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Product Approval (2)
S . UCi CO-It DIVISION REVIEWED FOR CO CE �„ VIE%yTrD BY MIAMI-MADE PLANS Ma P ERNIIT MUST BE nPT ON JOB ® OR NO LNSPECTION WILL BE MADE. MIAMI-RADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T('786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www:miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to.be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:SeriesClipped ExtrudedAlrctuilttitmtubelixuilion L.M.I. APPROVAL DOCUMENT: Drawing No 630038, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and- expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label 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.16-02-18.03 MIAMI-DADe Courirr rExpiration Date: May 26,2021 ., , f 11/160 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. Produet Cont of aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL a MISSILE IMPACT RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION 1S UNIQUE AND SHOULD BE Nq EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES........._................I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS............._..._.,......1 o FIGURE 1: ELEVATIONS.__.„..__..__.._.„._„1 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........_.._..,.......2 gg MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHESTOSE ) MULL TO/X&MASONRY..............2 ti� MULLIONS — INsgwBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEEP TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL SEE DETAILS MULL TO ON NOTES...................2 S-' A-DG H: RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP, MULL TO MASONRY.................,...3 SHEETS 2.3 SHAPE MULL TO STEEL STUD..-......»..,....3 N _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........................_.3 0 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS...........................3 0) ,IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS..._......_._..4 Z tp BAY MULL INSTALLATION...........»4 52) ter% � �\\;` 1 X 2 X.126 MULL SPECS_..........,„S --I r/ J/ // 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND!9 BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS-.._..,_.8 ^-I t i INSTRUCTIONS. I X 2.76 X.375 MULL SPECS......._7 S / / I X 2.75 X.65 MULL SPECS...........8 Z a SEaTDETucS J 4( t III r II I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125X.500 MULL SPECS__._.9 m O a 0 SHE 2 3 i j i _ }SEEDETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.325 MULL E MULL S.Ecs....10 In 2 9 t� I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN F' "_ ..] _ -- SHEETS 2.3 1 X 4 X.376'f'MULL SPECS........11 J IM� iii j 'I f OPAING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.188 X.265 MULL SPECS...12 �,Rg HEIGHT 1.26 X 3.25 X.100 MULL SPECS....13 Z MULL FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25X.824 MULLSPECS._.14 LENS HORIZONTAL 1.26 X 3.94 X.824 MULL SPEC3_...15 j SEE DETAIL E, U- 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPEC9.....,._.......18 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS....__.......17 � �. a �ff SHEETS r A3 APPROPRIATE FOR SUBSTRATE MATERIAL 1.28 X 231 X.125 MULL SPECS.._18 DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F N o REACTIONS. 30'X 325 BAY MULL SPECS.........19 45'X 326 SAY MULL SPECS......20 O MULLION&CLIP DIMENSIONS»_..21.23 F^ aO FENESTRATION 8)REFERENCE:TEST REPORTS:F L-8443;ELCO ULTRAC ONIAGGRE-GATOR NON$ EXAMPLES 1&2............._,..,...x.....,24 U) PRODUCTS MAY LOADING EXAMPLES....,....,,_....�....25 in PROD CTS MAY 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING / MANUPAGTVRED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH } Z N N r_ iii SY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U uJ 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. d 1�0,,s CttOppO��� f HgwzONTAI /SEE A•o GX, 11 )QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THATTHE SPAN AND OPENING LS . II---- MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBStFT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULL HORIz.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. �I LENGTH I” r'OPENING WIDTH--•I �— _ ~I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR"TRIANGULAR(TRAPE201DAL'. OPENING r .. PRODUCT REVISED 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING HEIGHT �~ es complying wtlh tho Ft1e1(da THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Banding Gado OPENING MULL How VERT. MULLION CAPACITY(IBS(FPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS”—)FOR THE OPENING OBTAINED IN Acoapianca w HEI ` LENGTH M� � � � �TM STEP 1}. E esti Data 2Q�j,t / L t 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Byo Ihndact REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET'TO ATTAIN THE FULL MULLION CAPACITY. Ly OPENING WIDTH TION(MULTIPLE 1\1 I!! SINGLE MULLION SINGLE MULLION FqR oGF�-” MOTH L ANCHOWS SBSTRATWANCH R-CL P PATTERN MAY APPLY)SEFROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME LIECT N ANCHOR CLEET AND USING IP PATTERN AND VERIFY THAR ACTUAL SUBSTRATE TITHE REQUIRED ANCHOR ��� t��N��CENs FOR VERTICAL MULL '•,'P "1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIF-M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBSIFT2)FOR THE _ No.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ WTEI VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATE :4 ySTANDARDS USED: *2014 FLORIDA BUILDING CODE(FEC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIOy :� '•, • 4 OANSI(AF&PA NDS.2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION T '•,,fiCORLDa, �$ti +ALUMINUM DESIGN MANUAL,AUM-2010 PRODUCT ASSEMBLY. '�i ' ...... �s�� *Al8l-S1O0-07(S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A t��� rG � FL P. . 58705 j xp DETAIL B: MULLIDN DETAIL A: ° MULLION DE AI WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP'ANCHOR OR WOOD FRAMING PER SUBSTRATE, o WOOD BUCK AND MASONRY AT7AAND PER SUBSTREs 1B isB (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYYEOTTHEERRS. N 11 MULLION I I SHEET I. m L. .1. I I 9 I I MIN 2,7 KSI '. "c: .•:,. .e. EDGE •O d I .123 FOR HOLE SEE SHEETS .Q j°I I I CONCRETE OR CMU' , •" I DISTANCE, J W EITHER THE I I LOCATIONS I. I -.{ F-----�I-SEE SEE TABLES Z STAND. I I EDGE DISTANCE 1B•16B mw U) OFFSET ANLL o''. < EDGE m 1 e FOR MASONRY '' Q CLIP MAY BE I DISTANCE m ANCHORS W Q Oa F 11 FORWOOD m ni$Isoo. n scREws L e as. ° I I I SIDE VIEW 7F Z 260'MAK FOR d, O ...I a .y ALL MULLIONS c < e ° EITHER TME c srANDARDo _ > ,d., OFFSET MULL ? f a CLIP MAY BE d G v ° °v ° INSTALLED BY EXTERIOR TwsMETHw. � Z � °d EDGE •. 'G DISTANCE Z c',O = oO a' .D FOR 'e° G ° MASONRY a C THE OFFSET CLIP IS ANCHORS I" Oe- c, RECOMMENDED FOR y FIN-FRAMED EXTERIOR WINDOWS.BUT MAY 4 F Y ALSOBEUSEDFOR U ZQ j OTHER FRAME TYPES. h ' 7 a' z cq TYP-ANCHOR TYR ANCHOR -A PERSUBSTRATE, TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10.168 PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES 18.168 EDGEIEND BUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT EMBEDMENT BUCAKND P EMS MEN T' ••;i �`•' SEE NOTE I, ATTACHMENT BY OTHERS, ... . SEE NOTE I, '.�•,!..:, •` SHEETI. "'�' "•.' MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW a1 caniPlyltL with 916 13111)" • .. Bulldin8 Code FRONT VIEW Px`;r�attnnptie c� 21 By INSTALLATION NOTES maw cC 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION •" •' ZeF' ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE \`\�'C���•'V10ENSE•'• P ��� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE )Y FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Z NO.58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. Lti 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �13p! ' �0•. F `. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED :�/�S`•FlOtl1OP•'C,��;\ ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A. Nil LL" b.E. FL P.E.#58705 DETAIL E: . MULLION TO MULLION DETAIL C: —1 .126'MIN INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO Mme°" (U•CLIP) MASONRY STRUCTURE ` 1)MAY BE INSTALLED IN'TEE'OR'CROSS' o (STANDARD CLIP SHOWN) INTERSECTIONS, 4 vaRlEs pp 2)MAY BE INSTALLED HORIZONTALLY S Y 1 ! Trp ANCHOR (SHOWN)OR VERTICALLY. 9TIANA�ARDO IPER SUBSTRATE, CV SEE TABLES 1B•130 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 C4 clip MAv s L i I TOP VIEW FOR CORRESPONDING MULLION, 00 1.'B [NBTALLED OY !i I EDGE DISTANCE THtB METHOD. I I I a FiNi MASON RX r, MULLION 1 ANCHORS VARIES •-•+ i t112STEEL SCREWS, S a; SELF-DRILLING OR PREDRILL MULLION AND USE SMS W 0 ,,/� vCOI rn EXTERIOR d° 4 yA B MULLION z J a a THE OFFBET CLW I3 `�� EDGE DISTANCE MASONRY e' ra RECOMMENDED FOR c Z g k ANCHORS FIN•FRAMED LINTERSECTION � WINDOWS BUT MAY U•CUP g e W �: ,.'Qa ALSOOE USED FOR ,A OTHER FRAMETYpES. EXTERIOR < TYP,ANCHOR .b PER SUBSTRATE, Q Z ,Z Q O) O / SEE TABLES 18.138 4 Q Q $STV TYP.ANCHOR SEE SHEETS LOCATIONS 23 FOR SUCItSTR{P PER SUBSTRATE, MOLE LOCATIONS ,� SEE TABLES'I"3B FRONT VIEW EDGE W ATTACHMENT EE DISTANCE R' STABLES EMBE M6xr' 1 a SHEET SEHEETE • '.. ..:.: ' 6"' t. . ,..y •. -<' � EDGE • ~�. .'.•-• DISTANCE mQ MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 8fi BABLES SIDE VIEW y ya FRONT VIEW SIDE VIEW DETAIL D.- MULLION :MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR eFIOR PERSUBSTRATE, BEE TABLES 10.138 2}QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE GREETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2f•23 FOR as complying W101 the Flmldp CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ti\til HOLE Building Oode FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, L TICS Ae"p18U101.1+,16-C1L1»'• 15 ` MULLION3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. 8Y4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. .�` ® 6d1 [oda 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED MOE 4YNN ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. STEEL STUDSTHINNERTHAN DSIEBET SES ` ��1�FRONT VIEWGAANDCOMPLIANTWITHTHEFLBUILDING +s1�OOE.A 2X WOOD BACKER MUST USED. q�:' '•.it ry/ ATTACHMENT OYOTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW �•K Nu,687D5 / NOTES: ` 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD: ' LL" ANCHOR VALUES MAY BE USED. '.���, ,• LOR10P•' (ry `1 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITYOF SCREWS. A.rE Yry�}I LEf3P.E. FL P.E.#68705 DETAIL F: DETAIL G: DETAIL H: ®UP FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �w� a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o a� SEE DETAILS A-E. 30.OR 45 Y ' 6 u SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TLO O SPECIFIC SUBSTRATES. N MULLION O I O Za 8m y O O 0 O O F-A. O O W O O TOP VIEW 2 W W SIDE VIEW I i ca N o SHOWN WITH V X 4'X.126' I TOP VIEW I p Z fO MULLION TTP.ANCHOR ER SUBSTRATE, F � EXTERIOR I i i / SEE TABLES 16B OR 16B ZTYP.ANCHOR V STANDARD MULLION CLIP I I PERSUBSTRATE, I I I EXTERIOR j v~j i� Z MODIFIED TO FIT FIELD I SEE TABLES 1B-14B ,.ISI i I Q Z CONDITIONS. I `� I I 12'X 6'ANGLE CLIP, H Z I I I I I I 2 PER MULLION END,MUST BE Q Q '� N I I I I INSTALLED INSIDE OF BAY MULL. MULLIONI i II I I CD I I CD Q S2 Y 2"XWX.12Y co I� I co N I I I I 2 PER MULLION END, Q I ANGLE CLIP, Z Q \\ I I I MUST BE INSTALLED Ib i INSIDE OF MULL, I b TTP.ANCHOR PER SUBSTRATE, SEE TABLES 10.148 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR 801'Ep10CN R �� PRODUCTREVISED O µAN f= ro complying with Iho Flodda Building Cada ® I O neocplmlco No INTOWOOD,STEEL, 1$•0g Bxpimlion Data ALUM,CMV OR MASONRY 1 H ® ® EDGE B DISTANCE PER Miami lkodlld' ANCHOR EDGE DISTANCE E NOTES,FOR INSTALLATION OPTION O&H: ��� �y LYNN Mq� PER ANCHOR O 0 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. Yom'.''V\GEIJSg'''•,'Q NOTES FOR INSTALLATION OPTIONS F: 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;-;S r ND.CiS705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 125'X2.11°X.125-MULLION. LOCATIONS. - T Z: 2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 15B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. A ,rl �-; ,'k,oF.