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Product Approval (4)
MIAMI- [�A�E MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,'Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 EPTANCE DA www.minmidade.uov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 3427 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 oluding the High Velocity Hurricane Zone: O :Series"PGT"Cli Ped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through" 25 of 25, prepared by manufacturer, dated 08/29111, 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 I 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-DADS COUNT Y Expiration Date: May 26,2021 X111 j� Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NDA No. 10-0819.05 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru•E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY,ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. ManuF.$6-10218.03 ez,P.E. Product Contaminer NOA N Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS i 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 MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHONM EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1XOR2X WOOD SUCKS IF USED. -GENERALNOTES__....._....__.,.i MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS.........................I ELEVATIONS............... I FIGURE .OPENING WIDTH FOR VERTICAL MULL- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL70 2X WOOD.....—2 MULLIONS INSCRIDEDBIaDe E-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL MULL TO IX&MASONRY-_2 BEE DETAILSNOT HAVE A CAP OF MORE THAN 1/4"FROM THE CLIP. INSTALLATION NOTES.-__.....2 Eel A*%OBIIAPE MULL TO MASONRY....._......,_._..3 ........ MULL TO STEEL STUD C4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.____.—3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPFCS- to IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERHATATE CLIPS_....__..._..._ "4 BAY MULL INSTALLATION........4 0 IX2X.125MULL SPECO -6 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE -i X 2 X.376 MULL SpEC&____8 INSTRUCTIONS, 11 X 2 76X.376 MULL SPFCS.----T SEEOETAILS k i X 2.76 X.66 MULU SPECS....._a Z n A THRU 0; f 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 3.125 X.500 MULL SPECS.._...0 LU 0 C)— SHEETS 2-3 11L �SEE DETAILS ca ATHRU% ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN jX4X_16T ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4 X A25 MULL 1 (0 SHEETS 1 3 UUE MULL SPEW--11 1l l PRESSURE OF MULTIPLE X 4 X X6'P MULL SPECS Ii MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. IT. OPENING 1.26 X 3.188 X.265 MULL SPECS 12 .25 X 3,25 X i0o MULL SPECS,_13 Z W MULL 1115IGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP 70 THE NEXT SIZE SHOWN ON THE TABLE(S). 11.25 X 3,25X:024 MULL SPECS_14 ]-W;t LENGTH FOR — a HORIZONTAL T)ANCHOR EMBEDMENT1.26 X 3.%X.624 MULL SPECS__15 m SEEPETAILF. TUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 4 X 25 MULL SPECS--.