,spaluUng mWiom)or0paning Height(brhorizartattyspanNng mU0om) 50 in 60 in 70 in 80 in 90 in 100 in 120 i, 14D in 160 in kl R.ct.ngutar T1np+Rirng. R.d."" TnPIT-W Rgdmpdrl Rnpltrtacp. Roctu�9utrr Tt.p+rdan9. R.,I9rq f VVITnmg. R..Wvaas D pTA.V R.ct.ngul.r T.pfTdarg. Rut ow.r Ti.p•(dan R.ct 0., Tu rbn ��3373 Q 1'2%B24 4 Lo.dog Laadb9 Lording Loadmp Lo d q Loud.➢ Leafing Loidnp Loading L..fto Lowfin9 Lwdrp Ln".g LgsenO I.d'np Loaduly LaWn9 Ladlnp oY s Alum.Tube .5 ',. •>.. '' E �' '�' �.. '.. �' .. '>r .g s" •n •� re >: •s §'.. �' �'; �' ,. Mullion a� a� a �a & :E ,2 �r� } & k� a �€ e k as a �� : e $ e� & �� 3� g e� 3 :� a N ss c, ti v v u v v v u u v,, cs u ra sa v u'o c, u o v e v u 8 ci o v s, .w � .� y fi'� € s g �a � s e P 073Ym _� xa � �a �a �a € sa �a a €a � �a �� fa �a � �a fad fa �a > e �a �a z Nh 121. 110.0 1 823 170.01 435 170.0 744 170.0 478 170.0 BMW 170.0 606 170.0 692 110.0 619 170.0 1116 17DA 621 170.0 1240 170.0 671 178.0 14a8 170.0 621 170.0 1735 170.0 $21 170.0 1983 170.0 621 O W 401n 110.0 708 110.0 $24 110.0 060 110.0 SBI 170.0 992 170,0 630 170.0 1133 170.0 661 110.0 1216 170.0 671 170A 1411 170.0 680 170.0 1700 170.0 MO 170.0 1983 170.0 US 110.0 2267 110.0 680 50.626» 110-0 147 1100 Sm IT0.0 696 17o.0 631 170-0 1666 170.0 684 170.0 1195 170.0 123 00.0 1345 Use 747 170.0 1461 1109 766 1740 1193 170.0 766 110.0 2022 170.0 766 110.0 2391 770.0 756 641n 110.0 191 170.0 612 1100 956 110.0 69I 110-0 1116 voe 164 110.0 1276 170-0 807 170.0 1434 170.0 831 110.0 1591 170-0 955 170.D 1913 110.0 061 170.0 2231 1100 561 160.2 2403 170.0 061 LU C, dB In 176.0 851 170.D lot USA 106] 110.0 797 110.0 1210 110.0 018 11011 1411 INA BN 170.0 1594 170.0 996 1TD.0 1771 170.0 1033 170.0 2126 170.0 1063 140.3 2163 170.0 1063 129.8 2163 170.0 1063 � dq W � Ilia 110.0 930 170.0 146 110a ills 170.0 850 170.0 1302 7701 910 I10.0 1408 170.0 1615 170.0 1673 170.0 1076 170.0 1859 110.0 1122 1669 2060 170.0 1169 1345 2060 170.0 1111 117.7 20M 110.0 1177 ~ W J "In 110.0 974 110.0 789 170.0 1169 170.0 903 170.0 ITN IlOA 1002 DOA 1656 170.0 1086 110.0 1753 170.0 1155 170-0 1910 170-0 1210 1470 1965 170.0 1216 122.6 1966 U0.0 1296 ID7.2 1966 11D.0 1286 Z i m 121. 110.0 1063 110.0 878 1700 1275 Use 1009 170.0 1419 110.0 it26 1100 3700 tIOA 1228 154.1 1134 1Me 1315 1]6.1 1134 169.0 1386 116.6 1734 156.9 1364 "A 1734 WA 1352 06.7 1731 150.2 1352 -1� 0 761n 170.0 1122 INS 031 170.0 1346 1700 1080 168.6 1556 110.0 1209 NIA ISM 10.2 1285 131.1 1656 ISIS 1266 111.9 1656 141.3 1261 963 1656 120.3 1229 B42 1555 122.3 1219 73.7 1651 121.2 1216 J� � 70117 170.0 1161 178.0 867 170.0 1781 170.0 1116 155.9 1177 169.3 1216 116.4 1477 152.0 1221 121.2 U77 139.1 120fi 109.1 1177 119.5 1191 90.9 1477 116.9 1169 71,9 1471 110.8 HIB 68.2-"".7 109.7 1164 G •-. t1, 94117 112.0 1119 1<6.5 986 1144 11 10 723.9 960 01.6 1110 1079 951 88.0 1H9 05.3 436 78.9 1110 875 972 719 1116 80.7 9/4 542 1110 71.3 891 60.1 7170 65.b 878 44.6 1110 62.7 070 III 4 N o 96117 111.0 915 120.7 672 97.6 915 101.5 066 97.6 875 B8,] 911 73.2 976 78.5 829 65.0 975 71.2 617 605 916 65.1 807 18.8 976 57.1 189 11.11 976 6Z.7 776 ]66 976 49.3 767 F xs2 0 108 in 02.2 171 84.0 696 60.6 771 70.1 695 68.1 771 66l 864 51.4 16. �l 664 457 111 440 656 41.1 771 UA 641 34.3 171 768 632 29.4 711 35.0 611 26.7 171 31.1 612 111 to 76.7 Do 71.7 661 67.1 7]0 65.0 650 61.1 1]0 56.3 610 47.3 531 42.1 130 45.0 872 R.9 730 11.1 611 31.6 7]0 35.6 600 27.0 130 369 689 23.7 !30 295 601120117 59.9 621 41.0 589 69.9 674 61.2 660 428 624 //.] 652 71.6 611 31.3 621 15.3 537 10.0621 32.2 631 25.0 624 77.7 619 210 621 24.6 509 10.7 621 22.6 501 Xt//In 34.7 433 35.1 ;40 18.9 673 290 3% 24.8 433 25.4 390 21.7 305 19.3 433 20.0 387 11.3 433 1E 2 31fi ED U 4 O O TABLE 11B AnchorCapadly Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: mgx sutat2le Z.7K C4Mgle ark Cmc. ho" FI➢ed CMU Prwma MESA (D )X(ANCHOR CAP,,,,,,,,,)=ANCHOR CAP... 19� � 9117 E1to 774'35 Eta 916•Elco tM 89 EK0 010 Std! 112810U a128tce1 \MULLION Ancttar'T}ya 3rt8rEicotln7acm vrEtouanuart &iS13co1152cm vrEkoBOracon m Sum(Cm) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchOrCiip Patroma UOrtcan IWISS EOr UffrocanElc A�83M 01 sle6j sc(w Eoge E/II-e On) 1• 2-1/2' 1' 2-ItZ 31re• 1• 2-9r 1• 2-vr r 34/0• r 0.48• 0.5r 0.32r CAPACITY REQUIRED`CORRESPONDING TO AN Embedneal n 144• 14r 144• 144' r 1-114- 1-vr 3-vr /-vr 1474• Mir r 346• 145 vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 475 Min O.C./Mandate Cr OIBet Cap IAB I) 300 Ds 890 ks 4%Im 090 to 1641 m3 270079 280108 36411a; 740 Its 3740S 694 IDS 046 is 341 MS 442 Its No los OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atlum01AWKIB O.C.I SIarMaN(d Clbel) (flu 2y aT*% 700115 N/A WA WA IVA 38095 NIA WA NG WA WA 682819 am Its 172095 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMn®3'Mm O.C./121215 Algle Ups I Olt 9) 700 las 70011, 680113 156DIto 180Bib, NOW 660 Its NIA 760115 748 lbs 560175 1092 Ks 68210, 845 Its 11211Ds I MULLION,IT WILL YIELD A MIN IMUM ANCHOR d Nktors�0.54'Mtn.O.C.luLilp,into.100•A9tm.(Fig 4I RIA WA NIA WA NLA N01 WA NIA WA NIA WA WA WA WA 126795 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amral FFCOP0 5} 19611, t9s Ra z7511r 44595 622Ibs 135lbs mm 1779» 310lbs 107 os 33211, male 170Res 22185 250 me ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhm 1.15 Man O.CJ FC 24011, 306m NTA WA 11A NLA 180 tta NtA WA NLA WA WA 345111 442M 660 Re ANCHOR CAPACITY TABLE PRODUCT RrVISOD as compiyim with Lbe Nor)(ta 1.260" Building Code tifo-o2LB o FIGURE I: FIGURE 2: Acceptance No_ TABLE NOTES: Expiry-Bate ��yJ 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 m Dodo lroduet . It 111177, 2)LINEARINTERPOLATION BETWEEN MUt.LLENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. FIGURE 3: :• 4�'3•' (•t:NS:(CC% ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE HOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94" :' t)• i• •• - CUP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.5�0� 8705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLEDCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHAW �5FIGURE 4: FIGURE 5: FIGURE 6: 624' ;.1,BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063-TS AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND P� '•.!;t OlttOp;••',P%`.