�#Y"h" R E. FL 55705 TABLE 1A Mullion Cepocity Table ObsOl Opening UYEdIh(i°rvedIca*sParctrg muton)or Opening Hatght(for hoftDt^Ae*5pardrQ I zUM0n5) 50 in 6010 70 In BO In OO In 1001n 12010 1401n ISO In Raetenputar 7tap7T6et1g. Recienguiar lim mang. Rectonpufar 7niprrdang. Rectangatar TmpTlitenp, t4eciengdar TrapTidellg. Rectenguiat Tmplitie�. Recienpuier TtapRdang. Reemngrder Tiaptaiang. RaotangWar 7taptidang. y 1X2%.126 loading Loading Loading Loading Loading Loadno Loading loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading �Y Alurn.Tube eq JW. 11.8ff30.6142 .9.6 332 83.2 408 N6.fi 325 78,0 198 107.8 321 69.8 408 104.4 318 02.5 408 501.0 319 6&e 406 104.0 3119 40.8 406 101.0 319 3&9 408 104.0 319 38A 408 101.0 3S9 b F 4AA 268 82A 312 73A 262 63O 312 67.0 218 46,0 312 03.2 240 41.6 312 61.3 244 37.5 312 81.0 244 312 312 01.0 244 28.8 312 61.0 244 23A 312 81.0 244 LLI 63.06 234 632 281 81,6 228 46.0 201 65,7 224 30.9 261 62.1 222 35.6 281 60.1 220 31.0 261 49,3 219 26.6 281 4&3 219 22.8 281 49.3 210 2&0 281 49.3 Me LLI 62.0 .8 207 43.9 247 4&8 202 37.8 247 44.6 1119 32.0 247 41.5 1911 2&2 247 39.4 184 28,3 247 364 193 21.0 247 3&1 101 18.8 247 38.1 103 10,4 247 3&1 183 M O 38.41.2 170 32.0 200 36.4 IBB 27.4 200 31.3 163 24.0 200 280 160 21.3 200 27.1 150 192 200 25.9 167 16.0 200 25.0 156 to33.15.3 155 27.6 181 30.3 152 23.7 161 26,8 140 20,7 181 24,5 146 1&4 101 22.8 144 18.6 181 2t.7 143 28,00.6 142 24.0 1185 28.1 139 20.6 165 23.1 136 i6,0 165 21.0 1134 Z2223.3 120 18.6 138 18.8 118 18.0 139 11.6 fie10.88.7 108 16,7 126 16.8 107 ••__111171502 104 •r•' •- z Q N o TABLE 18 Anchor Co aclTabl9 ANCHOR CAPACITY ADJUSTMENT FORMULA: "_ M bg F c� � a � ANCHOR CAP.,,,,,, r!3 CV `' 8vaswtar 27kCommta 3.6kCona. HonowCMU FAMCAtU PT W004 Mew (DI? x )=ANCHOR CAP.,.,„ MULLION CAP.,,e,,,,, 61U161 910. ili•89Eko 6Uarsa oo i mmGatco 8106105 1120105 01261e5 W 04 S2 Aneko/typo: 3na'Elea Iguaean 1ld'Ebo Upteeon 3!IB"Eko NUocon 1l4•Ebo Unreoan X Anaho7CUpPattema umacai ApOkeocar unmeon AppreQala earawia57 soma(Gs) sorew(as) USE THIS FORMULA TOOBTAIN THE"ANCHOR LY Edge Otatanee OnY• P 2-1rr i• 2-Vz' 3.115• r 2-Ire r 2-1rr r 3-110' r 0.46• 046d• 0,321" CAPACITY REQUIRED"CORRESPONDING TO AN 1- X Embedmanl tink 1.314• 1.314• 1x14• 1.3)4• r 1-114" 1.114• 1414• 1.14• 1.14^ 1.114` r fa15' tale• 1m1es ACTUAL PRESSURE REQUIREMENT FOR THE 2Amaom 434.73•Min.O.C.J80ndord or e5 alp(fig.tp 9B0lea 390 1b3 d5D>. 8901. 164403 270 i. 2691. 364 roe 740 tea 3743664-. ale tm 3d1m3 442ma 6B9ms OPENING,WHEN IT IS LOWER THAN THE MULLION d r ��� tti 4Afmttom@1.1YMh°.GrStand.(or Ofsel)Up(fig. 480 IM 700 m3 WA WA WA WA 3801. WA WA WA WA WA 6921. 6951. 1120 roe CAPACITY(FROMTHETABLE)OFTHESELECTED 0 4Anc1>ataA3'min O.G I'll 2x6Anpla COim rIFy.31 78D iha 1'. 8801. 15601. 18981. 513 ea 6601. WA 760163 748 rba 880 me 1692mo 682 tea 8851. 1129 tea MULLION.IT WILL YIELD A MINIMUM ANCHOR go 2 An01mm 045'Mn.GG I U47q,wo.126"AWm.iFlg.41 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7161be CAPACITY WHICH MAY BE USED TO QUALIFY IAmtw1F�82ff0.57. 185 ms 1051b4 2250s 1451. 6220s 13503 140 m3 17704 370go 187is 3321. 4730-1 1700-1 221 t. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mrotgm®1.15•Min.°.CJ Fags(Fig.8 24804 3501. WA WA WA WA 1901. WA WA WA WA WA 341 m3 121. 688 m3 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE t: ---i� FIGURE 2: TABLE NOTES: - ( 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PRODUCT 9WIIhREVISED J ) m comPlylne wIN 1ho FlMdr SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -j 1,000• (- Building Coda AccePlmlcu No •02( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bx Dn1e I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. D'a o Product HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 126" ��\N y 4YNN , Aql( 11111 4)SUBSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICAIIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ;`��©•��CSNSi ;Q `� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT1"X 2•X.128^MULLION 58705 LEAST.125"THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND N°' • ILLI=_I THE MATERIAL,410 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. TE of /A l NMIh4)44 E. FL P.E.#56705 TABLE 2A D Mullion Capacity Table aHte Opening Wldin(for vanically-spannin TllWons)orOpening Heigtit(forhoti7ontal[yspa!lringlrufOonH) at }� 601n 60In TOIn 8047 00 in 100 In 1201n 1401n ISO In a(• o ReotDigutar I Tmp'rdang. ReotengWaz Tmpmtag. Rectewter I UspT81e1g, Rede7gul Repirnorg. Reetev2u 7TapITdag, RaoierguWr TM M. Rea(mrguiof T)ap�WM Rct*At TmprrftM Rectangular linpadang. d� 1x7%.376 Loading Loading Loading Loading Loadhg Loaning I.oamrg gLoading Loodirg LoaOrg Loading laadl"a Loodhg Loadlrg Laatlhg Loading Loading Loagrg Atum.Tub Magian 0! !ge•��{ €b gg{�{ gs �} gg .pg¢ 1t }fig p g.7y�({ s� 7�( L`4 dd F d7E 5 i d E 6 d d a d& 7 3 '� m Z " 42M 174.0 1 824 170.01 435 151.3 62 8ITQOJ 478 4297 682 170-0 608 113.8 082 IM51 618 100.9 Bat 198.0 517 90.8 682 188.9 517 797 68'2 188.9 617 84.0 662 1889 SIT 68.7 882 1889 617 O 45 In 121,8 1 807 1380 419 VIA 507 1182 MO $&a 507 1087 403 780 607 1026 399 67.6 507 99.6 397 60.8 607 MO 398 60,7 607 99.0 306 43.4 507 990 398 380 507 09.0 396 60.826 to 103.7 d58 114.8 370 884 458 We 371 TLi 458 Sa.S 064 64.8 456 8A8 35D 57.6 455 81.3 357 61.8 458 680 358 43.2 456 80.0 336 37.0 460 SAO 358 324 456 80.0 3W 541n SSA 400 913 MO 71.2 400 Sea 328 61.0 40D 72.7 322 63.4 400 87.3 318 47.5 400 64,0 316 427 400 823 314 36.8 400 61.6 313 30.6 400 atO 313 287 400 81.8 313 W O O tl F c801n 62.3 324 68,9 776 51.0 324 81,5 270 44.6. 324 61.2 284 Me 324 490 200 3AB 324 43.9 257 31.1 $24 420 255 28.0 324 40.5 253 122 324 A0,6 259 19.6 324 40.6 263 63 In US 204 67.4 252 44.8 294 492 246 384 294 438 241 ;Me 294 31B 237 29.0 294 37.1 234 Me 2g4 35.2 1 232 224 1 204 318 730 192 294 33.4 1 230 18.8 294 33.4 720 J 60 in 498 260 49.8 MO 39.0 268 424 226 33.4 268 37.5 221 29.2 288 34.1 218 290 269 31.6 216 23A 298 208 212 ISO 266 20,0 210 18.7 286 27.7 209 14,8 268 27.7 209 'S �, rte, 721n 38.0 225 37.9 196 30.0 226 322 191 287 226 28.4 108 226 225 296 185 20.0 225 23,6 182 16.0 22S 221 160 16.0 225 20.3 ITT 129 226 1e.8 176 11.3 225 19.0 170 Z L 781n 380 202 32.0 177 25S 20J 27.2 ST3 US 202 23.9 170 59.2 202 ltd 187 170 202 597 185 193 292 18.4 193 128 202 497 S80 189 202 15.9 159 9.8 242 498 156 ,�,...() N Z 7OIn 28.3 104 20.8 188 2'7.6 192 281 186 202 1D2 22.0 182 17.7 192 19.7 159 15.7 1B2 581 157 1A.2 1BZ2 1@8 165 11.6 172 16,7 162 10.! 192 14.4 160 8.9 102 14.2 160 Q r d• OD In 185 144 19.0 128 194 14d 1fl1 128 Z C OB to 16.2 127 198 113 F M ,'Z• O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA; 1p ~ AneborCa acfly Table(Ibal ANCHOR CAP.,,,,, W X 9ubstmlO: 2,7kCommle 3.5kCao. HODOW CMU FOW CMU PT Wood Meb1 (DP®)X ANCHOR CAP- 0: S71r IIco 1r4'SS Elco 5116'EtOo UA"38 Elco SID Stasi 0426teel Rig Sled MULLION CAP.,,,,,,,,, � N � [A A7chorType: 3115 Eleo UgmOon 114"Eco Ullreeon 3110"Elco L41mcon U4'EIOO Wrocon X „� }� AnchorCllp Palteme UBmeon AgweOalor whe4an AMWelor 80rew(G5)SerDw(G5) samw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR O EttpO Olstara!e g r x•itr 1' 2.112' 3.116• 4' zvr t' 24TP r 3.118" r 0.48' 0.54" 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN < 2 4A co Embedmem : b311• I-V4' 1.314" 1-314' r 1•U4- 1.114" 1.114" 1.114" 1-114' 1.114" 2" 1.318• 1.315" Puts ACTUAL PRESSURE REQUIREMENT FOR THE y A�Q 2Arciwm @ 4.75'Min.O.C.18tendaMatQOsal qlp(Ftp,1): 390Ibs 39)On 450 flu MMS 1644%3 27O Rn I 2801bd I 354IW 740 iia -74"Its Set ms 9481to 341 On, 4420,3 --Z-b3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A7lnafe®1.15'Mh O.C.I Slen�M(aORaep Cllp(Flp.2); 4861bo 700 th3 NIA WA N/A WA 3901bs WA WA WA WA WA 682 ms SOS NO 1120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Aicn0-1 an 0 r Wh OA r M 2x5 Ar&tdhs r ft 3), TOO be TBDIM 6800» 156ogm Ilan ft 646 ms 6%me I WA IHOIOO 744Ibs Sea lbs 189204 W21be 886 the IMMS MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 Anchom GOAS'MIn.O.C./U421p,Mto.125 Alum,(F1p.4k WA WA WA WA NIA WA WA WA NIA WA WA WA WA NIA 715 ms CAPACITY WHICH MAY BE USED TO QUALIFY s AnchatF421p(F16.6T 195 nos too Do 225ttm 445 ms 8U on 135 In. 1 1461bs I 477lbs 370 be lei ms 332lba 473166 dams 221tW 286ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Moxas Q 1.15'Mb.O,OJ F421p(Flo.6$1 240W 350Iba I WA WA NIA WA 1 100416 1 WA NIA WA WA I WA 1 3411x6 1 442[be 5g0lb- ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES; PRODUCT RBVISED ��� • _� w complying o "Fla" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Duitding Carlo • 1.000" Ail ml '02 D SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. ') {" Ail mlidn tY�e • S 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Hy FIGURE 3: Mtm1i hnduct' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2 000° ...... HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET$21-23. vv LYNN 7�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED iNPAIRS. F 1 ti�Q•�.�,:'•410ENSF •� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376" FIGURE 4; FIGURE 6: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED '' No.58705 7' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MiNiMUM GRADE 33 AND.045`THiCK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2"X.376'MULLION _ LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = 0 '• Q THE MATERIAL#110&012 ANCHORS 1870 WOOD MAY BE STEEL,18$S.S.OR 410 S.S. Aa't Tv F f1- "C''••.ktoRlDa.•''f?�'� eV A LYNN M1LbE)3,P.E, FL P.E.#68706 , ^ 4 Awhm 1.16"MID.O.C.I slandeal for 0000 Cop(FI2.21 460 m 700lbs PJA MA WA NTA-- WA WA WA NIA 602 Ib3 665 Ibs T TR Ws CAPACITY(FROM THE TABLE)OF THE SELECTED | � TABLE 5A Mullion Oupachy Table Ibefte ®} Opontng Width(tor 14uf1ca*spardri Indions)or 0 ntn Helghf(tor Wz0rta*spar Ing mlt5ona) C 5010 00 in 701n spin 001n 10014 120 in 1401n 18DIn Ractonwlar Trep7Mmg. Reatmrgiar iSepiTden9. Reoiengdar TlaXTft9. Etoclelgder Tiap7T'denB. ftiongder 7teprMmfp. Reotang4ar TtePMwq. Rectangular Tiapr14an9. Ro4te09aiar TrePRdo09. Raatanguiar -Oapfnlang 4 1"x8,126"% I.oadut0 Loading loading Loa Loaft Loading Loadn9 Loading Lowing Las6�p Loading Loading Loading Loading Loading Loadng Loading lowing px .6001n AlumTubo Mull � 11 � m Z azw 1'170,01 620 nodi 435 170.6 744 170.01 478 170.0 Egg 170.0 bas 00.0 B92 1700 519 170.9 1118 170,01 625 170.0 1240 170.0 52! 170.0 1486 170,0 621 5704 1735 110,0 625 154.4 IBM 170.0 521 4814 1704 708 170.0 524 170.0 650 170.0 504 170.0 992 1704 030 170.0 1133 170.0 681 170,0 1275 170.0 877 170.0 1417 170.0 880 157.7 1577 170.0 800 135.1 1677 170,0 080 118.2 1677 170.0 660 � p 50.02514 170.0 747 170.0 653 170.0 608 170.0 631 1704 1018 00.0 664 170.0 IIB5 170.0 723 170,0 1345 170.0 747 170.0 1484 170.0 750 1413 1405 170.0 758 121.5 1{95 170.0 766 108.3 1495 170.0 768 W o$ � 54 in 174.0 797 Na0 612 770.0 958 170.0 8Bl 170,6 1118 170.0 754 170.0 5276 170.0 603 140.1 1461 5704 637 140.6 1401 170.0 650 124.6 4461 170.0 a81 100.6 1491 170,0 461 03A 1401 110.0 Bpi D3 O N co 60 In 170.0 865 170.0 701 570,0 1063 170.0 797 155,5 1168 170.0 818 136.7 1158 167.0 028 123.3 1158 160,6 917 111.0 1158 149.7 910 02.5 1166 144.5 DD3 79.3 1150 144.5 003 00.4 1166 444.5 903 F 6314 170.0 030 170.0 745 159.5 1049 170,0 550 137,0 1040 155.5 660 110.5 1049 141.7 646 1085 1040 1320 630 83.9 1049 125.5 625 704 1019 119.3 620 68.5 1049 118,9 019 60.9 1049 1154 BSD -j 8810 168.4 855570.0 769 13a9 955 151.3 604 119.8 0.63 S32T 748 104.2 855 t2td 776 028 066 112.0 706 63.4 955 108.4 757 6a5 955 09.6 749 1 504 855 Bal 146 62.1 055 98.7 748 ? COeEj 7214 125.5 803 134.8 887 1074 803 114.9 882 91.6 503 101.1 870 50.3 587 81.2 059 71.4 003 03.9 848 842 003 78.8 042 53.5 605 722 832 /0.9 803 89.8 626 40.1 803 89.7 027 a. Z 7014 108.2 721 114.1 82B 91.0 721 B7,p 616 70,0 727 pal 805 80.3 721 785 SBS 80,7 721 70,1 680 61.6 721 BSA 570 45,5 M1 69.4 688 30.0 721 68.6 584 34.1 721 56.1 5B3 Q J r cr 7610 1011.0 084 505.4 699 842 664 09.4 507 722 604 T6.4 676 83.1 684 704 687 581 884 64�A 558 50.5 684 S94 661 421 864 54.1 641 30.1 684 51.3 636 3L8 804 04.8 53{ Eli CS p 0014 05.8 614 074 458 64.8 614 67.3 440 474 614 50.0 440 41.1 614 N.0 433 38.5 514 404 427 329 614 37.3 421 274 614 33,0 412 MA 614 304 408 2D,0 614 29.0 403 Q 4n z 9610 64,2 452 65.7 404 462 462 47.0 39B 36.7 452 40.8 3B0 33.9 452 36.d 384 30.1 452 324 378 21,1 452 304 373 22.0 451 204 385 10.4 462 24.2 369 16.0 452 71.8 355 (A 6x'1 d � 108 In 30.1 367 US 371 31.7 357 327 317 27.2 357 20.4 312 236 357 25.2 386 25.1 3S1 72.7 303 10.0 357 20.6 299 164 357 180 203 13.6 3S7 182 247 11.0 357 56.0 283 W C4 111 In 30.1 338 35.8 3M 28.2 338 30.1 301 26.0 338 2B.1 290 25.8 330 23.1 2B2 109 338 20.8 Z80 57.6 338 19.0 284 14.5 B36 18.5 218 125 335 14.0 213 11.0 330 13.8 259 � 0j 120 in 27.7 289 28.2 283 23.1 289 23,7 250 iB,B 269 20.5 258 17.3 7B9 10.1 252 164 289 58.3 248 13.8 269 14.9 246 11.0. 