--16 z TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 8 Z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE-ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X6X.25MUU_SPECS...._....,,...17 SHEET 34 U) v AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED To PREVENT 1.26 X 2il X.125 MULL SPECS_is REACTIONS. W X 3.26 BAY MULL SPECS_19 5 46*X 3.26 SAY MULL SPECS._.._.20 < MULLION&CUP DIMENSIONS._.21.23 I-om Z OD FENESTRATION 8)REFERENCE:TEST REPORTS.FTL,6443;ELCOP ULTRACONIAGGRE-GATOR NONS EXAMPLES I&2..,...„.,.„....._..••...24 C g— PRODUCTS MAY LOADING EXAMPLE$_.....,__25 o) Musei:y TYPE UST 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH Irr z co V) III BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. ;.0 0 10)MULLIONS ARE IN COMPUANCE FOR USE IN THE WHZ. 10 0 SA-010. 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE$PAN AND OPENING �HORtZONTAL 1t., MEET$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 RE-QUIREMENTJLB"T- FOR THE OPENING USING THE ASCE-7 STANDARD. LEN MUGTHLL "EN MfIDTH__1 I--HOFU7 MULL LENGTH----I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, I.CZ.J 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING I S'RECTANGULAR-OR-TRIANGULARaRAPIEZOIDAV. 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT-)FROM TABLES 1A THROUGH 16A.ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING kower amsw THE MULLION TYPE,LENGTH AN as complyipli with Lhe Fforku OPENING PAULL FOR D OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONITALLY),THE "ailding Godo HEIGHT LENGTH HORIZ. MULLION CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEED 714E DESIGN PRESSURE REQUIREMENT(LOS")FOR THE OPENING OBTAINED IN A No I bus. MULL MULL STEP 1� limi Date LENGTH '4' 25- L 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By J REPRESENTS THE WINDLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Mlarn' SINGLE MULLION OPENING WIDTH ��n�'nt� _ SINGLE MULLION %%...... ORVERTICALMULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE L OPENNGVWDTH ANCHORISUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCHOR FOR VERTICAL MULL CAPACITY IS MET. -ENSZ-- SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE. 7)IF THE MULLION CAPACITY LLSSM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQILTREMENT(LBSIM!FOR THE No.58705 SNC OPENING,YOU MAY USE THE W_ ELOWER CAPACITY -ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN 7 ANCHOR REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 0 STANDARDS USED; 446)fir TC • .jr 02014 FLORIDA BUILDING CODE(FOC),STH EDITION 6)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION A`ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION WCAOPACICTTY(LBSIFTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL ow,% TE F APP MULLED FENESTRATION LYFORTHEFNTIREMU OFENEST TON ,U ALUMINUM DESIGN MANUAL,ADM-2010 ASSEMBLY. 