�~ CK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BIIIEYOND THE MATERIAL. _� A * #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 SS. 1.25'X 3.94'X.624` A.LYNN"MiLL�R,A.E. MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table ibef e • n OpeningWldth(forvertically-spenri7gmcions)or opening Height(for horizordetly-spanrirgmwlons) ids :4 5010 6041 To 60h go to 100in f20 in 1401. 160 to ~ Raolong.ter Uaprtdene• Rnctarpder Treprtdeng. Rectangular Ttepmlang. Reclengdar TraYJTd.nB. Rrat vAm 7r.p/Tdeng. Recl.ogdar Tre4andang. Recl.n9dd Trep7Tden9. Racten 0,r h6 dan Rahn i.4- T 2 x 4x.26 Loul g taaddnv Laadn[t Loadnfl taaa.g La ding 1-00308 Londng LoaIX S coaa.B Loadng L.00 100.08 1.003714 loa�i�D f.an 0 d�0- X 9 g B 100308 iaadny 5'cf . jj 1 11 1 31111 51Ilion On �� i �� g � I$ it ifA in J,U.Tuba i TO, " CO U) 4�Fn 421n 170.0 620 170.0 435 110.0 744 170.0 478 170.0 588 170.0 608 t70.0 992 170.0 519 170.0 1116 170,0 621 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170,0 621 170.0 1983 170.0 521 z W 1841 170.0 703 170.0 571 170.0 650 170.1{ 884 110.4 882 170.0 630 170.0 YWS 1100 6&11 S70A 127$ 170.0 6TT 170.0 1417 170.0 ew iraO 1700 170.0 we 170.0 103 170.0 860 '+nA 7287 179.0 680 W 50.62510 170.0 717 170.0 663 17x0 698 170.0 631' 170.0 1018 170.0 884 170.0 HBS 1740 723 170,0 1345 170.0 747 170.0 1184 170.0 758 170.0 t793 170.0 768 17o.0 2092 170.0 768 170.0 2381 170.0 756 _ 6441 170,0 t 787 1700 612 t7o.0 958 170,0 891 170.0 1118 170.0 154 170.0 1276 170.0 003 170,0 1434 170,0 637 170.0 1871 110.0 958 170.0 LBW 170,0 BBI 170,0 7131 170.0 651 110,0 2560 170.0 BBi W O p 9010 170.0 665 170,0 70.1 170.0 1003 1x0.0 787 170.0 1240 170.6 878 170.0 1417 170.0 944 570.0 1591 170.4 980 176.4 5771 170.0 4033 1786 2126 170-0 1063 17OA 2478 170.0 1063 t0a6 2860 170.0 1003 !73 r 63 In 170.0 830 170.0 745 170.0 ca 1118 170.0 850 17x0 Wal 170.0 040 170.0 7480 170.0 1015 170.0 1673 )70.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1168 188.7 2663 1743.0 1171 145.9 2553 170.0 1171 F"' &941 170.0 871 170.0 789 770.0 1108 170,0 903 170.0 1361 170.0 1002 170.0 IBM 170.0 1086 f70.O t763 t70,0 1165 170.0 18411 170.0 1210 170.0 7338 170.0 1275 t5t,9 2437 170.0 1258 132.9 2437 170.0 1266 m 72h 0.0.4 1063 (70.0 876 174.0 4275 570.0 1069 174.4 1486 {70.8 1428 170.0 1700 170,0 1228 1743.0 7913 170.0 1116 170.0 2126 170.4 5387 146.6 2184 00.0 1488 424.6 2184 t70,0 1528 1082 2504 170A 1530 ? U U roN 170.0 1122 170.0 037 00.0 1316 1ro.0 1030 Dao 16ro 170.0 1200 170.0 1781 00.0 1722 166,1 1980 170.0 U21 146.8 IWO 00.0 1506 123.0 19W MA 1616 100.1 IP60 161.0 ibis 82.9 1980 16z7 1631 7641 170.0 1151 00.0 997 iro,0 1381 170.0 iiia 170.0 tail 170.0 1250 170.0 1e42 Sro.O 1389 162.7 1661 170.0 1474 137.4 1691 163.1 1500 114.5 1681 147.3 1473 96.2 1801 136.8 1469 86.6 leaf 137.8 1454 •--1 Wao z Q J 901- 170.0 1328 170,0 1144 149-1 1188 75&0 1218 127.6 1398 136.9 1586 111.8 1396 521.1 1179 984 1396 1142 1162 00.5 1398 IOTA 1147 74.5 7198 694 1122 834 t398 82.7 1105 519 1398 78.0 loge ¢ N t7 OB N 147.4 1210 1111.6 1088 122,8 1229 127.0 1078 106.3 1228 111.2 1081 92. 1229 BB.B 10{4 81,8 1220 08,6 1028 71.7 1229 621 10111 81.4 1228 72.2 893 62.7 d22.185.8 077 16.1 1228 62.1 807 108 N 503.6 DTt 105.8 677 9e.3 971 68.0 882 74A D7i 77.2 849 64.7 971 68.4 837 67.5 071 874 026 411.8 871 56.5 815 43.1 971 480 788 37,0 444 782 324 871 40.6 771 (fly N OIll h 05.4 818 OT.3 612 79.5 919 81.0 619 88.1 019 ro.D 809 69. P1B 629 794 b1A gig 56.7 784 47.7 919 SLB 774 39.7 919 44.5 768 34.1 40.2 742 204 019 17.1 732 N 12010 76.5 765 76.0 716 82.8 786 84.6 705 63.9 7BB SS.a 885 472 156 48.4 858 41.0 766 44A 577 37.7 798 40.5 666 31.6 768 34.9 653 27.0 31.0 041 23.0 786 25A 631 Qq141 in 43.7 548 H2 50{ 1&11 646 37A 498 31.2 545 3f.e 401 2Z3 bib 28.2 485 21.3 646 26.3 470 21.6 648 22.8 474 162 546 18.5 48{ fb.8 17.2 455 13.7 548 18.8 448 U x � ay` TABLE126 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0, N 2mU to AnchorCe •1-I Table(lbs) suoslrate 2.7t Caente 381 cmc. NLOva Cmu (ANC HORCAP.,•„•,•„ 5`- F1QCWCMU PTwag1 M[iat {Dl?,a)Xl �cANCHOR CAP.,,o � �•� 5`16•FJco v4•ss eta 5ns•sto yr ss sRo 610 8103 mzslea atz s1ael MULLION CAP.,,+,,,,,, Anchor Clip Pa4lam4 A1Ycnvl &10,Uc4 unrOcon u4-Et60nrxon Ud2[4n 3.'10 EIeo 141174000 yr 6kouumeon Agp'W w Unmecu AggmGdor Screv(06)Srrce p5) Serm(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR 6aQl Ostarta pn) 1' 2-v7 i` 2-tlr s1l61' t• 2-Nr 1• 2./7z 2' 3-iff 7 0.48+ 0.57 O.3zr CAPACITY REQUIRED"CORRESPONDING TO AN Emblft.A n lair I la/r 1014• 134• r t-v0,• 0114 1.114+ 1 1414- 1.114• 1.1/7 r tare• rare• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 MOM A.h0490.75'4470 O.C.tSlaldaN arOtlset Cgp 11791152) 36005 3W ms 4543 m6 88088 1641liH 27603 28D ms 3W m1 74010 374 ms 564118 946 to 341&8 442 as 560 iffi OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArcI-_ 2.08•Mln O.C./Stmdwd(a Cfeet)COp(Flg.3)' 748 ms 740 ms 630 0s 1485 ms 1424 In NIA 1500 me N/A 695 Its N/A 600 In, WA 68293 065 ms 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED 6AmbomQ 1.71'MN O.-/StwAw(mCmd)Cip("a 4) 665 ms OSD 76o ms 1946 We NIA NIA 705 me NIA 789 Its NIA WA WA 4022(46 13279. 1680 Me MULLION-IT WILL YIELD A MINIMUM ANCHOR 4ArcoD15493•MIn.O.C./(1)2s5A101e Ceps/(Fl0.5)' 780 ms 7 1330 Bu 1515 He 1896 m6 D06 560 to NIA 760166 748 ms 880 gs 10&05 68290 BM ma 1120 m/ CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcaaa 03"MN.0.0-t{I)275,07010 GOp31 It70.6y 1170ms 417010 IWO ms 2340 Oa 2644 Me a 64080 WA IWts 1122ms Iwo Jos MNA 1022196 1327 ad 1680610 ADDITIONAL ANCHOR OPTIONS FROM THE 3AMhonQ 1.34•M1-.0.0,/U4:11p.N10 A25'IWm.(F197T NA WA N4A WA IIIA �N/A WA NU WA NIA WA WA WA 073 ANCHOR CAPACITY TABLE, 6Ancron60.64'MN O.C,TU{21js,4110,121 Akan.