248 125 240 8.0 269 11.4 230 8.7 260 IDA 232 V X Q. O O TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: � AnchorCa orJ Table lbs (ANCHOR CAP.,,,,,,,, m SWSDaIH 27R t:arcffia BSIConc. Naaow CMU FIOedCMU PTWao4 MEW (OP-)X{ >=ANCHOR CAP... �0.� � &15 Elco 14.6B Eto 5x15 Et0 v4•SS poo g1061es 012SWI NI2SIWJ MULLION-CAP.,-,-/ a15Etwtmraem vPEuoUlOacon &tSERoUtram V4r'EkaU674cas Agp0dor demon Ag3te(tAor StmwpB)Stiawt05) scraNm USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCHp Pattam6 UamcoB Ed0s D5Wrc6 pn7 r 2.117 t• 2-v7 3.18• 1• 2-v2" t• 2-v7 2 3-110• 7 0.48• 0.54• 0.32r CAPACITY REQUIRED"CORRESPONDING 70 AN Emitdnmt 10.74' 7474• 10.74• tad• r MW 1-v4• 1.114• IAN, taro• 5-114• r lana• tare lases ACTUAL PRESSURE REQUIREMENT FOR THE 2 AntMn®415 500.O.C.t 510.x11015 arOmel M(RD.1" Ips 390 as 450 we ago roe 1844105 218109 2B0Ib4 354[ 74010.3 374100. 6641ns 216 us 341 roe 442916 660IDa OPENING,WHEN IT IS LOWER THAN THE MULLION ' 4AWM@1.15•Mao.O.r;18tMMM(940aet)42PF42j 450855 740M NtA WA WA NtA W WA WA WA WA WA 65220 005 ad 112000. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcnoi3®3'Mw.O,C.I 2x6 A101e Cg19t(Flg Bj 7W We 700 Ds WIbs 1560188 18961D5 filo lbs 5(4149 NIA 7601bn 748 bs amine 16229s m2 ns 085 Ra 1120108 MULLION.IT WILL YIELD A MINIMUM ANCHOR 9Arc1KM6480.45'MltaalU ,Uuo.f29Nup457g,4j NSA M NIA WA WA WA WA NIA WA NIA WA WA WA WA 107305 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcfprl F41t1p 940.5j 196 an 106 Ws 0.5 pin 446 DA 022 an 13560 too 60. 177 On 970 041 187 ms 3B21oa 473 as 170004 227 Be 260 in ADDITIONAL ANCHOR OPTIONS FROM THE 2Anonma M 1.15 Na.04IFtf 0 240 Be S5D IDs MA WA IM WA 19000 WA WA NIA WA WA 9410x3 440.lhs 660 Qs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED as comp lyin6 4w1th She Flo" FIGURE 1: FIGURE 2• F•1.000'�4 B011dingCada TABLE NOTES. Acceplanco No 6'C 218.03 0", Rta �Z0 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By i SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. hf1111111tt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.125• ti��`QN�,,,.,.„ •71( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ``�'��•''y1GGNSt FP �: HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;; Nc,50705 ANGLE CUP MUST BE USED IN PAiRS. .500" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED [/�J, ¢ •• L1' FIGURE 4: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED p U 1 b l{%:: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606376 AND BE A MINIMUM OF.125" }) {' .'11! i THICK LEAST.125 THICKAND A3&ASTUDS TO BE ALL ANCHORS INTO METAL SNIMUM GRADE 4HALL EXTENDAT LEAST 3 SCREW THCTURAL RTEEL TO BEAT EADS BEYOND 1X(1"VF MUS IIONL)LiON 'rt�1+ .r o7R10�•'�aG�} • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,10.6 S.S.OR 410 S.S. A.LYWN1 tAiLL£R,P.E. FL P.E.#68705 TABLE 6A r MuI1lonCapacity TeblapbaAts) • ��� Opontng Wldih(farwrgca*var9irlg mition6)orOpentng H01ght(lbrtortzmdaly-spam itlg mUltons) # 502 6o1n 701n 80 1n 00 In 10010 120h 140 In 1801n 56 RMan91dar I 7raprnient. Reohngular I Ttap/Ment. fiacienp,4ar Trepiatang. Raatwl9utar 7reptiltang. Ra61an0idar TFep117lang. Ractang>ier TraW-41. Root for T7apMem. Rectoguiar Tiaptnkrrp. Reoiangw Trapr7dang. d 1114x.126 IoaGng Loading Loedae Lading Landau Loading Lowing Lading Loading Loading Loemtg Loading Loadnp Loading Lodine Loadn9 Landn9 LOadnt 6+Y4 o Alam.Tuba is MUNIOR li 4211 170.0 020 170.8 436 110.0 144 170.0 47a 170.0 a88 170.0 Goa ttao 112 170.0 610 170.0 lite 170.0 521 170.0 t240 1T50 621 170.0 1469 170.0 621 145.0 1499 170.0 521 127.0 1469 IrDA 621 4e 11 no.o Toe 170.0 074 170.0 860 t70.o 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 1777 1583 1303 1750 660 130.3 1303 170.0 080 111.7 1303 170.0 698 w.1 1303 110.0 600 LLI _ 40.82610 170.0 747 170.0 6e3 170.0 e98 110.0 631 170.0 1046 170.0 684 170A 1195 170.0 723 138.1 1236 170.0 747 140.6 1236 170.0 760 117.1 1265 170.0 768 100.4 1236 170.0 786 87.6 1235 170.0 756 •"� �� � 04 In 1700 797 170.0 842 170.0 068 170.0 691 170.0 lite 170.0 let 144.4 1156 170.0 603 131.2 1165 170.0 837 12&6 t158 170.0 658 1029 1165 170.0 881 682 1156 170.0 881 772 1166 1TOA 981 L p 601n 170.0 865 170.0 701 108.7 1042 170.0 707 142.0 1042 181.1 832 125.1 1042 148.7 816 1112 1042 136.6 601 100.0 1042 130.2 791 03A 1042 125.1 782 71.6 1012 125.1 762 82.8 1012 125.1 782 0? J 631n 176.0 930 170,0 748 1512 892 103.6 616 129.8 692 t44A 790 113,4 802 131.0 782 100.8 092 121.4 788 80.7 892 1148 766 75.8 882 108.4 745 64.6 192 100.0 744 WT 982 106.0 144 -J 6810 SG54 947 170.0 789 137.6 847 1456 765 116.1 947 1303 786 103.4 647 117.7 752 95.0 947 108.7 738 a2.7 047 102',2 727 60.8 947 95.1 713 69.1 047 94.0 711 61.7 047 94.0 711 721n 135.9 549 1427 731 1132 849 121.6 722 97.0 040 1OSA 700 54.0 He W4 600 76.6 846 U.1 We 67.0 610 827 076 60.6 649 76.7 858 48.6 649 726 862 426 048 72,4 661 C} p 76 In 116.6 782 120.7 665 06.3 762 1026 652 02.5 762 00,0 640 72.2 732 JM20.8 42 7a2 742 620 57,8 782 69.2 GO 451 782 628 602 41.3 782 68.9 697 38.1 782 51.4 595 tQT? v g 7810 108.0 724 111.0 834 89.0 724 94.3 621 T&3 724 828 809 60A 724 8A 724 68.1 691 63.4 724 83.4 593 44.6 72A 67.3 573 382 724 81.3 687 33A 724 67.6 665 •[{ "' r 901n 69,6 643 71.8 453 58.0 543 60.7 474 49.7 647 629 468 43.6 643 36.0 843 42,8 452 34,6 60 39.6 448 250 643 51.0 430 24.0 643 321 430 2t.7 $43 30.7 426 00 In 57.3 478 58.8 427 47.5 476 49.7 419 40.9 478 432 412 35.8 478 1.0 478 34.6 400 257 476 32.0 318 23.9 478 28.1 380 20.5 478 25.8 360 t7.9 478 242 379 0 O 106 In 40.3 377 41.1 341 33.8 317 34.6 334 28.8 377 30.0 330 25.2 377 2,4 371 24.0 321 20.1 377 220 317 10.8 377 We 310 14.4 377 17.1 304 Ea r � �r ill In 37.1 387 37.6 323 30.9 357 31.6 348 256 1,357 27.6 313 232 357 0.8 367 22.0 306 155 357 20.1 301 16.4 357 17.4 204 Ea �(120tn 28.3 300 258 270 243 308 26.1 274 21.9 308 21.7 270 t6.3 309 153 308 17.3 283 N 14410 17.0 212 172 106x `� O O ` �e m TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ana 07Ce aoi Tabs Iba ANCHOR GAP,,,,„„ -•7 .� 6Ubetrel0: 27k oDnarele 3.5k Cao. Hollow CMU Red CMU PT Woad metal (Op-)X{ )oANCHOR CAP... AncbwTyX 3116- Macon 114'EkoUlaacar VI �8 3MirEicOWaacm 114•Ergot761econ 14"SSEko 8116•Etoo 1/4'6SEko 5106M6123tee1 6128tad MULLIONCAP.,,o,,,,,,, AnaharCllpPalteme III man AtgmBeter taaacon A9gra0ator 8cmw(ON 6crew(G5) scraw(G8) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed1e tkata408n7 1• 2.112." t• 2.10 &i/8• y' 9-I/2' i• 2-112` r 3.11V 2• 0.48• 1 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(h): 1-ate 1-314" 1.3x4• 1x14• 2 I 1.14• 1.14' 1414• 1.1/4' 1-14' 1.14° 2" lace• tare' sellas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 4.76•Mh.O.Q 18taMarderMOM10(Flt.t&2): asoma 390 Ms 450 IM 890 mt 1644 jW 270las 28o IM 354 1be 74010 374110 sellae 808104 341 me 421he 6w ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohoie a 2.2V Mss O.C./Standard(or Oftel)Cep(Fig.3): 700 ms 70a lbs SW W 1410160 VA mo WA 50016e WA 630 ms WA 860lbs WA W2 Ins We ins 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArAbo.01.IV Mh.0.C.18teadard(or06elI CIIp(F III ft 950 m. 1400 Ins WA NIA WA WA 700 11)5 WA WA WA WA WA 1363 ft 177oms 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anahsrs@rMat O.C.1(/i2a6An*050aIft.e). Ming mran ow mo t56olw ig9albs 64gmt 6GOIm WA 760 k9 Metal Mll's fen" 6022. 685Musa CAPACITY WHICH MAY BE USED TO QUALIFY MOM®3•MaL 0.0.1(2)2c6 Angie rips/(FIg.6y, 117016. 117811 1020 me 2340lbs 2844 ke Bta ms 0401ba WA 11401W 112x ms t32o ms 93-81be 1022 ms 1327ADDITIONAL ANCHOR OPTIONS FROM THE 4 Atolgm Q 8.45"Mtn.O.C.t 04361,h10.125^Ahm.(Fit.7y: WA WA WA WA WA WA WA WA WA WA NtA WA WA WANCHOR CAPACITY TABLEPRODUCT REVISED 2 Anchors G 2.26'Mh.O.Cl FLM n.01 35x ros 350 In. 290 ms 7051nai 476 ms WA 280 lbs WA 315 ma WA 440160 WA 391 ms 412as cODUCT a with ILO 111otidtl4Af0IWa 1.56•MtM O.C1 lFli 9Tasoma700 msWA PJ WA WA 360161 WA WA WA WA WA 862140 e65as complying ilding Coda NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. j 1.000^ AccaPtmcallo 1Cp-621$,Q Ex*1onTABLE NOTES: Bp FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGUREB: FIGUREB: M1)SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE t �' • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. "�Xa lf1( f r� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 41GENSF 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000° •j, No.J0705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .57.07E F �•U • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TR FATED YELLOW 126" 'C7X,'.,•A P..'�� (L� J SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 605346 AND BEA MINIMUM OF.126'THICK.STEEL :��G� „CORIO•. �y ANGLE CUP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36.ALL ANCSTUDS TO BE A IHORS INTNIMUM O META SHALL EXTEND E 33 AND.045'THICK AT LEAST 3)SCREW THREADS BEYOND THE MATER.STRUCTURAL STEEL TO BEAT IIAL^#O(&K I 'llls"/'�11,�I �`l #i2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. 1"X 4"X.126° A.LYNN ILL6,P.E. MULLION FL P.E.#58705 TABLE lA r e Mulllon Capacity Table Ibetee Op6ntng t46dfh{for te70caliy-spanrdng mu4lon9}orOpanlag Height(for tarimnta6y-9pacmtng mt#8orls) 6o In 701 6011 n 60In go In 1001n 1201n 140 in 18011 O Raetangalu Trop7Meng. R.. outer Tmpmiarg. Recienawar Tolpm n0. Recteneder TmplTdeng. Reatangdw •ptep7Tden0, ReaanOrder 71"I""g. Rectonyu7w Rap7nlonB• Reolangtiar � 6 F 1114 X.376 TtLo drw Re oottfadar Teoprannop. Y RS AlumTuhe Loadrg Loodng Loean9 LoetOng ladn9 Lowing Lceang leean8 100610 Loading 'Loeang Lcadng Lowing LoeanB Laedng I.oedng WemnO 100610 Mullion 11 6 (; 11 1 �' 1 1 11 6 11 6 6 h h 11 (V 9 1 1 it 11 1 1 1 u 11 111 1 .4 1 1[ 1 42m 170.0 = 170.0 435 170.0 7N 170.0 478 170.0 SW 170.0 600 170.0 092 170.0 619 170.0 1110 170.0 621 170.0 1240 170.0 62t 170.0 1196 170.0 021 170.0 5733 170.0 621 170.0 1903 170.0 621 yy! J tttllllllll 4811 170,0 700 170.0 621 770.0 658 170.0 6B1 170,0 0B2 170.0 030 170.0 1133 170.0 681 170.0 1276 170.0 en 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 1083 170.0 660 151.8 2024 170.0 $90 5082011 170.0 N7 170.0 683 170.0 am 170.0 eat i7oo 7048 170:0 a" 170.0 11196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 110.0 1793 110.0 766 160,0 1818 170,0 760 138.5 long 170.0 765 (7) 5414 170.0 787 170.0 612 170.0 856 170.0 097 170.0 1118 170.0 764 MA 1275 N0.0 803 170.0 1434 170.6 837 170.0 1594 170.0 868 169.9 1799 170.0 081 137.1 1790 170.0 081 120.0 1799 179.0 981 CO p � 601n 170,0 Bab 170.0 701 170,0 1063 17MO 797 170.0 1240 1T0.o are 170.0 1417 170.0 044 170.0 1694 170.0 908 155.6 1018 170.0 1033 129.6 1819 170.0 t063 1U.0 1619 170,0 1063 972 1618 170.0 1083 co � 63 in 1780 030 170.0 745 170.0 1116 170.0 850 1704 1302 170,0 940 170.0 1408 170.0 told 168.7 1642 170.0 1070 t4t.0 1642 170.0 1122 117.5 1642 168.5 1158 100.7 1642 167.0 1167 88.1 1642 157.9 1167 ,a J ,6 win 170.0 974 170.0 769 170.0 1189 1700 863 1704 7384 170.0 10� 180.8 1472 170.0 7080 142.8 1472 1&1.6 7148 126.6 1472 1604 1130 107.1 1472 147.8 1109 91.8 1472 148.0 1104 $0.3 1472 146.0 1104 3b£` 7211 170.0 1083 170.0 070 170,0 1273 170.0 1009 150,0 1320 188.2 1101 132.0 1320 149.0 1082 117.3 1320 137.8 lose 105.8 7320 120.6 1049 68.0 1320 117.0 1024 76A 1320 MA 1013 06.0 1320 112.6 1012 CUj � 70 in 570,0 1122 170,0 807 140.8 1154 158.4 1013 1282 7104 130.9 096 1122 1164 125.7 Bra 99.7 1184 1163 964 89,8 1164 t07.3 852 74.0 1104 97.6 935 64.1 1164 03.1 827 88.1 1184 92.3 825 �j {�D z 7811 1$8.1 H24 170.0 867 130.0 1724 147.0 865 118.6 1124 128.8 847 103.8 1124 115.8 931 92.3 1124 105.6 810 034 1124 86.3 006 692 1124 89.0 980 59.3 1124 64.3 $81 674 IIN 83.2 575SON 105,1 644 111.5 760 80.1 044 81.3 738 77.2 8N 02,1 724 07.6 724 73.3 712 60.1 64 085 702 64,0 846 01.4 893 45.0 724 64,2 876 38,0 ON 604 668 33.8 80 47.7 662 061n g8.! 