4ORID., . . ......... AISI-SIOO-071$2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. ,,, 91 1�� A.A qp,'P\E. FL RA518705 DETAIL A: DETAIL B: MULLION $ MULLION TO 2X WOOD BUCK MDC7t°N MULLION ATTACHED TO 1X OUCKgTR p Trp.ANCHOR o a OR WOOD FRAMING PERSUB RATE. WOOD BUCK AND MASONRY ATTA�GIA7ENT �SE£SEETABLES M101S6 �� w ST (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEENOT£1, N •-MtttLiON ; 9HEEt 1. ..`,..�.+� ;•"..:`: fA EN � ru ! O SEE FOR HEETS a I 1 MIN2.TKSI ^.. ''� EDGE DIA. 41.27 FOR HOLE 1 I CQNCRETEOR CMU ' I ' i w e I LOCATIONS . L i ,,, 1---1-SEE SEE TABLES za EDGE DISTANCE 10.160 DISTANCE m a I. e.4 ° i I f FOR WOOD t'� 1 I .o ANCHFOR MAS$ W s'( O Do 0 O a ,. SCREWS L.26VMMFOR °°4. a I I SIDE VIEW Z co uj v ALL MULLIONS 4• a k— a 4 a• a \ .e e [TA NOARD4. . . 4STLS a MAEXTERIOR ALL£EDGE METHOD,' a " 4 DISTANCE 4 \'a a FOR e Z a MASONRY ,fj ,a THEOFFSET GLlP L4 ANCHORS 80 p L.� RECOMMENDED FOR ~ O�d a— EXTERIOR a 4. FIN•fRAMED a ° J L r vmvoaw3,BDT MAr ALSO REUSED FOR � '"'Z y Y • OTHER FRAMETYPE3. �j ((J (/T a Z a 0 0 TYP.ANCHOR TYP.ANCHOR yg� mO TYR ANCHOR ""'-PER SUBSTRATE, pER SUBSTRATE, -PER SUBSTRATE. SEETABLES 10.188 SEE TABLES/8.180 SEE TABLES 18.768 EDGFJEND _ DISTANCE BUCKSTRIP EMBEOM6AND Ni B R0," iB-E10B LES ATTACHMENT ,• UCANSp Y OTHERS r p 1 e -- ATTAC7iMENT EM(7E Mt? ENT SEE NOTE i, . ' By OTHERS. SHEET 7. SEE NOTE 1, - "" 4 SHEET 1. :. .- .:.'.'`.r'. +' •.: MIN 27 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW ?RODUCTRSVISSD FRONT VIEW Buila gCCodeYilhrbeFWti�a Aeceptaaee NO p.3 INSTALLATION NOTES: IIIndian Dala *ball By 7 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Miami do hodBct III 2QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION o LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.587105 8)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. R)WOOD 8UCK5 ARE OPTIONAL„SEE DETAIL C.SHEET 3. Kl: � Lj/'?}�l�:. �1 S %--OF 5�= 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 'gip FZOIiM1pP,•''���,: ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. Ss�al AV. A.IFNNIMlLLEFt�.E. FL P.E.#58705 DETAIL E: Din MULLION TO MULLION z DETAIL C: I ' 'MI"' INTERSECTION NOTES: 5 MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR'CROSS' o MASONRY STRUCTURE INTERSECTIONS. a (STANDARD CLIP SHOWN) VAI IES 2)MAY BE INSTALLED HORIZONTALLY i (SHOWN)OR VERTICALLY. '-EITHERTHE i I —PER SUBSTRATE, _ � 1 3}SEE U•CLIP DRAWINGS,SHEETS 2t-23 -a � F TANDARD _� I ; I SEE TABLES 10-138 TOP VIEW MULLION FOR CORRESPONDING MULLION. O M N CLIPET MULL INSTALLED BYt EDGE DISTANCE i THIS METHOD. _ �;, I II I', ., a ANCHORSMASONRY VARIES W tTE�1;> 912STEELSCREWS.—SELF-DRILLiNGOR PREDRILL MULLION AND USE SMS UiMULLION zEXTERIOR 0rEDGE DISTANCE ° ? L jioFOR MASONRY -0' g ANCHORS -, WTERSECTION LLU tt•CLIPJ:a '� OTHER FRAME TYPES. R d Z .