(fq 0,T NIA WA NtA 4,gA 717,0 N7A WA NIA WA NIA WA NIA WA sn IIx PRODUCT REVISED 2 Anctpn 268" rl O.CI FCGp lFlg 8) aro las 37098 11506 749105 712Po N/A 28090, N/A 34010 NIA 4401Ds 341 ms 942 Oswe IW meomPlying 14131dw Floddx SAtttmal.7YMN.0.0:IF421p(ft,JOY 4430: 52896 91B m1 973 SDs NIA NIA 353x6 NIA 199It8 I WA I WA WA I 5110: I054 im 84Q 0s Uuildb,g Code LtO�OZ)$•� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acaptwi too '5 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FxpiraN 0 Dlt�11 bI I FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: B TABLE NOTES: -2.000• MfDodo F14/1 • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • i GENERAL INSTALLATION METHODS. ��,�•��1`,.•'`1r;EIJSr: '•�FQ FIGURE 5: FIGURE S: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. t' • • • i zso_ I 0• r No !1070:3 ` i • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN _. THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE f/J'� • • LOCATIONS. 1+t' : I FIGURE 7: FIGURE 8: FIGURE 0: FIGURE 10: S 1 E 01` ti ANGLE CLIP d)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ',.�� a •• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. !; •.'............•-,vCj`;. .. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 2'X 4•X.25 •` MULLION '1 5 :• . • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 4-l//�`Oj AVS Y i t`v • •• • • THREADS BEYOND THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAYBE STEEL,15-8 S.S.OR 410 S.S. A.LY/V MILLER,P.F. FL P.E.#56705 TABLE M Mullion Capaotly Table ibatlt' gh r Opening Wldth(for verti Ir-sperm•gmUI1ore)orOpsning Halgilt(forhhnd rdalV-spanirgmUGorts) 0 81 5o 1n r9 to 70 in 506 00 to 10004 12004 i40in 180in CFS Q Racfae9uler LeplTdwp, RoclartlpAor TnpRdeng. Roclanp4ar lipprrdatg. ReoW oul., Tnpfild g. Roclanpj1w Tr6p7Tdang. RawargI r TnpRdnnD Rxlengular Ttap/Tdon9• Rocls-wu Tt9}Jrdang. Rectangular 11. 0.0 a O 2 x 6 x.26 LoaNng LwAng Lowdng Loaft Laadtng tosdn0 Lw&g Lding orLaadwp .Loadn9 Loading Loadm9 Lwfing towing LoadnB Lowed Loadnp Lowing Q a Alum,Tubay $ $ T11111i T111il T-11111711 _Mullion �' �` � ' � �� 1 I, I f � � h} 42 In 1170.01 620 170.0 435 170.0 744 170.0 47a 170.0 660 170.0 300 170.0 902 170.0 619 170,01 1110 17MO 521 170.0 1240 170.0 521 170.0 1188 170.0 b21 170.0 1735 170,0 521 170.0 YBN 170.0 621 4a 6 170.0 708 176.0 STA 170.0 856 170,0 584 110.0 BB2 070.0 630 170,0 1133 t70.0 681 f70.p 1213 170,0 671 170.0 1417 110.0 860 170.0 1700 170,0 080 170.0 1063 170.0 860 170.0 2267 170.0 880 50.62504 119.0 747 1700 683 170,0 890 570.0 83t 170,0 10{8 110.0 684 170.0 1193 170.0 723 t760 1345 t70.0 747 1709 1494 110.0 756 170,0 IT83 17410 756 170.0 2082 170.0 756 170.0 2381 170.0 756 T Lr N 34 6 170.0 787 170.0 912 170.0 BSB 170,0 691 170.0 1118 170.0 754 770.0 1276 170.0 80.1 170.0 1434 170.0 637 110.0 1594 170.0 656 170.0 1013 170.0 001 170.0 7231 170.0 061 110.0 2650 170.0 861 W O R 00 In 170.0 605 170.0 701 170.0 tD63 i700 707 170.0 1240 170,0 076 170.0 1047 170.0 6{4 570.0 SSBI 170.0 99d 1704 1171 fm.0 1033 170.0 2125 It" 1063 170,0 2479 im,0 1087 f70,0 2637 170.0 1083 (p dab 770,0 039 170.0 745 170.0 itto 170.0 850 174.0 1302 170.0 940 170.0 1468 170.0 1015 170.0 t673 470.0 1076 170.0 1859 1164 tt?2 1700 ?231 770.0 1100 170.0 2603 170.0 tilt 170.0 2875 170,0 1171 BBN 170.0 074 170.0 708 170.0 7189 170.0 903 170.0 1304 170.0 1002 110.0 1650 170.0 1086 170A t753 170.0 1165 170.0 1046 170.0 1210 170.0 2338 170.0 1275 170,0 2727 170.0 1266 170.0 7117 170.0 1280 g m 7204 170.0 1063 170.0 678 170.0 1275 170.0 1000 170.0 1486 170.0 1126 170.0*170.0 170.0 7913 170.0 1316 f70.0 2125 170.0 1387 170.0 2550 170.0 1488 170,0 TD7b Im,O 1528 1700 3167076In 170.0 If22 170,0 937 170.0 1340 170.0 1080 170,0 1570 170.0 1209 170.0 170.0 2018 170.0 1421 170.0 2243 170.0 ISO 170,0 2682 170.0 1029 170.0 3140 170.0 1684 170,0 3589 179.0 1705 7W7004 170.0 1151 170.0 Bal 170.9 1781 110.0 1110 170.0 1611 170.0 1250 170.0 170,0 T0T2 1711.0 104 170,0 2302 170.0 1564 770.0 7763 170.0 1700 170,0 3223 179.0 1771 170.0 3883 170.0 1700 Q9004 170.0 1328 170.0 1141 170.0 138; 170.0 70201706 1839 170,0 1488 1100 170.0 2391 170.0 1783 170.0 2850 176.0 1018 170.0 3188 170.0 7125 156,0 3413 170.0 2273 1305 3113 110.0 2381 Z j Q Of �p Win NQ4 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 1760 1622 170.0 7287 170.4 7784 170.0 7554 170.0 1932 170.0 2673 170.0 2085 100,0 3199 170.0 2336 137.1 3189 186.0 2470 120.0 Met) 156.1 2426 N '�`�o�p 1001n 170.0 1504 170.0 1408 170.0 Wit 170.0 1841 170.0 2231 170.0 1870 170.0 2550 170.0 2070 1840 127MV04 2211 148.3 2701 161.0 2333 1239 2781 140.4 2281 105,6 27a5 123.8 2234 92.7 7761 5180 2100litIn110.018380 170.0 ?283 170.8 1932 170.0 2821 170.0 2149 151.6 2245 136.6 2832 144.4 2'218 713.8 45 2832 128.4 2100 87.8 2032 115.1 2128 65.; 2632 108.3 2098 LUX1201. 1100 1771 170.0 7588 170.4 2125 170.0 1850 154.4 2252 15.08 1991 135,1 2252 14L4 1904 120,1 1838 1081 2262 INA 1816 g0.( 2252 eB.a 1872 772 2252 889 1618 878 2232 814 1408 ra } In X7041n 125,1 1584 126.8 1445 10{.3 1384 1001 1125 aa4 1584 01.6 1407 762 1564 80.7 1390 69.5 1377 82.8 1564 05.7 1358 521 1561 56.0 1330 M,7 1581 40.2 I. JB.1 1581 M.4 1283 Q..N 2 1077 t0 TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: 700 s.0 Anchor Ce acl Table!be ANGHORGAP.,„,, a X BuNireta: 2,73 CWcra10 3.Sk Conc, Hou"CMU Fmed CMU PT Wood Meta, (DP„a)X{ }=ANCHORCAP.,,, d16•Eka 1/4"86 br78'Elco 1/4'S86ko •f09ke1 a1261n31 W261od `MULLION CAP.,,„,,,., Anctwt Type: 3/t8'Eko Ultrxon 14'Eka tBvanM 3<iG Eke t60xon 1/4'Eko UOraom S.I. tl0naoa AiWaG•IW 9atew(05)screw(1151 Screw tGS} USE THIS FORMULA TO OBTAIN THE*ANCHOR AnchorClip Patients 181630, An. Edga patine(N): r 2.1rr I r 1 2.10 3.166 f^ 241r I' 2.!a' 2' 3.1181 r 0.48• D34• 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN Emba•eent(N}: law 1.314' 1-314• ta14' 7* i-14' 1-114• 1-14' t-1/4' 1-114' i-14' r 1018' 1,784 wdet ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aachd•®4.76•Mm.O.C.I S1andwd W 06167 CGp(F4j.1621 3900s 390 IU 45001 ONIn% 1044 ma 270041 28010 35403 74Drbo 374170 6641N 946 IM 3411x1 442104 5WIba OPENING,WHEN IT IS LOWER THAN THE MULLION 4AWTWe04.6rift.04 131a."d(at0esel)CIO(Fig,3y 160 IM 760104 00001 1780 lbs 3232 Ns 540 M3 5W lea 70824 1480 g. 748 ibo 127216. ie82 iW 66200 895 ibo 11201W CAPACITY(FROM THE TABLE)OF THE SELECTED 8An31a,n 4D"I'M6.O.C.I Snnawe(==2(Fb,4p ue01N uoo 104 info 1b1 2596IN WA NIA 240 MI WA 1065IN WA NIA WA 136324 tap IN 204010 MULLION,IT WILL YIELD A MINIMUM ANCHOR 4A.006a7Mi.0.C.1(21�6ltFq.4 760 r- 160 b5 630046 1560160 1600040 540&1 5e0tba WA 76010 74816. 