742 81.6 063 74.2 742 77.2 652 63.6 142 e72 641 55.7 742 ERB all 49.6 742 64.1 822! 44.6 742 40.0 614 37.1 742 43.0 600 3114 742 304 $90 27.8 742 37.6 Sal login Sze 605 83.9 030 $2.1 686 53.B 621 44.7 688 404 *467 !!b Us 41.4 606 344 608 37.3 400 31,3 586 342 482 26,1 US 29.6 451 22.3 660 28,8 472 10.6 ON 24.7 466 � M� 17-In 874 655 58A 503 46.0 655 49.6 495 41.2 655 42,0 655 30.0 480 32.0 655 34.2 473 20,8 655 31.3 467 24.0 fids 27.1 457 204 655 24.3 NQ 160 366 22.4 N2 J(12061 46.8 475 40.4 433 38.0 476 39.4 128 326 476 ls.T 475 28.6 414 26.3 476 26$ 408 228 475 24.6 444 19.0 476 21.! 396 18.3 4T6 18.7 367 14.3 476 17.2 581uliN W 28.4 330 26.7 305 220 330 22A 301 16B 330 163 330 17.0 293 V X ` O O TABLE 7B 0. ANCHOR CAPACITY ADJUSTMENT FORMULA: � Anchor Ca ci Table a ANCHOR CAP„o,,,, SWellate: 2.7kConcMe 3.5k ON.. Ho06wcmu Filled CMU PTWaod Mefel (Dt;,,)X� }-ANCHORCAP.,°„ Amhw•{ype: 31t0•EioaUltwon 114-Elcoulttnaon 14f8"Eloo 371wEkouitocon 1teEk.ulimno U4 asVa.Sr%,Coo 114•GaEbo d10Stee1 $1251001 Mated MULLIONCAP.,,m,,,,., AnOhorCllpPeHOme UI(mon AggivOsIr Unmeon A99reGetw Somw(05)Screw(GS) gomw(G6) USE THIS FORMULA TOOBTAIN THE*ANCHOR Edge Otatence(in 1" 2.112" 1• 2-1m 3.118" 1• 2-Vr 1• 2.112" 21 3.110" 2' 0.46• 6.66• 0324• CAPACITY REQUIRED"CORRESPONDING TORN Embedment not 14141 1314' 1-W 1374' z 114/4" 1.1141 1 1.1141 1.114• 1-1(4" 1.114• 2• 1.9ty 1416• wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2Arahom4D4.T6'Min.O.C.I Sfo Wsw oroNet CW tFq.162): 3 •a 39Dfbs 450$0 $901 1 Ns 270 Re 280166 354 ms 74Ufbo 374lbe Sol 948 So 11ba 4 1ba lba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehors®2.25-Min.O.C.IBtwxlsd tor056ot)cup(Fw.3): 70o rm 700 ms -aft- 14101bo 952 Do WA 650 ft WA am ws wA 8801ba WA 682165 8851hs 1120M. CAPACITY(FROM THE TABLE)OF THE SELECTED flAnchomg 1.16"Min.oa t slw4ad(or oMel)alp ft.4k 9gglbs 1400lba WA wA WA wA Teo ms WA WA NA WA WA 1363lba 17701b5 22401x5 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 p4klera�l 3.7211.O.C,1R)246 Argla t;6►pe/{Fq.S): 760@9 78000 080104 15001be 18961ba 540163 Egg Ore WA 760W 748 We 680lbs 1892 roe 8920,3 a86 Its MOM CAPACITY WHICH MAY BE USED TO QUALIFY eAnchara,pt3•Min.0.0.1(2)215 Angle Coon I(Fla.O$ 11701bs 11701bo 1020 WS 2340 Its 284480 9f0lbs 640[be WA 1140 The 11221bs 1320106 2586lbs 1022 ms 13V ba lamas ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhora O 0.45"Mon,O.C,1 V{7ip,Nto.126•Atum,tRO.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA i4302o ANCHOR CAPACITY TABLE, 2 Anchwo 02.25'7211.O.ct F471y ffq.B$ 3SOIbs 350 Aa 290Ibs 7951ha 47$lbo NIA 2601bs WA 315(bs WA NO lbs WA 721103 N21bs 580158 PRODUCT REVISED 4Aoehon®1,f5•MIn.O.Ct F13tp .9y: de0tbs 7001p WA wA WA WA 350 ibs wA WA wA WA 1ttA 802103 ON bo tiN R* as complying with Orb Plbride Ba1g Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.082' f- - 1.000" - Ac pt once No 0 DB TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURER 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Mlem d6 Froduct • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 I I I I I • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. ,\ 1Y13N 1Nl(( jji�. • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4�0° 4.000° SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .,� No. u 68705 74 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 4 FIGURE 6: FIGURE 6: FIGURE 7: - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 �jQ !,U • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE D� W; • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE •.,r•LORtO) '' C9�` 6063-T6 AND BEA MINIMUM OF.126'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046' 376" -375' %r�t i `�.:" ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. NTO METALASHAIL EXTEND AT�IFAST 3 SCREW TH L STEEL TO BEAT EREADSIBEYOND THE M26-THICK AND ATERIAL#1D&ANCHORS ALL 2 1"X 4"X.37b'� 1°X 4"%.375" T t 1�(`sc t'Jltl.l o` 'T'-MULLION MULLION A.LYt>a)VIMILLif�P.E. ANCHORS INTO WOOD MAY BE STEEL,78 8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 8A ® v Mullion Capacity Table Ibalilz Opening Width(for wrbcatyBPenning anions)orOpeningHeight(for hortmrdely-spadingm utions) y 601n 801. 701n min so In ym In 1201n 1401n train Rectangufir Traplyda.g. Ratfa(Begor Iftep Nang. Recimgular Tr lane. Roctairgiiter Trap wall. Rectmgtdar Treproni g, Reefanselat T Nart9. Recten far T! pnifasg. R4etwomar TrwUmg. � ¢ 1.26". Looting Lembo Loafing Loadng Loading 0 no Loading Loodn9 Loafing Wading Loafing Loading Loadig Woadeg laadng� Lowing Loading Lead" ;fit �.1ea"tc ,286"Alum Tube Mull gs .4 Qfn 170.0 420 170.0 436 t70.0 744 170.0 478 170.0 688 570.0 Bee 170.0 892 11&0 619 170.0 IS18 110.0 621 178.0 1240 170.0 421 170.046111tTOA 521 470.9 1736 170.0 521 1544 1780 170.0 521is 461. 170.0 708 17010 424 170.0 em 570,0 684 170.0 892 170.0 630 170,0 1137 170.0 461 178.0 1275 170.0 677 170,0 1417 170.0 600 154.81 1610 1170.0 080 532,7 1540 170.0 600 118.1 1619 170.0 660 69.82b In 170.0 747 570.0 883 170.0 898 170.0 gat 170.0 1010 170.0 684 USA Sisb 170,0 723 170.0 1316 170.0 747 167,0 5468 170.D 758 138.2 1480 170.0 7m 159,3 1488 170.0 766 104A 1468 170.0 706 � 64 In 170.0 707 170.0 852 170.9 ew 170.0 mi 170A 1116 170.0 764 170.0 Im 170.0 803 183.5 1376 170A 837 146,8 1376 170.0 866 1223 1378 170.0 861 104.8 1378 170.0 881 91.7 INS 170,0 rat LU00 p rain 170.0 806 170.0 701 170.0 im3 170.0 787 160.8 1168 170,0 678 130.0 1150 187,4 We 123.6 1150 INS 910 111.2 ilea 168.0 012 02.7 1156 144.6 m5 70.4 5160 144.8 m5 69.5 1158 144.6 005 IU t0 13 In 170.0 930 1704 745 Ism lost 170.0 650 137.2 1051 SSSA 862 120.1 1051 1420 045 100.7 1051 132.3 837 96.1 1051 125.7 630 80.5 1055 1ta5 622 See1851 IVA 821 664 lost 118,1 an 60 In 187.1 857 170.0 780 13931 867 561.6 M119.4 957 134.0 780 104.4 957 121.9 777 92e 957 1128 767 63.8 037 1mA 769 m.8 667 100.0 760 68.7 857 864 740 622 867 86.8 746 M 721n 1247 804 1352 886 107.3 tl04 1152 604 9LB 904 101,3 671 80.4 604 01.4 660 71.5 604 84.1850 84.4 504 70.8 043 63,8 804 72,3 633 48.0 504 88.9 028 403 004 69.6 628 TB In 109.4 722 114.4 630 01.2 722 87.2 6118 79.2 772 86.3 See 69,4 722 78.7 bra Me 722 70.3 betl 64.7 772 85,6 NO 45.8 722 $9.6 We 39.1 722 60.7 666 34.2 722 642 1184 ��+t �� Z 71 In 101.2 685 105.6 m0 84A 605 89,6 $68 723 1 885 76.5 677 63.3 60 70.6 mtl 1 88.2 685 84.6 460 60.0 See 60.1 663 42.2 065 64.3 643 302 BOB 61.4 637 31,8 sell 00.7 638 min 65,9 510 60,0 457 64.8 BIB 57.5 449 47.1 615 60.11 441 413 515 44.7 434 30.6 $15 40.6 420 33.0 SSB 37.4 422 21.5 516 37.1 413 23.0 615 30.5 407 20.6 BIB 20.3 404 hr O^ 98)n 64.5 463 65,8 40.4 45.3 443 47.1 397 36.8 453 414 391 334 463 38.4 345 30.2 453 330 379 273 463 30,4 374 22.6 453 20.6 386 19.4 453 24.3 360 17.0 463 229 358 co 1081. 36,1 35B 39.0 323 31.8 369 328 316 27.2 358 20A 313 23.0 350 25.2 BOB 212 356 22.7 304 19.1 356-F20.8 3M 16.0 359 140 283 Illin 341 330 35.6 306 29.3 330 30.1 301 26.1 338 241 297 220 330 233 203 19.6 338 20.0 290 17.6 338 19,1 265 X 52 to 120 to 27.8 290 28.3 284 23.2 290 234 260 48.0 290 204 258 17.4 260 182 25} ifr.4 290 144 249 to to O O 144 M 18.1 2Df 18.3 160 (n s tl, � N TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: rap' AnchorCa aci Tablejibs) ANCHOR CAP.,p°,,,°` SOaelrala 23kQBeide 15k Cant. Hdl cmu FOMCMU PTWdad Meta (OP-)Xt • )-ANCHOR CAP.,,, ;ySS`lOtd Wftsms Eta 'Ekd ttr 88 FJtA 410 steel a128teet 91281--1 MULLION CAP.,,,,,,,,,, AnehorCllpPalteme Anchor s't6"Eirotrtlraem Uri:kol)Braean U1tr�on yi8'pcoi0iraon tlrlUeoU.racon 2cm Agg"S.- Screw(m)scral(O� Ocret1(06) USETHtSFORMULATOOBTAiNTHE'ANCHOR FAeeasiarce¢r,) 1• 2-v7 t• 2-vz site• r 2.9r I• 2-v2• -11a 2• ods• Ow 0.3¢4• CAPACITY REQUIRED'CORRESPONDINGTOAN FJlibetinml n 1x14' tart 1614• fa'r r 1.114° 1.1114' 1.1.4• 1.11r .1/a' r tall• 1;aIB" votes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctms0476'Kn O.C.ISFamaaoroOsetCOp(Rg fk 39080 39Dms 45OWS moms 1644 ms 2700H 2mfm 354 tes 740 bsams 946Its 34510; 442aa 660 ma OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anthers IAW Min O.C./s1an631a orlsegc g a) 4eo ms 760 w6NIA WA NIA NIA 360as N WAA WA 602 ms ash ms 112098 CAPACITY(FROM THE TABLE)OF THE SELECTED moms 15W ms tag b3 61oms 6W los NIA 760mel bn 1892Its SHIMS 665 ice 11MIts MULLION.IT WILL YIELD A MINIMUM ANCHOR .CJUCYp,Intd.i28`Atum.ft d7 NIA WA N/A WA NIA N/A WA NIA WAA WA NIA WA 14330o CAPACITY WHICH MAY BE USED TO QUALIFY 1Aiitror/FC3P R1g 5k 19563 18516; 225ms 4468a 572 Ya 135bs 140 Its 17710s 37014s 187 ba 3321ta 47S mf 17oms 221 Us 288Iia ADDITIONAL ANCHOR OPTIONS FROM THE 2Antrorsm1.16'MIR O.C1F4:9 g 2{0144 314 iia WA WA NIA MIA im 10s MIA WA WA WA WA 311 ms 442 an 660tro ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P complying EVIwith E F104ida ueadm6ca «O-43Zt 2 FIGURE 1: FIGURE 2: F'-1260°-ry Acaplanco NN o • • • TABLE NOTES: ON innim Date 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. MtmnI o Product III III III FIGURE 3 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,\�ti `4•j LYNN 41, ijANGLE � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE 3.188• ����� vtCENB,C C��$ i 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. 286 ` }` No.56705 IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (l ' FIGURE4., FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL r BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE i S 5063.76 AND BEA MINIMUM OF,126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND • • • 045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 125•X.I8' LION MULLION) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. / `1�}N�>c, #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.L rYlti1N116AILL� P.E. FL P.E.#58705 TABLE 9A � Manion C0 aoltyTebto(tbetit2) Opening Width(lorvardealy-ap9nnlrg muSons)orOpening H91ght(Tor hodzontaly-apamlllg millers) Coin 6011 70h Win 001. 100 to Pokk Main 16011 fyt27 Ind LL 1.26X3.26 RectatrWkr TsaWTdaag ReotpnOR07 TmWrduq. Rectengu1W T prrdug. Rooton9Wu TWXF11 9. R-4tongr+ar TaWimoa R06tengw TaWnemi Reemiqutu TraWidsng. Reetmpbr -WM-4 Ractenlpaet TQPTd"4 di O X.100 Lo-o" Lcadn9 loading Loading toedNg Landing Lmdin9 LOMMg Loading Lo6dn9 uAdbg Lmdaq Leading LoO1 Loadbg L06mv Loads@ toodng �xa Afa7mTtlba � ��• � �' � +gam �_' � ��' � �_� _ _ Mu111pn y'yyp yygg5 pppp pppp 7y7.�' $ qqpp� yypp yi�pp ' �' � �' yypp pptrtr�' yypp N 8 d 3 d d Z 3 Z d d 8 0 421. 170.01 020 1170.0 435 170.0 744 170,0 478 170.0 00 1170.0 690 170.0 992 1170.0 610 170.0 ilia 170.0 621 153,31 1118 170.0 521 127.7 1118 1110.0 621 109.6 1110 170.0 521 95.6 ilia 1700 521 0 1- 40N 170.0 709 170.0 624 170.0 850 170.0 684 187,0 978 170.0 030 146.7 978 170.0 681 130.4 976 170.0 077 117.1 978 170.0 680 97.8 970 170.0 680 019 978 1700 880 73,3 978 1100 680 J itJlJl 0042511 170.0 747 170,0 683 170.0 868 170,0 all 150.7 027 170.0 004 1$1.0 927 188.6 700 117,2,071 159.1 699 1046 021 1603 age 07.0 027 1603 695 75A 027 156.3 895 65.9 927 1603 895 = _ 64 N 1700 787 170.0 012 154.8 809 170.0 691 iS26 060 153.0 gal 116.9 689 141.8 egg 103.0 869 134.0 660 B1J 600 i208 654 77.3 060 128.0 652 882 889 128.8 852 57.0 080 1200 662 W O &111 t43Z 748 1638 834 it@A 748 132.3 820 102.3 746 1110 808 e9.5 746 1078 699 79.8 748 507.0 692 7tA 148 91.6 607 59.7 146 013 10 612 741 93.3 883 44.0 741 913 683 871. 123.7 B77 132.0 679 107.1 077 1111 566 844 971 100.4 655 71.3 BT7 01.1 648 BB.7 677 65,1 619 01.9 077 91.0 631 01.8 617 77,0 629 M.2 071 70.7 620 50.7 817 707 610 ( J 8811 107.8 Bt7 114.1 530 89,7 611 97,8 618 78.8 81J 843 608 87.3 817 78.5 600 59.0 017 M.6 494 618 1411 88,7 460 44.14 017 04.1 483 38.4 017 63.7 182 318 847 617 4a2 " C 7211 820 618 87.1 460 80.1 618 742 440 602 810 642 432 61.8 616 58R 423 48.1 610 54.2 419 41.4 618 50.7 414 345 616 40.0 406 20.0 510 45.0 405 25.9 510 45.0 405 Z Z 1•{gj iBN 70.6 4B5 717 40B 58.7 IB5 61.8 398 50.3 465 64,0 390 44,1 465 49.4 384 39.2 485 45.3 371 352 405 42.2 3H 20.4 405 30.3 387 25.2 465 30.5 304 22.0 406 SO2 781. 