�-- TYP.ANCHOR 'A `\ z z Q N PERSUSSTRATE, G Q 0 8EE TABLES 1B-i3B TYNANCHOR SEE SHEETS 21.23 FOR F 1�F 3�C> �r f BUCitS7RIP SESTAOLF IBE, HOLE LOCATIONS uT cR SEE TABLES iB-/3B FRONTVIEW EDGE Q � S2 ATTACHMENT DI SEETABLES H EMeEONIENT'` !.., Ey�SEE NOTOTE 1. A'•` 18 735 Q z Ot� O SHEET/. EDGE d H goo 1 r:. . ••• I,;-, EDGE CE t7 SCS SEETN.LES tY ma MIN 2.7 KSI CONCREFE OR CMU MIN 2.7 KSI CONCRETE OR CMU 16.138 SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, rYP.ANCHOR a PER TABLES 18-138 SUBSTRATE, SEE 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.73 FOR ns complying With Wo Flu" CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Buildleg Coda FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. / •\�`tip LDcastoNs Acpimil laow'IYLI$.+}3 J f UxpcmR Dale nd21 MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, .� By 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I h 1 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED DISTANCE'EDGE 'NCE �.� .(4YNN mlte(•�r.' ELCO ULTRACON OR ELCO 9(4'SS.AGGREGATOR MASONRY ANCHORS, FOR STEEL 67UDS THINNERTHAN SEE TABLES `,���Q��,.•••,••••. FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDBIG is-138 .•'�Yf.E�1g8 CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BYMERs. •yT: �0,58'!05 EXTERIOR USEW00D ANCHOR SPECS SIDE VIEW NOTES: 16 L2 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAYBE USED. X�•.,FLOR0 ' C`l` 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. AA1YNN 4LEf#,P.E. FL P.E.#58705 DETAIL P DETAIL G: DETAIL H: o FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 110 c (F-CUP) (ANGLE CLIP) (ANGLE CLIP) q �a a: SEE DETAILS A-E, 30.OR4C by SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIRC SUBSTRATES. 1y MUWON O O p O Q O O O O O O II I 1 I O O TOP VIEW LU tmQX m 8T WO SIDE 1 SHOWN WITH TOP VIEW MULLIONO 11 i I EXTERIOR P RSUUSSTRATE, I SEETABLES16BORIOD aRSSI STANDARD MULLION CLIP UBTRATE, I I EXTERIOR ODtF1ED TO FIT FIELDSEE TABLES 13-140 (1) QZ CONDITIONS. rXWANGLECUK Z Z 2PERMUWONEND,MUSTBE Q Z C4iO.. , ! I I I MSTAILEDINSIDS OF BAY MULL. p -MULLION I I Zap U� I 1 1 �RMULUONEND, Q 0 o I I I MUST BE INSTALLED I 1 INSIDEOFMULL. �_ a mOf 1 TYP.ANCHOR , PER SUBSTRATE, ``•'•�• .-.- SEE TABLES 18.140 INTO WOOD, jf STEEL,ALUM INTO WLT00,STEEL, STANDARD CUPTO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED DT•FI£LD. EXTERIOR11RUCT REVISE (D £POS ptiGYAa Al rnmp18 wI1B Lha Flmidr BDiMing Coda INTO WOOD.STEEL, I Expira Dn Na "o21$.p ALUM.CMU OR MASONRY -L EDGE a E%pirWion DataZ� IT D pER Miami hodiLrA CHOR BOB �• �,._.� AN DISTANCEF: \\\\ 4e Pa AHCROR NOTES FOR INSTALLATION OPTION G&H:. \`�` �.�LYNtd hU�� jai/ NOTES FOR INSTALLATION OPTIONS F• - G 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 1}DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,28"X 2.11-X.125"MULLION, 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;S: pyD•5Tf708 LOCATIONS. 2)SEE TABLES 1B�138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. �q "" �7S i L(q ;'tv 3)DETAIL H:SEE TABLES 168 OR 180 FtlR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE UFF LOCATIONS. )�.'