6601bn 180210 682ns ea5wa 1/2010 CAPACITY WHICH MAY BE USED TO QUALIFY 0 Amhxa®3•Min.O.C.1(2)236 Anal,Caps I(FI0,6), 156004 1500lbs 1360104 3120 IN 3782043 ION Ins 11204. WA 1520104 1496 M. 176000 3764104 1361 Da I Mr. 2240 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 12Amhon 0 7,5'MN,O.C,142)2xSAnBre CBps/(Fig,7): IN01W 210016t 1440De 3780 a. WA WA 13208w WA 1600163 WA WA WA 20450. 2054100 33601b1 ANCHOR CAPACITY TABLE, 4 Anchm®1.34•MN.O•C.I U-01p,N1o.125'Alum.(Fig,6). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430104 PRODUCT REVISED 8 Amhom 00.84'Mbn 0.0.1 U-C11p,into 12Y Aim.1AF 9T WA WA WA WA WA WA wA WA WA WA WA WA WA WA 2881)04 00mplyiu•wt61 d10 FIM04 2Archon a4.68'Min.O,Ci FCpp(Fq.IDC 38000 790163 45003 BBO ibs 187800 210104 280104 3510. 71063 774106 836IW 84869 54101 M2iN fi89 iba I"'-'2'000'--1 Building Cade 4 Archon 1.71-it O.C1F AacnptWrao Ne 1�-tJZ3$,•cg CBp iFU.411 59010 7000 60510 12991ba WA WA 47010 WA 5332" WA WA WA 68200 B851he 112010 .25R• inli Dole /�Z! NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE D:FIGURE 10: FIGURE 11: Miam' tmduA' • • • • • • • omm 1)SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ONLOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4112)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6,000 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS "; td0 gty70s 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON �• FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. j/T�r r CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -' ) • . ,1U7 (flGRES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED ,01111TH• • • • • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK 18 GAUGE).STRUCTURAL STEEL TO i' �\(` • • • • • • • • USED M ( ) 1>J(�fJ);`` o PAIRS. BEAT LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW / 11 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.&Y NULN',,P.E. MULLION FL P.E.#58705 O TABLE 14A „ r Mullion Capactly Tebie ibsrd' ® 3� Opening Width(tor aer8rslly-11pal3irg mullions)or Opening Height(fortlodzontalty-spaMng mWtom) 501n 601n 701n 801n 901n 70041 1 1201n 1401n 1601n - R4U�a1)War Trapfllfty RtttatlgWet TmpTdarp. R-1wS U TlapfTdalg. RectanB"a[ Tnprrdap. Real0rgW- TrOptTdarq. RedangtW Trap701,ug. R.I vAar T.WTd.V ReafaroWa TralYrdang. Rate dar ha}Y7dan9, p 1.20"x 2.11" ro laadire LoOdvg Loading LoOdiro Loadlrg RL ng Loadllq Loalkp LaaSro Load4g Laa441g Loafing wawno Wean Load4lo Laad4p LoaLro x.128"AlumT11111i g pq�� 6 ¢g $ � �' p� 5� � � � , �' �` w,� � ��• YTube Mull26 i@ 3 3 d € d @ dp 2 s 6 � rn z 421n 1442 528 167.0 428 12(12 526 14110 418 103.0 526 138.8 414 90.1 628 134.6 411 80.1 M 134.1 411 721 6'28 134.1 411 60.1 628 134.1 411 61.5 62S 134.1 411 45.1 $26 13CI 411 48 In We 407 1DaD 333 80.5 403 94,7 325 69.0 499 SD.4 320 60.4 403 411.4 317 53.7 403 78,1 318 4a3 403 Tae 314 40.3 403 78.8 314 34.6 403 7a8 314 302 400 711.8 314 J tt.l 64.625 in 823 362 91.0 301 6aS 382 78.3 294 560 362 71.9 269 61.6 381 87.2 288 45.7 364 64.6 284 41,2 302 63.6 283 34.3 362 635 263 2114 362 83.5 263 267 3e2 83.5 263 541n 67.5 316 14.1 267 56.6 318 81.2 261 4115 318 57.7 266 42.4 318 535 253r37.7 318 50.8 250 33.8 310 40.5 249 28.3310 49.1 248 ?A.2 310 4111 1411 21.2 310 48.1 240 mO6041 49.b 258 63.1 210 41.2 266 -05.7 214 353 2b6 40.7 210 30.8 258 37.1 207 250 34.9 284 24.7 256 334 203 20.6 258 32.2 201 17,7 25S 322 201 15.6 268 32.2 201 03 to 427 234 45.8 200 3b.@ 234 39.1 fB5 306 234 3{.7 i92 2&7 234 71.8 189 234 �.{ 188 21,4 234 2a0 1114 17.8 234 29.5 183 15.3 2.34 28.5 183 134 234 28.5 t@3 �031n 37.2 213 39.4 1e3 31.0 213 33.7 IN 2115 213 20.8 Ile 23.2 213 27.0 173 213 25.1 110 10.8 213 237 169 16.5 213 13.1 187 13.3 213 72.0 186 11.8 213 22.D 100Z0-721n 25.8 i7e 30.1 155 230 1711 158 162 2114 tT8 22.5 148 tT.B 1T9 20.3 111 179 16.T 146 ,J 70 in 24.3 161 25.4 140 20.3 181 21.6 137 17,4 161 19.0 135 152 1111 17.0 133 g c? 78 in 225 1162 23.5 133 1118 162 18.0 131 16.1 152 ITS 1211 TABLE 146 TADJUSTMENT FORMULA: cy Anchor CYpael TNble be) ANCHOR CAPACITY Smair4te: 23k Caxmte 13.3,cwj HoaaaCOW F6kdCMU PTWo06 met ai (ANCHOR CAP.,,„•,•,• ICHOR CAP.xi, � �+..0 blt6'Eko 1114-SS Eko 6n6•Ek0 V4•SB EIC-1 N10 Sled 612 Sttel YI261P81 ``MULLION CAP.,,",,,,,,, Amtur Type SFIe•Eko Wick. 174-Eko UDrsm &t6"EkoUlracm 174'Eko 0E4acm rn AnthorClip PetFnm6 Wtreem Ap(ytGat4r Vura.m A11Peuata sc4 (GS)S.-(G5) steax(G6) USE THIS FORMULA TO OBTAIN THE*ANCHOR LU tV EVDlsta pio 1• 2.47 /' 2-42• 3•tre• 1' z-172' t• 2.1rz' 2' 3vD' T 11411 p,54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 0 x y Emeatmad All tart• I ve 1$'4• t374' z t•174' t-vd• t-ur l4+4` 1-ua• 1-vr 21 taa• 411+6• tares ACTUAL PRESSURE REQlltREMENT FOR THE tV 4Anror3®3rW 0.C.7(2)2x5A C141s1 1 7110103 1 763 Ns 6110 Uc 15®9)6 1086101 54D Bs r60IDs WA 1 75111os 746 Wa 880104 489291s 6821os BBS Ihs 4130 tas OPENING,WHEN IT IS LOWER THAN THE MULLION Q r Q Q Q CAPACITY(FROM THE TABLE)OF THE SELECTED LL gz 'zr1? tq MULLION.IT WILL YIELD A MINIMUM ANCHOR os�s CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "'1.286--1 VYC:UULT REVISED ns complying with 11111 Flocitta 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Building Coda FIGURE is _! Acmptmm No(C-0214,. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Hkp1m7'an 2C Z • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 1!16• BT.,%IIIIIII FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L Bo ANGLE CLIP MUST BE USED IN PAIRS. 126• 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �' ,\it \( {I 4114e' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T YELLOW SOUTHERN PINE WITH AN$G OF 0.65.ALUMINUM SHALL BE6083-TS AND BE A MINIMUM OF.12b" i :�/ti U•'�10EI�56 •'�'p �f THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND•046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.20•X 2.71•X.125•MULLIDN Q LEAST.12b'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MU LUON) ='1:: Nq•58705 THE MATERIAL.#10 a 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. r.u; ta. r ytxTtS OF � ^,�1�i'•.,�LUli1\71'}••�(%tip A.LYNN 1941LLt1 P.E. FL P.E.