66.2 441 68.0 387 548 441 67.7 318 400 441 60.8 372 408 441 45.4 300 38.2 441 41.0 380 328 441 38.7 366 27.2 441 34.0 349 23.3 441 33.1 348 204 441 327 346 � z BON 420 392 41B 296 350 332 37.q 199 30.3 932 $2.3 Q84 20.11 932 16.0 7B0 27,8 372 101 210 21.2 332 24.1 27E 17.7 372 11.3 '480 15Z S72 19.0 262 113 332 10,1 260 p '1 0811 35,0 291 35.9 268 20.1 281 10.3 260 26A 201 26.4 262 21.9 7B1 718 Zia 18.4 291 11.3 244 17,6 281 106 141 148 291 17.1 118 12,6 201 150 232 to&1. 24.6 230 241 20a 20.6 230 24.1 200 17.6 230 10.3 1 201 ISA 230 10.2 103 � X 111 N 22B 210 211 197 100 11B 190 191 10.1 216 106 191 14.1 21a 14.9 108 rn N g a 12047 170 167 162 170 U.9 481 15,3 187 HITw ri r `¢� 0 O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA; to go AnchorCa ac 714618{b6 BuWUete: 2.7k Camels 3.6k Caw. H05ow CSN HIM CMU PT Wand Monk ANCHOR CAP.,„,, -2 � (D_)X{ c ANCHOR CAP.,,, 6tt8•E(W 114.08 E1ce 6ri8•E100 174'80 Eke 010 SIM 812 Steel Mated MULLION CAP.,„,,,,,,a ArotwrTy7s: arse'Dao UMmaoe 114•Eke Uitnaan 3H8'Ekb Ulu.. 114•Eko Utmaal USE THIS FORMULA TO OBTAIN THE`ANCHOR Anchor Cllp Patterns U6mcon Aggmdata Wreem A9gre0etor B6rex(05)Smw(GS) Seew(05) Edge Ol4tan60 gnk 1• 2.112• 1 1• I 2-u2 3.10 r 2-M. 1• 2-VZ 2' 3.1/8• 21 0.46• 9.s4• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(N. i VC Iar4• taro• 1 144' 2` t-111' t-1/4• 1-tti 1.114' 1-114' 1-1W 2• 1.31x' 1-318' w+Na ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambole@4.761 MN.O.Q I MOM or00aet alp 1F19,1): 39014 390168 4501oa 690ft 18441bs 270 nm 260%5 354 lbs 740169 374 am SOil Ms 946lbs 341-27" M21b3 560 tm OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMiwm 0 MY MN.O.C.1 Siendud(Or0t8lt)alp fig.A 4090m 700103 WA WA NIA WA 380 we WA NIA WA WA WA 682 rm 685163 iim ph CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archon Qp 3•Mk.O.C.4)USAngloalpsi(Fig 3k 780 be 780 IN BBO Lbs 1560Wa 1890165 640168 00 lbs WA 7601W 141100 880115 1892 an 60216, 815163 1120165 MULLION.IT WILL YIELDAMINIMUM ANCHOR 3 Aroeas OBd•Mtn.O.C,t U421p,NN,100'Atan, ,4k WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 959 are CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arotror/FASIp(Fig.6k 1B5 We 105164 2261be 445 ibs 8721ba 135 ttq 140 ma 177[Do 3701be 167160 3329w 413 The 110W 2211b4 leg roe ADDITIONAL ANCHOR OPTIONS FROM THE 2Anakam t.15`6Wf.QC.I F44 8' 2(0103 350 we WA WA WA WA Imm WA WA WA WA WA 341 ft 442 Ma 560 to ANCHOR CAPACITY TABLE, pRf)iTU'r REVISED as complying with the Fledda BuildinCoida FIGURE L• FIGURE2: Acceplagnc6Tb�' TABLE NOTES: 1.26V 02,18.0 • • • Wcp)ret{on Date7u #�O 4�1 S 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. mi Dodo Proso 1111 FIGURE 3: 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, \`XN' tYNN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 8.260` :a �1GENSg '•.• r 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. Y: No.511705 IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 100 • 8063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND C7� s to 2:()• 045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL C OR10y•' r'; • ANCHORS INTO METALSHALLEXTEND ATLEAST 3SCREW THREADSBEYOND THE MATERIAL. 1.25'X3.25'X.100• �,�5'+ �r7`7(�N,��•�;i1�� • 910 ANCHORS INTO WOOD MAYBE STI!]„18.8 SS.OR 410 S.S. MULLION A.GfNN{MILLpR,P.E. FL P.E.#58705 TABLE 104 Mullion Capacity Table gb*Ne) Opening Width(tortertiealyspamftmtkiols)orOpening Height(torhmi2Datalyspaidng mdfiam) don 601n 7041 80 in 90n 1001n 1201n HO In 1601a o 126.326 IlWangotor Tropfriong. Reetangdnr Tnp/7dang. Rocl,o ter inp?dm,g. I9aeiHlgutar Trapmlang. Rodangoinr 7mpirdang. Rodmmata TtWrdong. Rectogatat Tnp7rfimg. RaNan9otnr hogTdsag. Rxiangdlt Trapltdaag. C X.624 Loading Loading Loading Loading Lauding Loading Loading Loading Loading Loading Loading Loading Loe&ng Loading Loodin0 Loading Loading Loading pY Amin inns 5 9 % a s. §, 5 kL"aa Mullion �� �� s s g ev aab �b u a E i s s � $� yrs a 3 a x0- as p �a i H © vs 42 fa i7O.0 620 170.0 436 t70.0 744 770.0 478 110.0 068 170,0 506 170,0 892 i7O.0 slit 110.0 1116 170.0 621 170.0 1240 1704 621 170.0 1468 U0.0 621 170.0 1735 1760 521 170.0 ISM 170.0 621 4B In 170.0 700 170.0 624 170.0 Bhp 170.0 604 170.0 992 170.0 630 U0.0 1133 770.0 661 170.0 1276 170.0 677 110.0 1417 110,0 680 170.0 1100 170.0 600 169.7 1979 7700 680 148.6 1979 170.0 680 COCA[a 170.0 747 170.0 663 inn 896 7760 631 170.0 1046 tion 084 110.0 1196 170.0 723 170,0 5345 5760 741 170,0 1464 110.0 766 itao 5793 170.0 766 1521 1877 110.0 766 t33.6 1077 110.0 760 'n 6414 170.0 791 170-0 612 170.0 958 110.0 69t 170.0 1116 /Ta0 764 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1695 Iran 858 166A 1169 170.0 861 134.1 1769 110.0 861 11L3 ITO 170.0 861 0 60 in 170.0 Bab 170.0 701 170.0 1083 170.0 797 170.0 1240 110.0 970 170.0 1417 170.0 944 161.1 1611 170.0 996 146.0 1611 00.0 1033 120.6 1611 170.0 1053 1016 1611 770.0 1063 90,6 1611 170.0 1083 631n IMO am 170.0 746 Slag 1118 170.0 860 INA 1302 170.0 940 156.6 1370 170.0 1016 1392 1370 170.0 1076 126.3 UTO 164.0 1082 104.4 1370 1659 1072 US We 165.3 1070 78.3 1310 165.3 toro � LU -1 66111 170.0 911 770.0 769 170.0 1169 170.0 903 165.6 1246 170.0 1002 1382 1249 1SBA 1013 121,1 1240 147.1 1000 109.9 1240 139.0 909 90.6 1249 130.4 878 774 1240 129,0 976 68.1 lug 129.0 976 2 z % P- 72 in 167.0 1046 170A 970 139.0 1048 160,2 892 119.9 INS 132.1 876 104.9 1049 119.1 060 932 1049 109.7 840 83.9 1049 102.7 538 69.9 1049 94.3 825 69.9 1049 912 920 62.4 1049 91.1 820 J 3 7b in U27 941 U9,f 822 118.9 451 129.8 gas 101.9 941 1112 191 893 041 100.0 771 793 941 91.7 788 71.4 941 66.S 767 52.6 Sit 171. 7U 51.0 941 74.0 737 44.6 941 73,3 735 Z 1 78 in 172.0 891 fAA 789 110.0 894 118.9 761 94.3 091 102.1 763 $2.6 094 91.9 740 13.3 994 81.1 730 68.0 891 76.3 727 66.0 894 70.7 707 47.1 ON 674 101 413 ON 66.1 US a, 9d in 86.9 OR 68.1 596 75.6 671 74.9 605 CIA 671 65.3 676 53.1 871 S82 600 47.7 67t 62.9 569 43.0 671 40.0 661 35.8 671 43.1 638 30.7 871 39.7 631 26.9 611 VS $26 Q N d 96ln 70.0 690 72.9 127 68.9 E90 6!A $10 666 640 63.4 609 473 140 07.6 102 393 899 Io0 490- 3fi4 190 39.8 468 29.5 690 31.7 477 25.3 690 71.6 469 221 690 28.0 404 X G ICC In 49.1 466 60,8 421 41A 488 42,6 414 36.5 466 37.1 400 31.1 466 32.9 402 27.6 466 29.7 390 &,9 466 VA 391 20.7 466 23.6 382 17.5 J66 21.2 375 10,5 166 19.6 370 !A to� �0 >!" lti in 45.8 441 463 400 302 441 39.3 393 32.7 M7 30.1 387 206 441 302 382 264 041 272 378 22.9 441 249 371 79.1 401 211 363 154 441 193 356 14.3 J41 17.0 361 � pj 12DIn 3fi3 378 389 3N 30.2 370 374 339 25.9 378 2fi9 334 22.7 710 23.7 329 20.1 376 21.3 326 10.1 378 19.5 321 16.1 376 16.7 3N W x S 11 U4 in 214 262 21.2 242 17.6 262 17,8 239 164 262 15.3 236 1 Co (~j t�'i d O O TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: $@ 0 li 11 AnahaKCepaalty Table fibs) ANCHOR CAP.--N cY � su6e0ete: 2,7.COrLIHe s61tCOne. HtlbWCMU F01edCMU PTWoda Main! (Duo)XC �=ANCHORCAP.ao Anchor lWa 678•Elda vd'S8 Boo 6niT Eka 1125 Ss BOo 810 S1eH Nt23toet 02 OW MULLION CAP.,,,,,,,,, AneharC6pFattSme 3n6EIcaUdmcal v4'FxouAmcnn Uemaon s•16•Eteoun18con 1l4'EkortlltmconUgancon ( USE THIS FORMULA TO OBTAIN THEeANCHOR Agg6Oat (left A ss Fi0r am Ste6)Screw(G5) Serer C6) E Csl6nceDn v 21257 t IWA V 2-42 1' 2-v? 2 3va• 2 0.48• 0-64• a.92A' CAPACITYREQUIREWCORRESPONDINGTOAN Embeonett n talo• ta14' 1-314• 2' 1-114' 1.114• 1.114• 1-11r tu4' 1.114' 2.' 1.9m• I-3B• tade9 ACTUAL PRESSURE REQUIREMENT FOR THE 2A7cros@n7DMtnocrStamxaaometap 1) 290@2 s99450 @s irmIII; volas 2mtm Win 740bs .974@9 664@9 045He stiles 4Qmc 60On OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arc00m 7.15•MIM1 O.G IStandam(tr Cmel)CI941F1g 2y 400@s 70098 NIA NIA NIA 380@0- NIA WA FNA WA WA 682@s 605@9 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED aArcrnrs0aMm•oCrf1726Araiacep3l(F7g2X 790@9 7m m4 690@5 JeWM 640M 6W go NIA 7Eoi� 746@9 BaiaA 1892 On 6027u 885IbS 1120@6 MULLION.IT WILL YIELDAMINIMUMANCHOR NIA WA NIA WA NIA WA NIA WA WA NIA WA 05000- CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor)Fr.Vr g6) 196@9 10588 225@9 136@9 140109 17J@s STOns 187 Ws 392 g0- 413@9170@1 224 It- 280He ADDITIONAL ANCHOR OPTIONS FROM THE 2Anehota®1.15'MIM1 O.CIF g 246016 350 bs N/A NIA N/A 10008 N/A WA NIA WA WA 3dT IDs 442 g1s 610 ttn ANCHOR CAPACITY TABLE, PRODUCT REVISED in complying with Ibd FICIII h FIGURE I: AvdingCoda 1(0.421$,6 FIGURE2 Acc4ptaac019o, . - • • • TABLE NOTES: t2W Far tmtion 730-10- i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Dy t ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mlam DW%iroduet� 711111111! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 (t. d9 rig FIGURE 3: \�• ........... 4<" ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3, �`: ytCENS c �nj CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' ,[ *-A EBE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5870.7 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND top J FIGURE 4. FIGURE& FIGURE 6: GROUT-FILLED CONCRETEBLOCKLINIT(CMU)SHALLC.ONFORMTOASTMC•90.WOOD8HALLBE PRESSURE TREATED YELLOW SOUTHERN PiNE WtTH AN S4 OF 0 65.ALttMiNUM SHALL BE % SLI/TE i U 6063-T6 AND BEA MINIMUM OF A00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND iL�c'•, /:(0 f1igp, '(, �" • LO 04S' THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12W THICK AND A36.ALL �, rS ' .•••• ' S1 +` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26•X 3.25•X.821• „ ` #f0 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S,OR 410 S.S. MULLION A.tOAIIVILA P.E. FL P.E.#68705 TABLE 114 Mullion Capacity Table(Ibsfiel A Opening Width(forth3dica1y3petudllgmlAtom)orOpening Height(Iorhotlzetio*sponnag 7nlIDotts) reds 601. 601. 701. Bo in sob 10010 120 In 140 M 16D in 116X384 R4tUrgelm T-""'o9. Radangdar Trap/ftinrp}. Redenot", T-07da.9. Reit-vutn Tmpfrda,g- Reda.gdar I'$ a' Rode.gdar TrapTil4lg. Radenpulm TMIAdarg- Rad,ngatar Tmprrdang, Rectangular TraplRta.g. b 4 X.624 Leading Loedlnp Loading Loading Loading Loading Leaa.g Loading tuft L..ding Loading L dig Loading Leading Looding Loading Loading Leading Z, Atum.TUhe s � re s a $ 1 Muluon s ♦�+ v& � s & E � ffi � � � & � � 1 E€ � � cv U V V U e Us V U V V� V e co no dry � d`aAC �� dr G' �E �& � •417 APs d`� � d{$ € tg � 421n 170.0 687 170.0 435 170.0 744 110.0 478 170.0 868 I704 606 1710 992 170.0 Si! 170,0 1116 170.0 621 170.0 1240 170.0 621 1104 1488 170.0 621 170.0t73S 170.0 521 170.0 7983 170.0 521 401n 170.0 703 170.0 624 110,0 650 170.0 564 170.0 992 170.0 630 170.0 1133 170,0 661 110.0 1276 170.0 671 110.0 1417 170.0 600 110.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2267 110.0 600 60.6211 in 170.0 747 170.0 653 170.0 896 170,0 631 110.0 1046 170.0 604 110.0fi96 170-0 723 170.0 1346 iT0.0 747 110.0 1494 170.0 756 170.0 1133 170.0 766 170.0 2092 170,0 756 170.0 2391 170.0 766 � Q" to 641, 170.0 791 170.0 612 170.0 956 170.0 691 110.0 1116 110.0 764 170.0 1276 170.0 80.7 170.0 1434 170.0 831 170.0 16% 1704 056 110.0 1913 110.0 661 170.0 2231 170.0 661 160.2 2403 170.0 861 w amu" 0 ED O !- 601n Ink 805 170,0 701 170A 1063 170.0 197 170.0 1240 170.0 678 1104 UP 1704 844 170.0 1594 170.0 998 110.0 1771 170.0 1033 170.0 2126 110,0 1063 146.3 2163 170A 1063 129.0 2163 170,0 IM fMP W 631. 170.4 930 170.0 746 170.0 1116 1T0.0 890 Vail 1302 170.0 940 1744 14SB 1701 1016 170.0 1613 170.0 ion 178.0 1854 1704 1122 155.9 2060 x70.0 1169 134.6 2060 If0.0 1171 1111 2060 170.0 1171 ,Lr 661n 170.0 974 110.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1066 170.0 1753[1139.1i2es 1165 170.0 1948 170.0 1210 180 1966 170.0 1276 122.6 1966 170.0 1286 107.2 1966 170.0 i286 U zd - 721. 170.0 1061 17x0 870 170.0 1216 170.0 1009 170.0 1488 170.0 1126 170.0 Ilea 170.0 1228 164.1 t134 1315 US.? t734 160.8 1386 115.6 1734 1669 1364 99.1 1734 '154A f362 661 1734 150.2 1352 ,Q 7810 1701 1x22 1lOA 937 170,0 1746 1700 7089 768.5 1556 tla0 1204 147.0 1566 1658 1285 llLa 1556 1268 117.9 1566 141.3 1151 48.3 1656 128.] 