.. TE 3)THE 2X5 CLIP IS NOT SUITABLE FOR 7H75 APPLICATION. ti'LNIR;p.E. FL P. #58705 TABLE to Mullion Cgoelty Tablo Ibeff?) Opening Wldtlt(torvodlcalyyspwdngmtAiom)orOpeaingHelght(torFaliza WBparrdrgmfiions) 6010 BOM 701. Sol. 001. 1 i 1201n 140 In t88h Peden9der Tmpnaaro. Radenputer TreplRianp. Reoienouter FmprTdanp, Radan�W. lMWal-9 Red-od Tyep71'dmtg. Rectangular Tmpf7de.g. nwwodar TmWdeng. Rectangular "Mang. RectmgWer Tmp(mem. q ix2X.126 (nea6o LoeM9 Loaano to.ag lnamna Laaang Lcaaro L" t9 Lasan9 taaan9 Laearo Loaan9 §$Loedh9 wa®np $$LoadnO toeang laaan9 $(Loaan9 $Y 4W5 Alum,Tub Mwnan � III h co s I 1 421 � in 0 � a all 42 in 111.91 406 129.5 332 0.2 409 II&SI 325 I 79.8 400 107.8 321 69.9 408 104.4 310 02.1 408 104.0 314 85.9 408 104.0 319 40.0 408 104.0 314 30,9 406 101.0 st9 364 408 104A 318 J W 48In 74.0 312 83.8 258 62S 312 73.4 252 63.6 312 07.4 246 46.8 312 832 240 41A 312 81.3 244 3Z5 312 OLD 244 31.2 312 61.0 244 284 312 S1.0 244 23.4 312 814 244 15 6OA25M 63.8 201 70.6 234 63,2 201 et.5 228 45.0 281 56.7 224 39.0 281 52.1 222 35,6 281 661 220 31.9 281 49.3 219 28.8 1 261 40.3 219 228 281 49.3 219 Mill 281 49,3 219 W �� � g $414 52.6 247 87.6 207 43.4 247 49.8 202 37.4 247 41411 189 32.9 247 41.5 198 202 247 39.4 194 28.3 247 30.4 103 ZiA 241 38.1 !43 16.6 247 36.1 183 16,4 247 30.1 191 ip 80h 38A 200 41.2 170 320 280 .36.4 169 27.4 208 31.6 t83 21A 200 28,8 180 21.3 200 27.1 169 i92 200 26,9 107 10.0 200 26.0 158 :F•-t 63 In 33.1 181 35.3 155 2L6 181 30.3 182 23.T 181 2&9 140 202 181 24,8 148 M.4 IN 22.8 144 I86 161 21,7 143 �z 66 M 28A 165 30.6 142 24.0 185 28.1 138 20.5 165 23.1 135 10A z 186 2i.0 t34 72M 222 13e 231 120 te.5 139 19,9 1 tte 15.9 In 17.5 118 76M t8A 128 t0.7 too i0.7 125 t8.8 107 Q J ti 7810 17.5 Ile let 101 F- --1 TABLE 18 ¢ z ANCHOR CAPACITY ADJUSTMENT FORMULA: � �.. aG G1 - AnehorCa act Table Ib6 C0 �B" /ANCHOR CAP,a,, S imla: 2.7k 4X4 N% 3.5k Cana. Pam U Feed CW PT WoaO Meld (DP)X l nANCHOR CAP_ U) ��+ MULLION GAP.,,,•,,,,,, _ Ancfwr 79pa: WIT Elco UM4can IN'Eko UNW. 51W O 3118"Ekotittrxon I,Elca Ulu. 1!4'69 Eko wr eloo IIVSDElco 61061W 412We( H26Tad x Y Y AnchorCitpPeR9me UMacan AeOmGaW Urtmoon AppMietar Scnw(Giy 6cmw(G5y 8.4w(05) USETHIS FORMULA TO OBTAIN THE"ANCHOR Edp Ulslurca(m): 1• 217r 1• 2-1W 3.1/8" 1• 2-trr 1• I 2-tfr z 3-tf8• 2• 6.48• 9.54- 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN U x ¢ O Em6eamem pn 1.3•Y 1af4• 1.W tsf4• Y mir 1.114• low 1-11P INV t-1/r r 1.3x6` 118` ,alio$ ACTUAL PRESSURE REQUIREMENT FOR THE.47 3906. 390 Ma 4509p 890Ms WAIMs 210 W3 286 lbs 354 fm 740 Me 374lbs W4iba 90fto 341 Me 442In. 660 Ma OPENING,WHEN IT IS LOWER THAN THE MULLION (L4 ArwMm441.1S141n0.0.IStander4(o/01belI Cip(Fq.2I: 400 Me 700 tbs WA WA WA WA 380lbs WA WA WA WA WA 602 Ma 685 na 1120 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED ��lzow 4 AMIN.# MhO O.0/Ry Mf5An9M Alps/(Fq.37 7609p 180 ros 880M ZWMs 1896 Me 540 lbs 560 me WA t60Ms 7481be $80lbs 16B2tbe 582149 86619. 