#58705 TABLE 15A ^ v Mullion Capacity Table IbeNe " €a Opening Width(for vertically-sparring milions)or Oponing Haight(for horizordak)sparring Innfion3) G!.R! 501n 601n 701n 80 N 901n 1001n 1201n 140 N Wo In O Rmwglar TrapMana. ll clenpder Trap/7danp. Recl. w Tr.pRden9. Rectengder 7YapRderg. Rttlangd.r Tr.pfOton9• Reclenplar Troprttlerg. Racteng�ler h.plRtenp. Poclang6ar TrapRdeng. Rtttangalu Treprl0eng. p 32&'30 landing Lowing I. g Lrmdn9 Loading Loodtg Lowing Loadn9 Loading Wndng Lowing Loodtn0 Loadnp Lo no Loading Laedng Loadng Loading gY V DEG.AL _ A A_ _ _ Cq g o °' m 42 N 170.01 620 170.0 433 170.0 744 170.0 476 170.0 668 170.0 600 170-01 992 1 170,0 518 170.0 1116 170.0 521 170.6 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.0 621 149.1 1740 170.0 521 J W 4644 770.0 706 170.0 624 170.0 650 170.0 681 170.0 992 170.0 030 170.6 1133 170.0 661 170.0 1279 170.0 677 170.0 1{17 170.0 660 162.2 1622 170.0 860 130.6 1622 170.0 BBO 111.2 1612 170.0 660 _ Y IO 60.6251. 170.0 717 170.0 563 170.0 BBe 1740 Wt 170.0 10111 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 184.2 1443 170.0 760 136.9 1113 170.0 758 117.3 1113 170.0 766 102.8 14q 170.0 766 w 'O 0 54 In 170.0 797 170.0 612 170.0 ase 1740 69t 170.0 1116 170.0 754 170.0 1276 170.0 603 160.4 1353 170.0 837 144.3 1353 170.0 056 120.3 1353 170.0 861 147.1 1363 170.0 881 903 IWI 170.0 66t m M ~ 6044 to 170.0 701 170.0 100] 110.0 707 167.0 1218 170.0 WB 146.1 1210 1740 BM 129.8 1210 158.6 830 110.9 1218 1521 924 97.1 1210 148.1 813 W.S 1215 148.1 013 73.1 1216 118.1 913 L) J U � 63 in +70.0 743 170.0 1118 170.0 650 1603 1150 158.6 933 131.4 1160 1610 014 116.8 1160 141.0 698 105.1 1160 134.2 686 57.6 1150 120.7 671 75.1 1160 125.2 870 65.7 1160 128.2 670 w � ry 681, 170.0 700 152.4 1046 165.a gal 130.6 1046 146.6 684 114.3 1045 133.1 660 101.6 1046 123.4 639 01.4 1048 110.0 Wo 78.2 1048 109.4 521 65.3 1040 106.2 Ole 57.1 104a 108.2 eta e 72 N 147.9 764 117.6 080 126.0 716 100.6 060 110.8 734 68.0 860 100.0 722 78.2 660 82.0 712 70A 880 66.2 703 68.7 660 78.2 693 60.3 060 70.6 008 44.0 560 70.1 680 0 0 3 25.1 680 99.a 790 106.4 018 65.6 790 83.3 663 71.6 760 03.9 632 66.5 700 76.0 643 59.9 780 71.7 635 49.0 760 05.1 024 42.8 790 62.1 619 37A 700 01.6 617 ¢ � ,- 'T 7644 1 761. . 115.6 671 D2.J 760 98.1 814 79.1 750 $44.8427 693 750 77.1 621 01.6 750 70.6 512 66.4 760 65.7 605 40.2 750 59.4 694 39.0 750 56.2 680 34.5 750 65.5 585 901n 72.1 663 74.4 500 60.1 583 62.9 491 61.6 6W 45.1 583 469 475 40.1 603 44.4 466 38.1 567 40.9 462 340 5W 36.2 452 25.8 563 33.3 445 22.5 5W 31.0 442 ¢ m Z o F W },10 g� 90 N 69.1 495 01.1 HS 18.5 495 51.5 435 42A 495 37.1 495 39.9 421 33.0 496 36.1 415 29.7 495 332 409 24.6 105 29.1 400 2I3 493 20.0 J04 f6.e 485 25.0 J80 (n LUfO81n 41.7 391 42.0 353 34.6 391 35.9 348 20.0 391 261 301 27.0 337 27.2 361 24.9 333 20.0 391 22.0 328 17.4 301 t9.7 321 14.9 391 17.6 316411 N 36.4 370 302 3]5 32.0 370 33.0 33027.5 370 24.0 370 25.3 320 21.4 370 22.0 310 19.2 370 20.0 312 16.0 370 10.1 30512044 30.4 317 30.8 289 25.3 317 28.0 284 21.7 317 19.0 717 18.9 218 18.9 J17 17.9 27J Q M Q 0 1441n 17.8 220 17.6 20J Z m0 y0. TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce acl Table Ibe ANCHORCAP.,�,,_ eu6stmla: 2.7k Canard. 3.Sk Ca HOW.CMU Fded CMU ul N'ao0 Melte (DP)X( )=ANCHOR CAP.,,, 5116•Elco 114'8S Elco 5118'Eko 114'89 Elco NIO Bleel Me!ael Yf 2 Blea MULLION CAP.,,,,,,,,,., Arwlar 7y W: 31104'Elco UIVttM IWO-UlOecan Uluacon 3718'Elco Ulkeaon 111'Elco Ullrecm A9WeGawr UN.- A9prd3elw acmes(05)Sinew(G 5) 8cra7(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Pettem6 Edge Win-Mt P 2-112' 1• 7.1R' 3.118• 1• 2.1rY 1• 1.12' 11 J-1/B' 2• 0.46• 1.318 -4-5 CAPACITY REQUIRED•QUIRE ENT FOR AN Embedment Ont 1311' 1.314' 1.374• 1'314• 2' 1.114• I-111• 1-114' 1'111• 1.114• 1.114• T 1318' 1.319• tache ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arwhm Q 6'Wn.G.G./(2)215 Angle CIIW/ft.q: 7BO bs 390 lbs a501M 6900. 1700b4 270 ba 280M 354IDs 740 ba 3741be 1201b3 946 Ila 341 ws 1421004 560 b3 OPENING,WHEN IT IS LOWER OF THE E SELECTED MULLION 4 Archwe 3.5•Mln.O.C.1 CU 9r5 Angle diW/(FA.2): 760 Bu 760I6s 7901004 18701be 2525Ibs 610 b+ SBO Ib5 wA 17201604 748 The 880 IM 18921be 6821bs 809166 11201M CAPACITY(FROM THE TABLE)OF THE SELECTF-D B Anahore 60 271.141n.O.C./ 245 Arplo COW I(Fq.3k +1201ba 11201bs ase ID' 224615. 27511004 wA e10lba WA 10s916a NIA 132a ft wA 102210. 1327 be 1080 443 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: m c.mplylna W with .Flo" TABLE NOTES: building Code Aco.p1..No 1(v'0218•p3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimlicn Dale 2011 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi Dodo Product //11111111 FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" \��l `\t ..�..4.. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -30' ��•'�105:14S/ ''•�� 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 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' - �- �{ ` I,( l LI THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY1.I rf f!/; LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION )� S LATE or O THE MATERIAL.#10$q12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �) n •. FI.Oli10P:•••�(j ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. • X77 R,P. A.LYNN MILL "P.E. FL P.E.#58705 mp TABLE 16A � A Mullion Capacity Table Ibstel Opening Width(for vorlicalVspervirg nnfions)or Oponing Height(for hod rXe*sparring mullions) �G+ a 501n 00 In 701n 00In 00 In I 1001n 1 120 N 1401. 190 in 0 Reclangaiar I.Prm w. Redangulef TmpfTden9. Redengdm Trepllllsng. Raclan9li Trepadang. Redangrlar Trap'Tdeng. RacMmqular TreplTdang. Raclaneulr TraprTdang ReclsngUsr Traprrderg. Ractmgulm TreP Tdana. d 5.25"45 lnadnp leading Lmdng Loadng Leading Loading Lowing Lowing La.