1229 943 1333 1223 1219 73.7 1666 12f2 1216 a Iain 170.0 tail 170.0 967 170.0 1301 110.0 1116 155.9 1477 169.3 1246 136.4 1477 152.0 1224 121.2 147706 109.1 1417 129.6 1191 90.9 1477 116.9 1169 77.91477 110.0 1160 68.2 1117 104.3 Y16400in 142.0 1110 1463 886 IMIA 1110 123.9 900 101.5 1110 107.9 951 684 1118 96.3 836 78.9 11102 71.0 1110 00.7 010 Sgt 1110 719 69t 601 1110 636 879 44A 1110 $2.7 8109610 IVA 915 120.3 072 97.6 916 101.6 866 63.6 975 88.3 942 732 976 70.6 828 65.0 91617 66.5 976 65A 807 48.8 975 67A 789 41.8 975 52.3 776 36.6 976 49.3 707105In 82.2 771 84.0 696 60.6 771 70.1 685 68.7 111 61.3 674 61A 771 641 664 46.7 771 65 41.1 111 44.9 64T 31.3 771 33.9 632 29A 771 35.4 622.4 612I111a 75.7 130 7T 687 63.1 730 654 656 64.1 134 669 640 179 730 49.9 631 421 730 2 37.9 730 41.1 614 315 730 35.6 69093 6617.0 In 69.9 621 81.0 568 198 624 612 660 42.8 524 41.3 652 37.5 624 39.2 614 37.9 fiN 37 30.0 674 322 631 15,0 674 27.7 619 2fA 674 21.6 609 167 624 22.6 601 LL rY.144In 34.1 433 35.t 404 28.9 433 29A 395 24.8 433 23.4 390 21.7 433 224 3B3 19,3 433 81 11.3 433 18.2 373 U ry „� O TABLE 11B r.. mQ :A Ant orCapecityTablllpbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: $QmQ Substrate 21kCDMlat0 a61tCNte.I Hou"cmu FleeOCMU FTwocd Mdal (DP„)X(.ANCHORCAP.,,�,,,,,,\tANCHORCAP.,�„ 6+161 Etta tfrsSEko His Eke 1H's91 m 010 sled 4H28ted #12 Steel MULLION CAP.,R,,-' AnchorCllpPattdma 3nslstounracm vrEkourtmtm uwcon St61gtoU xm VCEkoU0r8C011 AgReadof UAwcn Apgie3dar Stmw(c5)screw ps) strew(e5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOpusauncefflt 1• 2mr v 2-VZ 3418' r 2-VZ r 2-112' r 34rs r SAW 0.64• a" CAPACITY REQUIRED"CORRESPONDING TO AN Emiednenl 22 VVil- 1-Wr I-W4' I-W r 1-110 t-vr 1.141 1-v4' 1-114' 141r 2' I.NB USIs vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMIsial Q 4761 MlaoalBtBMxd oronsetCBp t. 900 a9 sgO Re 450 Ws ago a9 1641 a9 270x9 280 a9 3%His 7401161 374 as VA Its 046 Re 341 IDs 442 to 560170 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom 4$1.15'Mat O.G tolerated(ar Otad)C9p(flg 27 48010.1 70D 90 NIA WA NIA WA 980as NIA WA NIA WA WA 662x9 885 a0 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMnM 03'MIA,O.C.1(d}2t6A1gleC9psl(Rg9k 780 as 780 a6 680109 ISmWr>s 1880 a9 54009 660 a0 NA 76010 743 a9 BW Ra 1692100 5D2as 605 Poe 11209ic MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AneMm 00.540M01.O.C,f UC9p,Int0.t0p Num¢ig 4k NIA WA NIA WA MIA NA WA NIA WA MIA WA WA WA WA 1 12671161 CAPACITY WHICH MAY BE USED TO QUALIFY iAMr"I8p(Rg4j 105as 1159s Vol as 444 as 822110 13510s 140 as 1776» 3701Ds 187 Me 332 to 413 as I7oas 221 a5 28095 ADDITIONAL ANCHOR OPTIONS FROM THE 2Nktars 0 1.151-Min O.CJF 2A0as 30080 NIA WA NIA NA 1g61a0 NA WA NfA I WA WA 341 a3 442 a9 660170 ANCHOR CAPACITY TABLE, PRODUCT REVISED Bs camply in8 w1911ha Fib" 1,260' Building Coda t�q,2,IS.O FIGURE I: FIGURE 2: TABLE NOTES' A ploncallo'" '. S,QA2) • '-' • • • B s 'on Dale . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI Dodo Product' 1111111!/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� a(1-YNIN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,94' ��4,•'yiC£Nsg •., �` ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SE USECUP D T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tA,' Io.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL ) y ff 6a O FIGURE 4: FIGURE 6: FIGURE 6: t,{U BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6 j4� '• STA • 6063.16 AND BEA MINIMUM OF A00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %. � ' •�;(OHi(3p• • 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST•125'THICK AND 438.ALL �r�C �Cv • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. i.25'X 3.94'X.624• A.LYN1�MIL) R,P.E. MULLION FL P.E.#58705 TABLE12A • N Mtd6on Capacity Table tbetft r Opening YYldth(for wrdGelVspannigtruglona)a p@nln0Height(for hodzom9tly-sp9nrhgml5lons) 501n Sole 101n 60 in 90 In 1091n 1 120 in 1401n 1661rk 4`go, RmtanpMar am, ReetengWar Trap/mew. Ra6tang r Trep11Man9, RcW1�4Ar Trop McOg. Rectopfiar Twitlang, Rect•ngWar 7m a6 ttmlanp. Racfaft rep/1MenD• Reosdog r Tmpl'Marg. Reoterigular Traplfdang. 2 7c 4 x.28 toedOlp Loadno LaadnD Lw inD Loading Coating Loading Coating toad g t•adnp t a dn9 load ng Coating Looting looting Leading (oEd4 g Laadng a Mullion 8,111 @M 1170.01 820 170-01 435 170.0 744 770.0 476 770.0 bw 170.0 605 170.0 982 170.0 Sig 110.0 1116 170.0 621 170.0 1240 170,0 621 770.0 1488 170.0 821 170.0 1735 770.0 521 170.0 1983 170.0 521 (� W lBM iro.0 708 170.0 524 770.0 650 470.0 581 110.0 992 /70A 630 170.0 f133 170.0 601 110.0 1273 170.0 677 f70.0 1411 170,0 690 170.0 1100 170.0 690 170.0 1883 170.0 ON 170,0 2267 170.0 We a W w.825tn 770. 747 170.0 683 170.0 698 170.0 631 170.0 100 170.0 684 170A 1191 170.0 723 170,0 1345 170.0 747 170.0 1494 170.0 750 170.0 1 1793 170.01 7611 170.0 2092 770,0 7118 11110.0 1 2301 170.0 768 1 D EX N 61 Ln 170.0 787 1700 612 170.0 958 170.0991 170.0 1116 170.0 754 770.0 1276 170.0 803 170,0 143{ 170.0 631 170,0 7694 17MO 655 170.0 1813 170.0 881 170.0 2231 170.0 861 170,0 2650 {70.0 881 LU B OD In 170,0 66s iraA 70t t70.0 1093 170.0 707 170.0 1240 f70A 878 170,0 1417 170.0 044 170.0 1504 170.0 898 770.0 1771 170,0 1033 170.0 2125 170.0 1083 770.0 2479 170.0 1063 150.6 2880 170.0 1053 C) O 4O 831n 770.0 939 170.0 745 170.0 Sita N0.0 650 570.0 1302 170.0 910 170.0 M85 770.0 1015 170.0 1973 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1169 160.7 2653 170.0 1171 145.9 2653 170.0 7171 68 N 170,0 074 170.0 760 170.0 1198 170.0 003 170,0 1361 170.0 1002 170.0 1658 170.0 1058 170.0 1753 170,0 1155 170.0 1846 170.0 1210 170.0 2336 170.0 12711 161,9 2437 170.0 1268 132.9 2437 170.0 1288 ]21n 7%0 1003 170.0 676 170.0 1275 170.0 1008 1700 7486 170.0 1128 170.0 1700 174.0 1226 170.0 1913 4700 1316 170.0 2126 770.0 1387 746.8 2184 178.0 1468 124.6 2181 170.0 i 1082 2184 170.0 1$30 Z il) 761- 170.0 1172 170.0 937 170.0 1348 770.0 1080 770.0 7670 170.tl 1209 170.0 1784 170.0 1377 186.1 1980 170.0 1421 148.0 1980 170.0 16Q5 123.0 1000 781.6 11146 108.1 1860 161.0 1635 92.8 11189 162.7 1631 CWV.1 ,Cq$S 781n 170.0 1161 170,0 987 170.0 7301 iro.o 1118 170.0 1811 170.0 1250 170.0 1842 770.0 7389 162.7 7691 170.0 1474 737,4 1881 163,1 1600 114.6 1681 117.3 1473 88.2 1881 139,8 1460 80.9 1081 137.8 1464 fQTj .-- 9010 170.0 1328 170.8 f{M 148.1 1398 168.4 7218 127.0 7398 1 .0 1189 1{1.8 1308 121.3 tR8 08.4 1396 110.2 1782 511.8 73$8 707.0 1147174.o 1396 890, 1122 83.9 7398 527 SiQS 68.0 1396 780, 1098 a N c lM In 147.4 1278 761.6 7008 122.9 7228 127.6 1079 106.3 1228 171.2 1061 92. 1218 98.9 10N 111.9 7228 80.6 1020 73,7 1770 824 1016 810, 1220 72,2 893 62.7 1728 860 877 491 7279 62.1 007 3{ fOBN 103.5 971 706.0 677 86.3 871 09,0 682 74,0 971 77.2 810 81.7 971 88,4 637 67.6 071 117.6 826 61.6 071 68.6 016 49,1 971 411.0 786 31.0 971 44.0 782 324 971 49.8 771 na s� 1t/In 95A We 97.3 632 70.6 919 610, 6iP 88.) gig 70.9 500 i9 829 784 530, 9I0 50.7 704 47.7 979 StA 774 39.7 940 44.6 768 34.1 910 40.2 742 29.6 978 37.1 732 � Ji 120In 76,6 785 76.6 718 d2.e 788 64.5 706 63.9 788 55.6 685 173 788 411.4 660 410, 780 MA 877 37.7 788 40.5 886 37.8 780 310, 553 27.0 788 31.0 8{1 230, iw 260, 831 1H in 43,7 6{8 M.2 601 380, 610 37.0 498 SI.T 618 37.0 481 27.3 640 283 485 24.3 50 25.3 479 2fA 546 22,9 474 102 548 t8.6 494 15.6 548 17.2 456 15.7 548 fb.b 448 C~.7 X N O O TABLE 128 ANCHOR CAPAC17YADJUSTMENT FORMULA* O. Z Cc N AnohorCa abliy Table e) M 9O'+D staeale 2.71tCorciae 35k0Mat. ficnow71tf FafedCMU Prwam Maes (Op)X{ANCHORCAP•'a } ANCHOR CAP. oma 14relfa S'I@Elco unnecdn Ttr6co UM(Scon 5`1 atom 3.10•Elm 111m m Vr Elc0U0raton Il4'SS EtO dl6'Elc0 1/4-SSEIt0 g1061ea 912Stee1 Mt2 steel `MULLION CAP.,,,.,,,,,,I AnchorCitp Pattorn9 ttAnten AWoaaiar I Uaracen AggreGaar Saw(M StreN(Gsa ever(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edgagslarcepn) 1' 2-11tr 1' 2.112 3.119• 1' 2.11r 1' 2-112 T 3•Ifir r 0.40' BAT 0.824 CAPACITYREQUIRED'CORRESPONDING TOAN Einbeana8 14W 14W 14W I.W4 Y t-714' t-114 1-N4' 1-114 1-1141 1.114• r 1.318' S N8' fates ACTUAL PRESSURE REQUIREMENT FOR THE 2AW1615-@ VWMIL CG.I Slarlad or0asel Cleft 162j 9wlos 390105 450 Ws 89D On 1644109 270 IDA 280 We 354 ms 740119 374as 657109 94899 347®s 442Ws 960 Ws OPENING,WHEN IT iS LOWER THAN THE MULLION 4Arc W.@ZSB-Mkt O.a 13tooda1deeroMet)CUp(nil.3y 740@s 74D to 6W les Nes its 1414 an NIA 600 me NIA Mile; NIA see 89 WA GazaS See a• 11208.1 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arcbefa40 L71'Mh 0,C/81BnaaN(6r c (Re.4) 685 ms 090 76810.1 -TW lbs WA WA 79689 NIA leg lD9 NIA WA WA 7002108 13V WA law a9 MULLION.IT WILL YIELD A MINIMUM ANCHOR atOltiuls 409'Mta O.Ct 2rSAr016C9ps19lg,, Refs 6wra i6w ge 1eAStes OtD9 5was NIA 7w its 74815➢ See to isa2w 682tos abs Ms 1120 ma CAPACITY WHICH MAY BE USED TO QUALIFY BArclsnQ3'MN.O.C./p72t8 Angle Cies I Mg 6'7 7t70Ws 1170lbs 1ga00s 2340 Ns 2e471m 6 840 Me NIA 1140 Is I 112209 1920 fag 2Mft 19221Ds 1327•e 1 16M a1 ADDITIONAL ANCHOR OPTIONS FROM THE 3Ant=C 1.30 MOL O.0/UCUp.fnt0.128'Avan. 7k NIA WA NW WA NIA WA WA NIA WA NIA WA WA WA WA 078 ANCHOR CAPACITY TABLE. BArcinnigo.64'MIn.O.CIU•CAp,In1o.12S AIu0(FIg 03 NIA WA NIA WA WA NW WA NIA WA WA WA WA N/A WA 21 IDs PRODUCT REVISED 2MtMn{y 268'MIa O.GJ FCgt(Flg 4 37010➢ 57009 315119 743 Ra 712 to WA 2w 0a N/A 34811M NIA 44091➢ WA 341 MS 4425 6w IDs a9 complying lvlth dig Flbri� 3Amnom 01.71.Ma O.CIF43p t 448107 1 176ap 1 37824 1 9/3804 1 NIA I NIA 383Ita NIA I Wells I NIA I WA WA 1 51110➢ 1860 as BIDss Building Code 1ro�o219 C Acmpmsm No P NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. j !:>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. E xphatl Dais ) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: `�~.•.-•.+, 2.000 BY pogo ca Tmda • • • • • • TABLE NOTES: 777111111/1/ • • t)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. +��\���..•.• •..yle FIGURE 5 FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • 260' 44)0' `''/t: No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTION6 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE r • • LOCATIONS. p �, FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �I've OI •• • • ANGLE CLIP I 'r A.' .•' (j (FIGURES 588) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. /,r �t FCORPf • •• • MUST BE USED ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.12W THICK.STEEL STUDS TO SEA MINIMUM GRADE 33AND.04V THICK(18 2'X 4'X.27 MULLION /II 1S/ONAII, IN PAIRS. GAUGE}.STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW // r r 7 f 7 • •• • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYt�N IWLLER,P.E. FL R.E.#58705 TABLE14A fH r Mui6onCapacity Table IbaAt2 OpeningWidth((0rvasllcaly-Spar" mtAlttns)orOponingH61ght(7orh0AzordaRy-sparxitgmlWons) 3vkT7�( 601n 601n 701n 801n 901n 1100 in 1201n 1401n 1601n Reetaglar Tmonlann R84t okr I Ttat+fTOw,& Rectatgnam 7tWTftg. RactafgWar TmWTdang. Reotet4WtOr Tteptl6ang. Remmucr Tfa7nmI-.. Rectangular Tm#Tdang. Rndafgidar TmpfT wG RectmWiu TraArTOng c( 1.2&'X2.11" LOWIng Wading Loading Loading Loed4g Wndi g Loaning WId1n0 Loading Loading Loading Loading Wadlrg Loading Loadln0 Lwft Loading Loading �Y a x TubeMull IS f1i 42 N 1144.21 826 187.0 420 120.21 526 1489 419 1030d2l. 138.9 414 90.1 626 194.6 411 40.1 626 134.1 411 721 626 134.1 411 80.1 628 134.1 q11 81.8 1128 134.1 411 481 828 1341 411 48 N 96.6 403 1080 333 80.6 403 84,7 325 89.0 138.4 320 60.4 403 81,4 317 63,7 403 79.1 316 483 403 76,0 314 40.3 403 70.6 314 94.6 409 7&@ 314 30.2 403 788 314 -�1 UJI 6tL8251n 823 382 87.0 901 86.6 982 78.3 2@d 688 T5.9 289 61.8 36,1 H7.2 2$8 46T 362 Bd8 280 4U2 367 83.8 283 30,3 362 83.6 283 29.4 362 &1.6 283 287 982 83.6 283 541n 67.4 318 74.1 297 66,5 314 842 261 485 67,7 256 424 310 53.5 253 37.7 310 60.6 250 339 318 48.5 249 283 Me 49.1 246 24,2 918 49.1 2413 21.2 310 49,1 248 LU C> 601n 49.6 268 63,1 219 41.2 258 46.7 M4 383 40,7 210 30.9 268 37,2 207 27.6 258 34.9 207 24.7 250 33,4 203 20.8 268 82,2 201 17,7 264 322 201 186 268 322 201 7''0 rJj (r�I)g f0 tra 09N 42T 234 488 200 35.8 734 34.1 teS 386 34.? 