1120Ibe MULLION.IT WILL YIELD A MINIMUM ANCHOR L' � 2 A'hM 0 0.46•Mh.O.C.f UQq,hto.125'ANm.IFq.47 WA WA WA WA WA WA WA WA WA WA WA WA WA NlA 715 ba CAPACITY WHICH MAY BE USED TO QUAUFY IAnd.IF•Ct �tg.a7 19sne '05 ms 225bs 445 ma 62tMe t3sMa taorba xrMs 370 Ms 16799 332IDS 473 Ma t70Ms 221 lbs 2601be ADDITIONAL ANCHOR OPTIONS FROM THE 2Mct4es 1.15•MM.O.C7 F43ip iFq.81 244 Ms 350 Me WA WA WA WA 190 Ms WA WA WA WA WA 3Nfba 4421bs SBOIbs 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: -� 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT g with w . . } as complying with ttm Pyo4fd8 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -...) 1,OD0• r.. Building Coda A4cc1d51m Nu `Q • - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANwoR OPENING WIDTHS IS ALLOWABLE r Ba I O4ro IGURE 3: 1` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. By Miami a h HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.00(' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. " ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' `��\ ! CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE TREATED [I- ��. \Gf NSE''.�+ r FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X r X.125'MULLION - 50TU5 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#id ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - } 41 Y of A lYNAlM)kON b.E. FL P,E.#58705 TABLE 2A ® h Mullion CapacIty Tabta balft of OpeningWMth(forwlNcaiy-spara mdilon9)orOponingHelpht(torhodrAna*opmrtrgmtAons) tep71 q 501. 60 N 7014 80 in 901n 100 N t201n 14010 too N 75 O Racism" TmWMa.9 Red TmpTdang. ReOMWIm Tmprroang Radmk7tdor T1319"am. Reciangulm TraprTOmm. Ruwtmg+Aar TnxgMan9, Rmt.W. Tmpfeiog. R.ctarmutar Tmpiftn;. RactarmalaT Vapfm#g. �Y6 ix2x.3i6 14adhv 14adt6 to.Za Laadv Loadkm L03dro L-Srkg Loaduv Loading Loadrm Leadkm Loading Leaft Loading Loaft L*Dav LOPAV !43-1'0 Alum.Tube � w G' tF dip dF 3 Z � r73 42 In 170.0 920 1T0.0 435 151.3 +0312 170.0 1 475 729.7 682 110.0 605 113.6 682 1S95 618 1009 682 16&9 617 sag 682 1068 617 75,7 962 iS&9 517 649 082 188.8 617 68.7 amm 1060 617 n 48 N 121.6 807 738.0 419 101.4 801 11021 410 96.9 b07 108.7 409 T&0 597 1028 399 1 878 607 89.8 397 ma 607 9a0 398 50.7 307 19.0 398 43.4 607 98.0 396. 30.0 607 99.0 309 tu x W.62SN 103.7 458 ImO 379 a&4 450 919 371 74.1 458 90.5 354 648 4% 04.6 360 67.6 458 81.3 367 fft.e 469 50.0 358 432 458 860 358f12.0 450 690 359 32.4 463 89.0 368 �S Q' 117 64 in g&4 400 9313 we 71.2 400 60.9 329 SCOT400 72.7 322 53.4 400 87.3 318 476 400 61,0 315 427 400 623 314 35.9 400 81.8 313 400 81.5 313 26.7 400 Ste 313 � 0 � }; 9bN K23 324 GOb 278 61.9 321 57.5 270 443. 324 31.2 284 3&9 324 49.9 260 348 324 43.9 257 31.1 324 420 255 20.0 324 40.5 253 329 40.5 253 116 324 40.5 253 14 03 In 63.5 294 $7.4 252 44.8 284 49.2 248 364 294 43.0 241 336 294 39.0 237 20,9 284 31,1 234 26.9 204 362 212 22.4 284 33.6 730 294 334 230 IVA 294 03.4 230 -1 69N 4&8 268 49.8 23D 310 298 42,4 225 314 268 37.6 "2"k22ZGO1 219 T8.0 268 alb 215 234 285 28,8 212 19.8 255 718.0 210 26& 2T.T 209 14.8 265 ZT.7 209 a72In 36.0 716 •37.9 180 300 