&g Laa3ng Lowing Loading Loading leading Loading Loading Loading Loodn9 Y DAY MULL C"I 2 z U) 42 N 17MO 020 170.0 435 170.0 744 170.0 478 170.0 808 170.0 508 170.0 092 1 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 f70.01 1488 170.0 621 170.01 1735 170.0 521 100.3 1571 170.0 621 �I 451n 170.0 708 170.0 524 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 1 170.0 66l 170.0 1275 170.0 077 170.0 1417 170.0 600 163.7 1637 1 170.0 680 140.3 1837 1 170.0 880 122.8 1637 170.0 880co 2 Soma In 170.0 747 170.0 503 170-01 NO 170-01 631 1170.01 1040 170A 664 170.0 1195 1 170.0 777 170.01 4345 1 170.0 747 110.0 1494 11 170.0 750 147.1 1552 170.0 1 766 128.1 1552 170.0 750 110.4 1552 170.0 756 W C�0 0 54 in 170.0 707 170.0 612 170.0 1 956 170.0 691 170.0 1116 170.0 751 170.0 1275 I 17oo am 170.0 1474 170.0 637 155.2 1455 170.0 850 128.3 1455 170.0 081 110.8 1455 170.0 M1 97.0 1455 170.0 601 m M U) so In 170.0 065 1 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 075 157.1 IWO 1 170.0 044 138.7 1300 170.0 NO 125.7 1309 163.5 984 104.8 1300 167.1 ON 69.6 1309 167.1 952 78.0 1309 167.1 982 � � J 6744 170.0 030 170,0 745 170.0 1110 170.0 850 102.0 1247 170,0 940 142.5 1247 184,5 083 120.7 1247 152.0 805 114.0 1247 144.3 952 95.0 1247 130.2 930 61.4 1247 135.7 935 71.3 1247 135.7 935 W OBN 170.0 974 170.0 759 170.0 ilea 170.0 9M 440.4 1190 183.7 905 129.9 1190 147.9 945 115A 1190 138.5 928 103.0 1190 1264 914 66.6 1100 110.6 090 74.2 1100 118.1 007 64.9 1100 110.1 893 z J m � 7244 161.0 1010 WDA 677 134.7 1010 144.6 550 115.4 1010 127.2 642 101.0 1010 114.7 518 89.8 1010 105.6 017 50.6 1010 95.9 607 67.3 1010 90.8 795 57.7 1010 67.8 700 W.5 1010 07.7 700 Z 76 In 137.1 900 143.0 792 114.5 800 122.0 773 96.1 900 107.1 761 85.8 NO 082 749 76.3 900 86.2 738 68.7 BOB 02.3 728 57.3 ON 74.7 718 49.1 008 1 71.2 710 42.0 908 704 706 _ r S 701. 127.1 BB1 132.6 754 105.04 601 112.5 738 90.8 601 00.0 725 79.4 081 80.5 717 70.8 601 51.0 703 07.6 661 75.4 694 63.0 get 60.1 OBI 45.4 801 64.3 875 18.7 081 63.7 072 Q m ULI Z N o 00 N 62.7 016 115.4 574 68.9 610 72.1 564 59.1 am 62.g 554 51.7 040 Se.1 545 40.0 So 50.9 537 41.4 016 47.0 530 34.5 844 41.5 519 29.5 616 362 511 25.9 846 364 507 O 96 In BB2 508 70.1 500 Wa 598 59.1 499 467 568 51.4 491 42.6 568 45.8 403 37.9 Sag 41.4 470 31.1 560 38.1 470 28.4 SM 33.4 459 24.3 566 30.5 452 21.3 1 506 28.7 447 U)vj LU 108,1. 47.9 448 IB.O 405 79.9 449 41.2 799 74.Z 449 3S.7 393 20.9 NB 31.7 387 266 449 28.6 382 23.9 449 28.1 377 Z0.0 449 72.7 788 17.1 449 20.4 701 15.0 449 10.8 750 11144 44.1 125 45.0 385 36.8 425 :1- 778 31.5 425 32.8 373 27.0 425 29.1 387 24.1 423 252 382 221 425 24.0 358 18.4 425 20.7 350 15.0 425 fe.8 313 Cr 0 12044 SI.B 304 35.5 331 29.1 364 29.0 720 24.9 304 25.6 321 21.8 361 22.8 317 1BA 304 20.5 313 17.5 384 167 300 Q Q O O INN 20.2 Z53 20.4 373 10.8 233 17.1 270 a..g$ Z m O TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA:g o � Anchor Capacity Table(lbs) ANCHOR CAS Sumlrelo: 2.7k C-M. 3.5k Cono. IWOme CMU Fled CMU PT Wood Metal (OF;,,)X( )=ANCHOR CAP.,,, 5116-Eko VC 6S Eko 6116'Elca VI'86 Etco 810 Steel 01281'el #1251.d MULLION CAP.,,",,,,, ArphW typo. 3710'Eko IABeeon 11Y FJeo UN- 118•Elco Ultrocan i/4"Ek.UNecon Anchor Clip Pa6ema Utvaon AOgreOetor UOreoon A99roGolor 8amw(045)screw(G5) S.-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge L9sla-(N) 1' 2-1rr 1• 2-IR• 3-fW 1' Z-12' t' 2.1rr 2' 3.11fr I r 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in) 1-3/4' I04YV 10414' 1.34' 2. 1-114 1-1/P 1-114' 1.114' 1-A 1.114' 2• rare' 1-310• fenee ACTUAL PRESSURE REQUIREMENT FOR THE 2Andgre R 6'MIn.O.C./(2I 2s5 Angle CIPS I t.t): 390 bs 300 IM 450 an 1 800 be 1700 lbs 270 bs 1801m 3&Ibe 7401m 1741m 7201m 9401m 341 bs 4421m SBO b3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arotwn 49 3.5'Mia O.G I RI7s0Anpb Caps/ffb 2J: 7801m 150 be 7904 Nw 1970 tm 2525 bs 540 W 580Im wA 11201m 1481m 580 lbs 1982 It. ®2 P. 8851m 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchwe 277 Min O.C.1(2)2r5AnOb Cups I ft.3): 1120 lbs 11201m 959Ibs 2248Im 22541m WA &0Im NIA 1059164 WA 13M R. WA 1022 bs 132/W tge0lm MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Plc0owr REVISED as complying wish Wn FIUti,hr FIGURE 1: rluildur Code TABLE NOTES: Acee an 10 mlfo•OZ1S.d� M • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. $O$ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ON, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QBAY ;��C�.• •••,,�(b �� • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ ��;.•'�1GCNS✓< 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.1110 8#12 ANCHORS INTO WOOD MAY BE STEEL,10-6 S.S.OR 410 S.S. ��mint\•'•.!7.UR1Vi^..•'\� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.'&NN{fy1l eR;b.E. FL REA 58705 1.000' r•- �, v RJR --( i,oao• �-- --) i.aoo• �- 7I((- �-•-t.zss'---+ y[�.. ,� -.125" -.125' 3.188• 2.750' 2.750" .125' 3.125" -'-.125" a �Y c0i 2.000" 2.000' .725'f. 125' D37S' � - 2.118' N205'L 375' o. 570'0" �r--125` O cv y t .0,0' ( J UI 1'X2'X.125'AfULLION 1'X2'%.375'MULLION 1'X2.75"X.375'MULLION 1'X 2.75'X.850'MULLION 1'X 3.125'X.5'MULLION 1.25"X 3.168'X.285'MULLION 1.26'X2,11-X.126'MULLION : 2 6063-TB ALUM. 6063-TSALUM. 6063-T6 ALUM. 6063-T6ALUM. 6063-T6 ALUM. Ba63-T6 ALUM. 6463-TB ALUM, �2 X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTIONW a o O Im Z C3 ~ -�-.125' �--125' tp LO N STANDARD X•S£CTlON I LX6ANGLECLIP 7ABLEA Zw 6083-T66ALUM.ALUM.2.000" 2,125• 6a63-T6 ALUM. Dlmenc(on Value(!n) For Mullion:U•CLIP 2.000" XSECTION A 1$25 ❑ Z I I 6063-TB ALUM. 1'X2'?(.125" _3 d X-SECTION .125' B 2.854 J r w C 0.895 Aluminum U T- Tube Mullion ❑Z Z N 125"J D 0.744 i- ¢� f�o ma --!.740"I•- A 1.125 Z c�a8 $� 6.500"- - B 2.40+1 1'X2'X.375' W Q CUrH RETO Aluminum _j .375" 3.125"•----«•I_CRE TEE F-CLIP,SEE -MIN. C 0'� Tube Mullion U _ ,� O MIN. DETAILF.SHEETq I �`---'-'5.000' 375'MIN. D 0,490 Q Q ❑ r-------� r--- ----I- .338.1MiN. A 5.875 2 Zm0�0 A A 1 U-CLIP A f -_T _ 1 B 3.000 1`X2.75'°X €tea L_.------1 L---_---- .. 