102 28,7 234 31.@ 189 23.7 234 28.4 188 27.4 234 280 144 17.@ 234 28.9 /@3 '169 234 288 183 13,4 237 28.8 183 ,68N 37.2 213 39.4 183 31.0 213 3&T 179 2fi.5 29.6 17g 23.2 213 27,0 173 20.6 213 25,1 170 188 213 23,7 160 16.6 213 22.2 167 13.9 213 220 160 11.@ 213 Zi,O 186 72 In 260 179 30.1 158 239 179 268 762 204 179 22.6 t49 17.9 178 20.3 147 15.9 in 18.7 140 78N �.3 iHf 2114 140 20.3 1@t 2L8 137 57.4 181 180 138 M162 181 17.0 139 Z 78N 226 1� 23.6 133 1813 162 19.9 131 1111 152 17.8 1241 11 1 1 1 TABLE 1413 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Tablefbe) ANOHORCAP.x,,,, t- 6uos11Tft70111.4 2.741:RKmte 3,5k Cont. nono9 CMU Fged CMU PTVVood metal (DP,,,•)X t I ANCHORCAP. rA AncMr Tft8'EkaUtt�4IXt ttr FkotRttaul wB'Eko WIVEkoU8r4cofl 114.09001 aft tfr sS Eko Nib•Elco yr S9Eko NtOSledt ORSINI 91281091 MULLION CAp.,,,,, / AnahorCilpP6tlem6 Man" AggieGator Lneaeoa AffeGat4r 9e10A(CS)SLfewp5) Scfe*(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR � C4 M UStame1• atrr r &trt 3 tre^ r 2 i72 i• z yr r sva z 0.aa a.54• 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN D X � y EmOednud W4• 13'4' isfr z i-17r 1-vr 1-tfr S-i74• 1-vr 1-v4• z tea• 14fir y3ises ACTUAL PRESSURE REQUIREMENT FOR THE 215Angle CWS/ 78D @a 5H010a y960IDs 1B96Ida 5404s 56oms MIA 7830s 746 as BO Os 1 ms sB2lbs 4s U30a6 OPENING,WHEN IT IS LOWER THAN THE MULLION ,UrX r O Q CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR F�02 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. VIWA)UCT REVISED os complyiu5 with dta Fitrifb7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE, Bu(sldhfg Cada FIGURE 1: Acreptance No(C1.+•a'zix 03 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bsptmuaa rip/j j HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P115, ey FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade ANGLE CLIP MUST BE USED IN PARS, 126• 111 I 1111 I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80,WOOD SHALL SEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125^ i �.�'�'Ltr, NSS •�P '�, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1.26•X 2.11^X.126*MULLION LEAST,126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) ZTI; No,56705 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-5 S.S.OR 410 S.S. ` �,({ �1 A L141MILL P.E. FL P.E.#58705 TABLE 15A MufOon Capsafty Tobin ibeHe OponingWidth(fmwrtlea*sparrirgmttmq)orOpontngHoight((orhadzorAaky-spatrirgmotions) I! so in 501n 7 I 1 0041 BOIn t001n 12D in 1401n Win y1 O Rectmautor Thrpmaro RWWVar 7repriitnng. Ratlul9dor TretNrdma. Rcctangamr TOP+r404 RettanWN 1taMltliang. ReMangtear Tm0A9Wn eng. Recten0aiar 4epTifnnO. Raettu1g14ar Traordurg. ROO-Pin Ttwillang. �d 3.2W'30 Landing Uoadrrg Leering Lowing Wad6ig laedrg I.tedn9 loadng Loeding Loedna Landng LaadnO Lotdnq Laadng Londng !awing toadrp Landng SY DEG.AL BAYMULL B11 fall, ' 1��^ , 1 1 1 1 1 11111 1 all a a 1 �� � � fail, , 42h 170.0 828 1170.01 438 176A 1 744 170.0 478 170.0 885 170.0 608 1704 892 170.0 b18 1780 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 621 170.0 1739 170.0 tilt 140.1 1740 170.0 821 a W Din 170.0 708 170.0 624 170.0 660 170.0 664 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 1780 681 1622 1622 710.0 090 130.6 1522 170,0 SW 414.2 1622 170.0 660 _ 50A25 In 17a.0 747 170.0 503 170.0 SW 170.0 631 170.0 1040 170,0 864 170.0 lies 170.0 123 570.0 1346 170.0 747 164.2 1443 170.0 TO 1369 1443 170.0 738 117.3 7443 170.0 756 1028 1443 170.0 768 W O 64 In 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1116 570.0 754 170.0 1215 170.0 650 180.4 13S31170.0 837 144.3 1353 170.0 466 120.3 1363 i70.0 WI 105.1 13M 170.0 661 90.2 7353 170.0 881 � C) h 60 In 170.0 656 1780 701 170.0 1003 170.0 707 167.0 1216 170.0 076 10,1 We 170.0 044 129.9 1216 708.8 036 116.0 1218 152.1 924 07.4 MID 146.1 013 53.5 1219 148.1 913 73,1 1215 148.1 013 tD 831n 170,0 gilt 170A 745 110.0 1116 170.0 650[42A 1160 1880 033 131A 1160 163.0 914 116.6 1150 141.0 698 ISM t160 134.2 685 516 ii60 1287 077 76.1 1150 128,2 870 651 iISD 126.2 070 60h 170.0 974 170.0 780 152.4 1048 146.8 691 1049 1486 844 114.3 1045 133.1 $90 101.8 100 123.4 830 01.4 1048 it86 SW 782 1048 108A 821 60.3 ISO 1052 818 57.1 1645 108.2 818 1211 140.8 880 147.9 764 171.0 680 128.0 70 860 1788 734 680 660 100.0 722 78.2 580 02.0 712 70.4 ee0 89.2 701 687 600 70.2 693 60.3 680 78.6 650 M.0 860 78A 066 791n 110.7 760 125,7 800 89.8 790 108.4 076 790 87,3 663 74.6 700 83.8 862 B8b 790 78,9 841 380 700 71,7 836 49.8 780 85.1 82A 42.8 790 62.1 019 37.4 780 91.5 677 Z o -t 7814 170.8 750 1/6.8 657 92.3 750 881 844 750 65.9 832 692 760 77.1 021 61.5 750 70.8 812 56.4 750 86.7 806 482 750 S9A 544 39.8 750 602 588 345 760 65.6 686 1- � Q Os 00 m 72,1 663 74A 500 00.1 603 029 401 683 50.6 483 45,1 603 48.0 475 40.1 603 MA 465 38.1 583 489 402 30.0 503 36.2 452 25.0 563 33.3 446 22,6 60 31.6 412 CO `�' .t7 0018 69,4 405 01.1 443 49.5 495 61.5 436 495 44.9 427 37,1 4@8 30.9 421 33.0 405 36.1 4t8 29,7 405 33.2 409 24,5 495 29.1 400 21.2 406 2 A 394 188 496 28.0 390W 10614 41.7 391 129 363 34,6 391 35.9 348 1@t 34.5 342 281 39f 27,8 337 232 381 249 333 20.8 391 22e 328 17.4 301 10.7 321 14.9 391 17.8 316 IIO 0111 to 3e,4 370 302 135 32.0 370 33.0 330 170 28A 328 24.0 370 26.3 320 21A 370 22.8 316 182 710 20.0 312 IS 370 10.1 305 ll' W Y 120 91 30A 317 30.9 209 26.3 117 280 264 21.7 317 22.5 260 10.0 317 199 276 189 317 179 273 v C5 14 In 17.0 220 as m� •� TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnahorCa ct Tabla 5 -, ANCHOR CAP_-I ,,, Subslmta 2.7k Conomta 3.6k c4 m. Hoacw CMU Fded CMU PTY7md Mate) (D P,)X{ )a ANCHOR CAP... 5rt6'Ergo 174'SS Ek.SAW Etoo ird•SS Eko Oto Stet! 012 Steri 026tael MULLION CAP ,,,, Anchor CUP Patteme Mobar7ypo Ilia Etco Uibaoon 114Elan Murton Ulbacon 3116•Eka Ultmeon 174•Elco UlItaoon AgpeOuor Uameon AOgeoatm Semw(05)Sora&05) Strew(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge IX415rIte 9n1 V 2-172• 1' 2•irr 34751 P 2-Ire 1• 2.7tr 2' 34ir r 0.46• 0.64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embetlmanl Onk 1614• ta74" W4. 1.314• 21 1.114• 1.1141 1.14' 1.114• 1.114" 1.174' r tat@• fele• IBM$ ACTUAL PRESSURE REQUIREMENT FOR THE 2AntlpmoV Wa.G.C.JP/2a5An*Cr,%r(Fiz1y: 3989 390159 4501Ds a96ma 1700 are 270tbs 280 We 354ms 140ba 374 firs 7220 lbs 94ae+s 141145 442155 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arohas D 85•Min.0.C.1(2)246An910 a"11F19.2C 7811bs 780165 780 1b* 1070155 2525 ba 640150 660155 N/A 1120165 T48 @5 980165 18921bs 602 lbs 8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Ano1MoL7l'L#O.O.0.7 246An41e C0pa7 la 37 tt201bs 1120165 Mbs 224905 rd54Poa NJA 04a ma NfA 1050lbs WA 13mms WA 1022 k5 1327@5 1690@5 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: as care 110 wilb 100 FlDtidD TABLE NOTES: a itdingCoda Acwpmox IYo Ir0'o`LIS.,p3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7mt an Data Ifp�,� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M1 DA&prodOct t7illlllll 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 125' �J (L r A7! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ��.j,QYt •••""•••j�,t a o o FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �" .�,:'y1GE14S�. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" ;; t'o.58705 FIGURE 3., CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED o e YELLOW SOUTHERN PiNE WiTH AN SG OF 0.66.ALUMINUM SHALL BE 606378 AND BE A MINIMUM OF•1217 + Cl THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY LEAST•126°THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLIONr'?� rof or 0�! THE MATERIAL.#1C$1112ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %^}i:',,'••.FLOR70P:•'�G��� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, w~�()h)I•\t^ 't` FL P.E.#68705 TABLE 16A � Mullion Copsofty Table be1R7 7 Opening 16Rdth(for4or8ca*sporrti7gmtAons)orOpeningHolght(for horizonts*epambgmUbons) ^, 601n 001n 701n 601n 901n f001n 1201n 1401n 1601n o Ractanguter Tteptitien9. Redanotder Trepmana. Reatmgdar Tlao"ao. Rectangular TmprTdong. Roctsrgd TYep701ana. Reatesg07er TteplTdatg. Recla+gWor Trep7Tdotg. Racta"Dulat TteW70en8• Raclaa9ulm ThIpmeng. d 3.26"46 leading Loodag Loodieg Loading Loadn9 loading Loading Loading Loodla londog Loadng Lomm Loading feeding Loving Loading LAGditg I Loading pYn DEO,ALSAY MULL if I N� N 42 In 170.0 820 170.0 435 170,9 744 17x0 478 179.0 855 170.0 Sea 170.0 992 t7a0 S79 178-0 Hf8 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 17oa 1735 570.0 521 1603 1671 170.0 621 i81n 170.0 708 170.0 624 170,0 8% 170.0 $84 170.0 992 170.0 630 170.0 1133 170.0 684 170,0 1275 170.0 677 170.0 1417 170,0 600 103.7 1637 170.0 680 140.3 1637 170.0 850 1226 1837 170.0 goo 60.02541 170.0 747 170.0 503 170.0 090 170.0 831 170-0 7045 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 760 147,7 iSS2 170.0 765 128.1 1652 170.0 750 110.4 1652 170.0 750 641n 170.0 707 170.0 812 170.0 058 170.0 891 170.0 1119 t7a0 not 170.0 1276 17x0 803 170.0 1434 170.0 637 165.2 1455 17D,0 850 428.3 1455 170.0 861 110.8 1455 770.0 8811 8ttl 4465 170.0 Gat W ttl o 001n 170.0 685 170.0 701 170.0 1063 170.0 14&750 0.0 1240 170.0 078 laid 1300 170.0 044 139.7 1300 170.0 800 125.7 1309 103.5 804 104.8 13DO 167.1 082 $9.6 1309 767.1 882 75.6• 1309 187.1 002 J 83In 170,0 830 170,0 Tib 170.0 1178 770.0 2.9 1217 170.0 040 1426 1247 184,6 063 128,7 1247 152.8 965 114.0 1247 1144,3 852 a50 1247 138.2 930 St.4 11247 135.7 835 71.3 1247 135.7 035 UJ g BB"n 170.0 874 170,0 789 770.0 Sieg 179.046.4 1104 753.7 80.1 12&0 1190 147.9 945 115A 1790 138.5 928 1034 1190 128,4 8114 80.8 1100 119.6 5gg 74.2 7790 118.1 683 64.0 1100 71st 893 2 in Ta 72 In 161.8 1010 160.6 677 134.7 1010 144.615A 1010 127.2 042 101.0 1D10 114.7 028 886 1010 1058 617 80.0 1010 98.9 007 073 1010 00.8 795 57.7 1010 87.6 700 504 1010 817 Too J r TO In 137.0 a00 143.0 792 114,5 008 122.06.1 000 707.1 76t 55.0 Dal 882 740 78.3 900 88.2 736 68.7 900 SZ3 720 67.3 908 74.7 7118 49.1 900 71.2 710 420 008 70,8 708 = _ Z 75 In 127.1 881 732fi 754 1059 801 11250.0 601 38.6 725 704 861 68.5 113 788 Got 51.0 703 83.6 881 76.4 ON 610 001 88.1 601 45.4 all 04.5 678 30.7 $at 03.7 all 00 In 82,7 SO 85A 674 04.9 648 721 9.1 646 624 654 61.7 80 661 645 40.0 818 609 537 41A 046 47,0 530 34Z 040 41.5 678 28.5 010 36.2 611 25.8 849 36,0 607 911, 882 565 Tat 598 5&a 588 $9.1 57 506 51,4 401 42.6 605 459 463 37.966541.4 178 34.1 680 38.1 478 28,4 MID 33A 459 24.3 508 30.5 452 21,3 508 2aT 447i95)n 474 440 489 406 399 449 412 42 449 35.7 303 29.9 449 35.7 38J 2da 448 .823.9 449 26.1 377 20.0 449 22.7 388 17.1 448 20A 301 16.0 449 10.8 358U 426 45.0 385 38.6 425 379 1.6 125 326 373 27.1 125 2&1 307 21.8 429 291 352 221 425 24,0 358 164 425 20.7 350 15.8 426 18.0 343 R'120 N 34.0 304 35.4 331 29.1 304 288 4.9 364 25.0 321 21.8 361 228 317 1&4 384 20.5 313 17.5 384 S&7 3091441n 202 2W 20.4 233 189 253 111 Q 0 tLO�O TABLE188 ANCHOR CAPACITY ADJUSTMENT FORMULA-. An horCapaofty TableObs) Substrate: 27ko mano 3.5k Gono,I HolmOMU Filed CMU PTMYooa Metal (DP_)X jrANCHOR CAP,,,e,,,..>a ANCHOR CAP."„ 61t6'Eko '1141 SS Eka Nt8•Etca 114•88Etco #108teel 0128teel Oil Steil MULL)ONCAP.,,,,,,,,,/ AnOhOr Clip P0lteme Aranbi type: 3I10'Eko UlUacgl 1I4'goO Ullreoon U18dwn 3119•Eko Ultracon• 1114'Eke UNeean p ApereOebr Uilmoon A097acator Baret7(a5)8atew(Gs) acrew(as) USE THIS FORMULA TDOBTAIN THE'ANCHOR Ed90 Utsinaae oaT t° 2-trr 1' 24rr 3.118• 1• 2.1R• t' 2-irr r 3.118' r 048• DISC 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Emladmont 447 1.314• t�14" 13H" 1.314• r AMA " 1.111' 1.744 1.714" 1.144" 1.114' 2' 1.319' 1.318' 19489 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anatkl QVMIn.O.G,7(2)2t5Anpla t2pst(Rg.113 sGaOA 3Da Poa 45094 894ma 17M 1ba . 