226 322 191 25.7 225 28.4 ISS 200 229 23.5 102 18.0 226 22.1 100 15.0 225 20.3 177 226 18.8 176 11.3 226 19.8 STs 78N 30.6 202 J2.b 3T7 2S5202 27.2 173 21.9 202 0.9 167 17.0 202 19.7 165 163 202 184 t$3 128 202 18.7 180 292 15.8 168 9,8 202 165 768 � ° 'zTeN 28.3 192 2B8 IN 216 192 25.1 786 202 192 22,0 159 15,7 192 19.1 157 I42 192 IaS 155 tte 192 15.2 152 182 14.4 160 &e 182 14,2 19D Q .I90 In 78k 144 i60 12b 15.4 144 f&1 128 Q O cli WIn 162 1 127 1 15.01 113 Q Z .�., �O TABLE 28 /? Anchor Cg t Table Ibe (q .o ANCHOR CAPACITY ADJUSTMENT FORMULA* N ac - W ANCHOR CAP„",,,,", X BWatrate: 2.TkCmcrele 33kCaw. Ho4owCMu Fktadtk4U PT Wood Matsl (DP-)X( ANCHOR CAP.,,, `MULLION CAP.,,nn,) cV AnahmTyto. Wis.Elm Leman V4'Ekoubwon WWI Eke 371S'Cleo uftnu n 114•ClcouItmcon 114.69 Eko 6t18'Eko WSSEko 510 St4e1 112 Sfmd Mated � K Q O O AnchorCllpPetteme ubmm A99m'I, t5traeon A99re0akr SmeN(GNsmw(G5) Sa (GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edfle Disimce 8d): r 2.97 r h 3418• 1• 2-fir 1' 2-Im r "o, r 9,45• ese 9.324' CAPACITY REQUIRED-CORRESPONDING TO AN (L Embedment t. 1.374' 1.314' 6374' Y i-IfV t-Vr 4114• 1.174• t•114' f-V4' r 7.318' tare' wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2Aroam.r)g4,li`MN.O,C.7slaMerda Oraelapffp.i): 3906. 390 ms 450 IN 1644M 2to kp z40 iba 35{10. 7AOtb 3}4 tb! 68161 948Ibs 3475» 4421b. 5606. OPENING,WHEN IT IS LOWER THAN THE MULLION "y�1 4AnchaaR t.16'MN,G.G.I smmd(ert3bsei Clio(Am.t. 400 M3 700IN WA NIA WA 31069 WA NIA WA WA NIA 68263 885163 1120rm CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Alrcfiom�3'tfin O.Q1(2)2k6Angkatp37(F 33r 780 As 7566. Seer. +89061 5406s 5506. WA 7601bs 74albs e40u>s 789210. 6826. gas lbs 112010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Araton 0.45'MN.a.C.t u43p,Int5.i2S AWm,".4): WA WA WA WA WA N/A WA NIA WA WA WA WA WA 7158u CAPACITY WHiCH MAY BE USED TO QUALIFY lAr.tWIFLiiPtrg.57 19564 1046s 2266. 8226. 1151+8 1466. 1771M 379Ibs 197103 3321bs 47311. 1706s 221Ih 29064 ADDITIONAL ANCHOR OPTIONS FROM THE 2AndMa3�Lt5'MN.1141 F42ie(FI9,97 2406. 35065 WA WA WA 1906. NIA NIA WA WA WA 11168 4426. 6606a ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE I: ..... FIGURE 2: TABLE NOTES: 0ROD11CT RBVISBD as complying with ow Ftwas - ' Building Coda 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aeacptmrce NO i "a '93 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' (- E.pirmronAafc ��( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: _ -� Mim1i ltllduaC 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.OD0' 11 I I HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��� Niq ( FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, l - `�� ,3�p�, LYLY ANGLE CLiP MUST BE USED IN PAIRS. (L 41C£NSF'-•,Fp 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375 P; FIGURE d: FIGURE 5: FIGURE fi: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00,WOOD SHALL BE PRESSURE-TREATED No.58705 7' YELLOW SOUTHERN PINE WITH AN SG OF 