6063•T6 ALUM. -------------------' 2X5 ANGLE CLIP C 0.757 .37SAluminum L- TOPVIEW 6463-T6 ALUM. D 1.118 Tube Mullion STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .460 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE ZcaffvlN ER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.76-X THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLEDIAMETER:ANCHOR DIAMETER 1116'. SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED B 300D .854' DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+V16'. SHEETS 5.17 FOR THE C 0.478 Aluminum ANCHOR D.C. TABLE B D 0.836 Tube MUIIIDn DISTANCE.MAXIMUM .09 PGT Pert 1/ A 24 ANCHOR HOLE .:"HUDUCI'REVISBD 5.500' 375' Mull Dimension(sheat q) 1'X3.126'X DIAMETER:ANCHOR Mullion Std,Clip d8sart Clip U-Clip Angle Clip B 2'837 ,SW Alum mcumPlyin{wiW 0o FlarAtr .375' MIN. DIAMETER 1116'. C 0.683 Building Coda ((0021 D MIN. 1"X2 X.125'(5) 66605 868113M 6681118M 888243M 688511M Tube Mull Acaptaucc Na 3 D 1.137 Pirnu 0aLe /1021 ---- ----r----------- -� 1'X2"X.375"(6) 688006 666114M 6661119M 6W244M 666512M A 2.625 D 1"X 2.76"X.375-(7) 66607 6WI15M 6661120M 666245M 6WS13M B 3. 1.25'X3.188Mi Dade Prodact B 1"X 2.75"X.650"(8) 68806 666116M 6661121M 666246M 666514M C 0.862 X.205'Alum D 782 . Tube Mull ,\%y GXNFI 1hll((jj i� "X3.125"X.500"(8) 66837M 6661116M 6661114M 666242M 66651SM 1VCS ,.••••••.. Fp 1.28' .11111 �t,.•'�10819SE I i - 1.26'X3.188"X.265'(12) 66841M 8881117M 6681113M BG0241M 668518M A 1.813 X2 1.26'X2.11"X.125'(78) 69370 WA NIA WA 86651TM TubeMuli 14o.66it1`•i l OFFSET CLIP--- C NOTES; 6083-T6 ALUM, LU TOPVIEW •'�l Oj.. 1)HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .Or•'•.,FLORIOP''�.Ca`�•:. 1: 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. '', ��`�, ••-••••' r.-`; 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, A.LYNN{ty I'} 5- �.E. FL P.E.#58705 -� 1.000' 1.000' 1.062'-1 - 740' n -- ...0 2 .386' i LIII - ��x 4IS.4 6'-.062 125" --- 4.000" 4.000' 4.000" 20" '125'STANDARD CLIP 2 it5" gY 2.625' 8063-TB ALUM. 2.000' 2XS ANGLE CLIP XECTION U•CUP 6053T8 ALUM. .125' 8063-T6 ALUM. .126- .125' I X•SECTION % ECTION ,125' NS +D � uvw �cch�lI m .031� T' Z ,n N 125'1 O TCENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W •126 375, ,155'1 375, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE _ ANCHOR O.C.DISTANCE MAXIMUM ANCHOR W m a to HOLE DIAMETER:ANCHOR DIAMETER s 1116'. V X 4'X.125' 1'X 4'X,375" 1'X 4"X.375' -_.5.6600• DO W C> ♦- MULLION MULLION "T'-MULLION 5.000' O ZO b O 6063.76 ALUM. 6083-T6 ALUM. 6063-TBALUM. 3.126' CUTHERETO 375" 375' 1-- J X-SECTION X-SECTION %SECTION •376'- �-.{F_CREATE F-CUP.SEE MIN. I DETAIL F.SHEET 4 MIN. Z j 1.260• r .376" q. ' W 2 r------ I -----------i 376CENTER OF 1.250'- t2l I I I I I ANCHORHOLE I 1 MIN. 7 Z I I I I MUST LIE WITHIN I I -1 EL 8 I I I I THE DASHED I I Q J � I I 1 F BOUNDARY.SEE f" V p� C ___ SHEETS 5-20 FOR 1 _ _____I O Z N 2.875' I 1 I I I E THEANCHORO.C. F I I I I F DISTANCE. I I 0 3.94' I I t I I I 1 Z m I I I I MAXIMUM I I W O 3.250' 3. 1 1 I I ANCHORHOLE I I - Y Y I I I I I DIAMETER: I I a J CO co --.IOO" OD' - .tOO' LL_______� L_ IANCHOR I ------� DIAMETER�1It6'. c___----------------"--� ¢ OO.100' 2X5 ANGLE CLIP 0- m0 O 4' 624' rt L STANDARD CLIP U-CLIP 8063-TB ALUM, 1°°D' -- -� CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM. BOIEW TOPVAUM. TOPVIEW ,R °-2�� --1 .820" F-- •--1 .620' 1-- --1 .820' WITHIN THE DASHED BOUNDARY.SEE IEW 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. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In)For Mullion: 60051-T5 ALUM. 6005.75 ALUM. 6005-T5ALUM. DIAMETER:ANCHOR DIAMETER 1116'. 7 X4" F 1.838 1.25'X3.25* X-SECTION XSECTION X-SECTION G 1.1X10 .125' 0 0.500 X.624' 3.469' 5.500" H 2.680 Aluminum H 1.438 Aluminum 2.661' /'� 1P6• .375' 375, I 3.080 Tube Mullion 1 3.260 Tubo Mullbn 125" (II 11.877. MIN - F 3187 1'X4'X F 2.626 1.25'X3.94' 1.377"--% 377 I G 0.757 .375' G 1.125 lumina � ___� H 2430 Aluminum H 1.500 Aluminum r--- r-------�- '�'-'F:IJCI'12EVISED I I I I 1 3.000 Tube&,r 1 3.250 Tube Mullionu complying with Ole Florida I I i F 2250 1.26'X3.26' F 2.813 30•Be MuB 'Wilding Code 126, I I I I I 0 0.760 X.100' F 2.876 45•Ba Mull Acttptanu No(5.0"0218•�3 .125' 46° 2.250' 1 I I I I I H 1.600 Aluminum P-pindi rine gpl) 1 I I I I 3.250 Tubo Mullbn By I I I I H 3.250' Mi Dodo Product 46+BAY MULLION 1 3.250' 1 I I I TABLE D 30'BAY I 6088-SECTION I _______� i ,__ _____� Mull Dimension POTPeHtl �\\\(�yNN ( ) Mullion 61d.Clip 0lfeel Cllp ULllp Angle Clip X-SECTION I 1'X4'X.126'(10) 88384 W8111M 8881122M 888241M 688516M - a\,•'•�•11'F- i OFFSET CLIP .7 r T I I .125' 1 G 6083.78 ALUM. 1'X4-X.378'(11) 88810 666112M W1123M 666242M 6W519M - t i.07Dry •220'1 4-,981' I .226' 4--•981'•••1 TOPVIEW VX4+X.375"7'(11) 868;.. 666112M 6661123M 6W242M BB8519M NOTES: .740° 1.25'X3.25'%.100'(13) 20180 6081127M 688112dM 0(162410M 8865115M :•�• 1 I( 111 1.26'X3.25'X.624'(14) 20161 8881128M 8881125M B6B2411M 6685116M ^•� '• /,}I ,�1"� :, 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.86'X.824'(15) 20162 8861117M 8881128M 86824tM 688517M -''� g+'1'E OOOf• ;' 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 DoBreo(10) 68648 WA WA WA 6665110M '',0��.'•.!`......•'��C;;'� 45 Degree(20) 66650 WA WA WA OW5111M (�Il4 •1�` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. !Ij(r FL P.E. 58705 TABLE E Mull Dimension PGT Pert# (6heoto) Mullion Std.Clip U-Cllp Angle Clip [--125' --1(--.125^ -y I•-,126' � � 2"X4"X.25'(16) 66602 880281M 88827fM 866511 MM I � o 2"X B"X.25'(17) 66604 666262M 606272M 6665113M FI STANDARO CLIP FI U•CLIP 2X5 ANGLE CLIP a w 8083.76 ALUM 6063-T8 ALUM. 0003-TO ALUM. o z O 2.000' X-SECTION 2.125• XSECTION 2.000' X-SECTION 0'- NOTES: 10 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1cv 11 •125' I x.125' L .125• g m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1 Z N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1 490• 0 �•; HOLE LOCATIONS. . 1.480' =i W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' IF CUT HERETO U n S I- 3.500'�"'� CREATE DETAICLIP. �5.OD0' ,375' m 0 p U) --2.000'-� .375'--'^1111 i I_SEE DETAIL F. .375' r0 SHEET4 MIN. .375' MIN. Z m to MIN. � � J U) J �` Z i------------------------ __. __ I__._.-._________________T Z Wg m I I I I I P I 1 in � Z 4.000' I I I I m .- _I .