2541an 3s49m 740 via 3741 728 t6a 940 raa 341 ft 442 t6s seD ms OPENING,WHEN IT IS LOWER THAN THE MULLION i Anoho10 893,6•Mia O.C.1(2)215 Angla Ceps I ft.2J; 780]be 78DIbs 790 Na 1070 Had 2525lbs bs 56D lbs WA 1120163 746168 180145 1592Ins L.021bs 065114 11201D3 CAPACITY(FROM THE TABLE)OF THE SELECTED B Atitlfeta 2.TY Mtn.O.Q 1{2)2taAtgl9 t0ag•3k tt200ra N20 ibs 458 ffis 2240 His n54las aletha WA 1459644 NIA 1320 iaa taA 1022 VA 1327149 18809w MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. FRODUCC REVISED FIGURE 1: m eaniplyins with dw Ftbridr TABLE NOTES fluiMing Code Ac-14-8 u'al4o 11ia•OZi8,45.3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Ex Ac; Dino SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' hOdu. 3)MULLION AND ULLION CUPS SHOWN ARE NOT TO SCALE.FOR • s • • HOLES O BE DRILLED N HE FIELD FOLLOWING DIMENSIONAL RESSTRICTONS SHCT IOWN ON SHEETS 21-2& 126QB.Aj7 ONS,SEE SHEETS 21-23. \YNN n�/�(fi FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. "���',."'�1GGNSfi•'•,`� �! 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No„t8,GS FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0 90.W000 SHALL BE PRESSURE•TREATED ' • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' ;II" $ �6 i� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046°THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT 1[LEAST,126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -•A S 't-OF -S • • THE MATERIAL.#10 S,#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. /''/,gtLLVt•'C%•` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, i�/�QS�()� . ��\ A./LYNNAAXE'R:p.E. FL P.E.#68705 --1 1.040" r+- -� t-404" � H1.000"�I I 1.260"•--{ �.3�� --( 1.000' )-- -1 1.000" )-- �•--1.286"-^I o 125" 125" d pp a .125" .125° 2.750` 2.750" .125' 3.125' .126 3.788` b�' 2.000" 2.000' .125" 2,116' c"1 325" 265' I p0 r. " `__° T t .Sill 7- L .125" z iW 1 -T 866" ° ll7 1"X2"X.128"MULLION VX2"X.375"MULLION 1"X2.76'X.375'MULLION 1'X 2,75'X.650"MULLION 1•X3.125"X.6"MULLION 1.25'X3.186"X.285"MULLION 1.28'X2.11'X.126'MULLION _ 8083-TB ALUM. 8063•TSALUM, 600378 ALUM. UJI 6063-T8 ALUM. 8083-T6 ALUM, 8116376 ALUM. 6083•T6 ALUM. B" X-SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION LU O toO I , TABLE A � STANDARD CLIP 2XSANGLECLIP Z W j 8063.76 ALUM. Dimension Value(in) For Mullion: p W 2.000' 6063.78 ALUM. - � � X•SEGTION 2.126" g ( U•CLIP 2.000' X-SECTION A 1625 -j O. Z I Ili BOBSECTI UM N 3FSECTiON L .125" B 2.654 1°Aluminum° V r J I D 0.740 Tube MU11M1 Q Q .740° A 1.126 �M 'Z °o c 126" b�r W Z H 6.500" B 2404 V X2°X.376° tit Q �� TO .375' Aluminum a i .375" 3.126"-••-y- 636 CREATE F-CUP.SEE MIN, r8 ice-6.000° ---{ C 0• Tube Mullion r3oo�� MIN. DETAILF,SHEET4 .375"MIN. D 0.400 < 2 Q ,338"MIN. A 1.875 a.$ N I i i i i A A i U CLIP A s -- --- - __ B 3.000 1°X2.76"°X 4_ '"'"---� L-^-----� 6083-T6 ALUM, --•--^---------•-----' 2X6 ANGLE CUP C 0.767 .375 Aluminum TOPVIEW 8083.78 ALUM, D 1.118 Mutton TOPVIEW - STANDARD CLIP CEKrER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 MIn. 6003-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 T X 2.76"X WRHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116", B 3.004 SHEETS 6.17 FOR THE ANCHOR D.C. WITHIN THE DASHED DISTANCE.MAXIMUMANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116 SHEETS6-i7FORTHE C 0.476 Tube ANCHORO.C. TABLE B p 0,638 lube Mullion DISTANCE,MAXIMUM A 2'� .ADDUCT RHVISBD ANCHOR HOLE Mull Dimension sheet# PGT Pett# 1°X3.1- PRODUCT with 13 F1atf1� s 540' 375° DIAMETER:ANCHOR ( ) Mullion Std,Cit Offset Clip U-Clip Angle CII B 2'837 .500"Alum a9 moplying .375• �� MIN. DIAMETER+1116', P P P 11 P C 0,663 Building Cnda MIN. 1"XZ"X.125"(6) 86605 666113M 6661118M 668243M 666511M TubeMWl Acceptance 4'p� "O D 1.137 Pinu Date /jr�xI ---- -------t-__----__-__i VX2"X.375"(6) 666006 666114M 8661119M 666244M 666512M A 2.625 BY 1"X 2.76°X.376"(•7) 66607 668116M 6661120M SM245M 666513M B 3.262 1.26°X 3.188' Mian Dada Prodsei 1 X.286•Alum j 1"X 2.75"X.650"(8) 58608 666116M 6661121M 666246M 666514M C 0•�2 Tubs Mull �i r D 1.762 �%0 4YNN/y 1"X3.125°X.604"{� 66637M 6661116M 6661114M 668242M 666515M ` p\ay,• �f(cS S I i i 1,2S'X3AW'X.265"(12) 66841M 6081117M 6661113M 88824tH 668516M 1.28°X2.11°X ?\Z ,•'`�GeNS6' ;f'k --_--_- -__-_-� A ].813 ]21"Alum e; 1.28"X2,11"X,126'(18) 69370 NIA WA WA 886517M lube M01{ :: {t f No.66705 C OFFSET CLIP NOTES: "• :�•Z� 'eC~L1=^. .125' 6003T6ALUM, TOPVIEW ~"O t ••^.�•1: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. f5 ' $A E .740'4-� :%�•'•.. COfi1�P'''�C9~: 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#55706 TABLE E ® � Mull Dlmenslon PGT Pert# (sheet#) Mullion Std.Clip U-Clip Angle Clip I r '125^ I 'i f`'125^ -i 1.126• � � T X4'X.25"(16) 88602 666261M 888271M 8665112M g O 19 2 X8"X.25'(17) 88604 606262M 666272M 6665113M sTANOARDCLIP I UCLIP I 2X6 ANGLE CLIP � 4 803-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. c� O 2.000' I XSECTION 2.125' I XSECTION 2.000' XSECTION LO NOTES: 01 .125" LI .125" .125° 6 CO 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING tq !46 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z U) 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE 1--1 490"_,.�T O HOLE LOCATIONS. 1.490' 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. W 6.500' 0: CUT HERE TO 5.000' 376' LU C) a� O 3.5W ----���� CREATE F-CLIP, m U) O f•' 2.000' .375' F-SEE SHEEi4AILF. MIN. .375' 9376' �- MIN. ZcoO MIN. -- Z r------------�-- -------� - ---------------------T Z W m :Z d 4.000' .�- -I-- --- --I- 3.438" + 3.438" rY -------- Z .250" 2'X 4'X.26" 1 j 3.438'MULLION z0 o 6063-TO ALUM. I I I I Q �j0 .376- X-SECTION I I I I --------j MIN. w 0 8_ I .i L------------- MIN. L- STANDARD CLIP 2X5 ANGLE CLIP V O O UCLIP,60MUL ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 8063-TB ALUM. SED FOR 2'X 4'MULLION.SHEET 18 CENTER HE ANCHOR HOLE MUST LIE g03-T8 ALUM. a m O .250' WITHIN THE DASHED BOUNDARY.SEE TOPMEW WITHIN THE DASHED BOUNDARY.SEE TOPMEW SHEETS 5.20 FOR THE ANCHOR O.C. TOPMEW SHEETS 5.20 FOR THE ANCHOR O.O. D' 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+1/16'. SHEETS 6.20 FOR THE ANCHOR O.C. 6.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1/18". 5.000" 2.000' 3.600' � CREATE F-CLIP, r- -� .375' SEE DETAIL I '375° .376" MIN. r-SHEET4 MIN. rk MIN. .375' ---- ------ ---------------I I I I I I I I I I I I I r^RGDUCT RSVISED as complying will[he Florida I I I Build LigCoda ((o"OQ,1B.Q3 I I I I I I Amp1mce No I I I I Ex pitalion•T1m1e goal I I I I I I By i_ 4.888' ^E t 5.438° +--------i Mian Fm&ta. .250° 8.000" rC - - T- - I i I /111111111 11 6.438. I b.438• I I � NV0 NN........ Yee,��i�� I i I I : C''•'. 1�CENSE''••.'P �: 2'X 8'X.25" I I I I I I MULLION No.58705 8083-TB ALUM. I I I 375° No. I I I I I ---j MIN. �..L)''. �, (,` () ,.________ ______ _______� __ __ i . 41/ SI ME F <l/� STANDARDCLIP UCLIP 2X5 ANGLE CLIP �ti 1��s .260' 6003•T6ALUM. 6063-T6 ALUM. 6083-T6 ALUM. /tt�nNni; 11 TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPMEW TOPv1EW A.LYW F!11111 R,P.E. FL P.E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+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 ® A� NO ANCHORS W HEADRECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED n�Ti DESIGN PRESSURE OF+60.01-60.0 FOR IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. `SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2,75'X.375-MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 4583 PSF AND WOULD � FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. 2�r4 PRODUCTS SHEETS b APPROVAL,-. 2-3 FROM TABLE 4A,SHEET 8,THE 1'X2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE I` 7Y OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. C4 MULLION H�s m LENGTH ^ 2)USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 N `(,J' ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z H 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 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 -t 2.3INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. p (_1) o 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 LBS.ALTERNATIVELY, W o NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: � N a2•--y�,_�32• 88 BJ v --I'—"'u"• nDTH (60 PSF)X3LS(72.7 )=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) J g � PENING WIDTH PSF Z m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A j DESIGN PRESSURE OF+50.0/•55.0 PSF. Z Q � d' FOR THE VERTICAL MULLION: C QC5 o 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32+72"+1'=105"AND THE OPENING WIDTH IS 36"+36'+l'-73".REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 28/6"AND WILL N J O 13- EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W a. MULLvnorH-��- FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108",OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF Ix AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250•MULLION(LENGTH=108,OPENING WIDTH-80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z 0 U) SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. s SEE DETAILS, l n 32• 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+3W+2"=74',NOT 73'AS PREVIOUSLY FENESTRATION 23 PRODUCT'S ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL 2' THE 73'DIMENSION(35.1 +35.12'+2"=737. r r I �— I 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[ L I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` — — � USING THE STANDARD CLIP WITH(8)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 DETAILS. DETAIL E. FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2.3 SHEET HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.25("MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR HORIZ. MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED MUWON T us wmplyfn4 Wi91 Gn Ff 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+7r+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Building Codd USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250-MULLION(@ LENGTH-42",OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Ac«pt..No*-02)S•O3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B piTation Date ?AZ) SEE DErAILs, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,UASSUME INGTHETHE CMU JAMBS ARE 8' BY m" SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miem Dade product 2a (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 I I 1 ANCHOR CAPACITY OF 521 LBS. \���ONV LYNN ,HORIz. 4 36•,NORIZ. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR W, ����,''V\GEIJSF•'•�F� �MULLLENGTH MULL LENGTH ANCHOR TYPE IS A#12 STEEL SCREW.CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE Q'' �• / OPENING WIDTH FOR VERTICAL MULL �(:• [40.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; •'0 +/•170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +/-170,0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). =()•'•, S'A E 0• �'/: THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. !,��• �.FCoft10?•.•'•�•.y�;;` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGIJ PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYI(1N TJI[111111 P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: v .I PW PW Q O PW I ki lic: I N _ I Y SWDH SHIDH SHIDH SH/DH I PW PW m z ` 4 LU a 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i /HINGED ~ J DOOR 7 O PW I SGD Z W I LOADING OF VERTICAL MULLION � 2 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION JQ IL d• I— PW I PW PW Ve ��A PW PW SH/DH SHIDH I U O Q SHIDH SHIDH I Q J O O 4 4� 4� Z�� / / SWDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION / PW PW � HR El I I - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PIA I HINGEDNOTES: HRGQUCT REVISED PW PW DOOR I .ts complying mith do FIWWB 1)DRAWINGS ARE Ddlding Code I RERESENTATIONS OF TYPICAL Acoe"coNa p3 I pW CONFIGURATIONS. im4 Date ZO$) I PW CONFIGURATIONS NOT SHOWN/ By MAY BE EXTRAPOLATED FROM MN" Product oo THOSE SHOWN. / / I BEIF THE LOADING DETERMINED DETERMINED, CANNOT ,`\\' 0 I PW RECTANGULAR LOADING. .���.• ICENSE '•, Q P PW 3)SEE PRODUCTS'APPROVAL FOR 'z: No.00705 ACTUAL ANCHOR LOCATIONS. - a LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION LT'•`/ PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / r: I SGD +• �)'• ST TL•OF V. 1ORIVE•',����~ i I LOADING OF HORIZONTAL ' S/{) IIpppAL.'��`�\ LOADING OF VERTICAL A.LYNti�Iµ,�W•I�.E. MULLION MULLION FL P.E. 58705