__._ _-_ _-1_ 3.435' +- 3.438• �Y-- _ I -_ -____I 1+-,., U Q _ .2`•0" 2'X4'X.25' I I I I ` 0 N MULLION I 3.430' I I F Zo Z co 0 6063.76 ALUM. X-SECTION 1 I 1 .375' y Z q� L_____________________J [MIN. W O 1 � L- STANDARD CLIP 2X5 ANGLE CLIP L I UCLIP,6083-TB ALUM. Q Z O Q CENTER OF ANCHOR HOLE MUST LIE 8003-TB ALUM ZEDOR 2-X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8063-T8 ALUM. 0-" tea) y250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW / 74"MULL WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m 0 so SHEETS S-20 FOR THE ANCHOR O.C. LSHEETS 5.20 FOR THE ANCHOR O.C. -DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER•1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER E 1116'. SHEETS 5.20 FOR THE ANCHOR O.C. 6.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER ANCHOR DIAMETER•1116'. 5.000' 2.000' 3•`�0�� CREATE F-CLIP, .375' SEE DETAIL F, 375' .375" MIN. -SHEET MIN. � MIN. i------ ---------' -------•+ --- --.. .375' I I I I I I I I I I 1 I 1 I I atlucr REVI5E0 I I I I I as complying with tho FIL i& I I I I HolldLsg Code 1 i I I 1 A.mMmmNul(o-o�1B.03 I I E P•-nlimgDmle 207 I I .250•-- 6.000" -j-- -�-- --j- - 4.688' 4- r 5.438' DY j t--------i Mlen trodmeC X111111113, I I I 6.43!1' 6.438' I I I I I I '�� CENS •'�F i 2'X 8'X.25' I I I 1 1 ` '••'p MULLION I 6D83•TO ALUM. I I I I I i•Jo.58705 _ X-SECTION .375' 1 -- ' I I - II - L---------------------I- MIN. !1'mI L_ O ••'•.7[01:10 P•..•.• . STANDARD CLIP U-CLIP 2X5 ANGLE CLIP ,��1vS'••....•• �_�CJ`. .250' 0083.78 ALUM. 6063-T6 ALUM. 8063-TB ALUM. TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW 7 /� 1111\\ TOPVIEW A.All 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. 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32•+32+1"=65.REFERENCING SHEET 25,THE COLUMN USING NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED ---- DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C x SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75`%.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD o FENEsiIiArION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. a PRODUCTS SHEETS p2 g APPROVAL\ 2.1 FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION N LENGTH n -- 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)#12 ANCHORS AND THE 2X5 $ In I- 4 Lf ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. ZSEE n�i ltyJ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0 qty- 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 z W 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Z) D_' N _._ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LES.ALTERNATIVELY, w C3 0 NO ANchlor:s EWIDTH LTHE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:32' to�� UIDTH (60 PSF)X 636 LBS\=524.9LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) '2- 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/-55.0 PSF. J o oz Q � R FOR THE VERTICAL MULLION: Qo 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 04 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL rJ)s o g� EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W LU D_ FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.375-MULLION(LENGTH=106,OPENING WIDTH=80•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF 0-' 2 N MULLWIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V Q co 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 aZ N SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ._ m o _ 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 3 An rl PRODUCT'S 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 1 APPROVAL THE 73'DIMENSION(35.112'+351/2•+2'=73'). 0 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` -�SEE �SEE USING THE STANDARD CLIP WITH(6)3/16•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH aTHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6 DE7L5, DETAIL E, FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2-3 SHEETS HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. PRODUCTRLVISED MULLION 72• aycomplyin{withfhoFlDtidr 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72"+2'=106*.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/fRIANGUtAR LOADING MAYBE Building Code USED.FROM TABLE 12A,SHEET 18,THE 2-X 4'X.250'MULLION((a)LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Ac.plattu No i6-o218.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pimtion Date im SEE L2-3 2)USE TABLE 129 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 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 hodOct (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I 1 1/ --_ ANCHOR CAPACITY OF 521 LBS. LYNN -�- L'OPENiNG 30•.HORIz. 36•,NORa. I 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHORULLLEHULLLENGTH -11CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. '/i No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; -..1) -" 'b•; L2'!U +1-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). - () �IRW'lrl O THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ,FCULt101^.•' �': VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �� SIONA- t."" PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYm NN aE'9,P.E, ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL REX 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: - PV,I PW xxH O PW SHIDH SHIDH - E SHIDH -- 1 PW PWS .m L1 LJ jV/z T O r fV d •_ LU /j 00 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / m O SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I H c J a HINGED DOOR - " 1 S _...._.__.._.__- - _•_v... Z m I S I _ LOADING OF VERTICAL MULLION j PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION dZ Q O Z I PW PWPW � PW SHIDH SHIDH SHIDH SHIDH 1 1 Q ^ LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION E LJ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j 1 PW PW HR I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P - HINGEDPW PW i NOTES: -kCAUCTREVISED DOOR _ I as comPlyingeilh dw Florida I _ _ i)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acceptanm Na p3 - PW CONFIGURATIONS. E Inti Dale 2021 PW CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM hfimn' ►amu I THOSE SHOWN. / / 1 IF THE LOADING PE CANNOT DETERMINED,USE ;� .( ...-? E PW i PW RECTANGULAR LOADING. ti FN St.''•.F� ' PW %c '7 3)SEE PRODUCTS'APPROVAL FOR %� No.50'!0.`, -- 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 j `� -'U''•V`' l 6 :',','�- t1 ST,'ICOF LOADING OF VERTICAL LOADING OF HORIZONTAL II qq1 �� A.LYNN�I�.4�R1'd.E. MULLION MULLION FL KEN 58705