0,85.ALUMINUM SHALL BE 8D63-75 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 PX 2'X.375'MULl10N LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -"O LC• L)' THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-6 B.S.OR 410 S.S. •'A''. b 1U "',0101V/11-Via A.L'�NN MIEEFl,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table(Ibs0) ce Opening [it for veracarty-sparmd nefilons)or Opening H ht(forh�o vilid"parvingmifilons) ,9 601. so in To in so In coin 100 in 1201. 1401n 16010 int I Ttwv Rectantius, -fM-pfTd4h9- -Aichmawu napMang. Reclanguffir Ympfftnj7 nftfgnwAw npretang. Rectarodar I Ifirapfridang va"A". Rectangular Irw[do"a. Rect-avolar I TWMwg. I x 2.7ox R" 4wq Loading R w Loaft no LO-00 Leading Loading Loading Leading Loft Leading loading Los" Lo.dlni; I Loading Loading Loa" Loading Loading- t:4 0 .375 Alum. e Tuba ,.Ill.. I I a I I a I I a I I a I I a I I a I I I I 1 1 1 1 a I I a I I a 1 111 1 a I I I a I I I I I I I I l it V) 1 11 1 11 0 L I I I I I fiI I l I z 2 17010 an fn 435 170.0 744 IMO 478 170.0 064 1700 508 inoO M 170.0 Sig 1702 111116 t7i.0 6211 170.61 1740 1700621 148.1 1301 110b 621 1127.6 13011 1170.0 1$21 tII.6 1301 170A 521 U.1 Agin 170.0 US 170A 624 17010 NO 170.0 M 170,0 M 17110 830 MIA 1133 170,9 881 1151.0 1139 170.0 077 136A 1139 170.0 680 113,9 H391170-0 680 97-6 1132 170.01 SM MA 1139 170.0 680 iq 550s25 In 170.0,747.no.0 SOS 170A I ON 170.0 631 107.81 1D32 17MO 1 654 1465 1032 170.0 723 130.51 1032.170.01 147 117.4 1032 170.0 750 97.9 1032 170.0 Me 53.9 1032 170.01 rise 714 3032 IlaO 7W 0 54 In 170101 701 I1749 &12 f8l.3 007 1118.0 69f 13$.2 907 MCI` 736 120.0 007 las 120 VITA W 145.0 T14 96,8 W7 141.11 ?to MO Say 140,0 70 Ea.1 007 140.0- 709 fts 07 140.0 700 a) 00 In 1413 735 1511.5 821 1117.6 '735 ISMS Oil 100A 735 118.0 60 682 735 100.2 Boo 75,4 735 09.6 663 70.6 735 95.1 578 ".0 735 91.6 674 $0.4 735 01.6 $74 44.11 735 91.8 514 666 79.9 620 We 669 76,6 Of 43,6 6087 75A Ri 3&1 W 75.6 521 83 In 121A 60 U0.0 570 101.6 608 1 HIM 557 67.0 666 08.0 547 761 SO W-1 we 87.7 666 63.9 531 We to gain tftO 607 II24 On 8&3 W?I 95A 1541 ?&7 607 85.0 601 60.2,GN 71.1 493 W.0 807 17.5 08 no 07 67.6 Afit 44.2 toy 63.4 476 37,0 0W 622.7 414 33,1 607 62.7 414 810 45.9 402 202 $10 44A 399 25.5 510 44.3 309 2 W 721. 81.0 510 $51 03 $$.a $to 710 434( 684 )5tG 64,3 426 51.0 Mo 57.0 410 45.4 Sit) 0.3 413 40.8 510 50.0 408 34.0 LU =) 76 In 69.4 450 ?" 400 07.8 458 01.1 302 49.6 458 50 385 43A 458 46A '418 38.8 4% 44.6 373 34.7 468 41.6 368 28,9 058 373 M 24.8 466 AO 359 21.7 458 317 360 -i -i L < 78 In 64.2 430 67.0 301 63.5 436 so$ 373 4&9 436 49A Sea 401 435 441 Sea 35.7 435 404 M 32.1 435 38,1 361 20A 435 34A 344 2" 435 3ZG Ul 20.1 435 312 340 5 3 '13 327 20.3 j-2 232 327 26.7 271 90 In 4L6 327 43.1 200 04.8 3V 38.4 285 9.9 327 1.8 20 26A 275 20.9 327 23.7 260 17.4 327 ZA 262 L14.0 327 114-3 258 111 M 223 Y15 22.7 96M 34.4 207 354 257 2e.7 2aT 29.9 262 24.0 207 20.0 240 21,8 287 1 21f 1'244 1 19.11 287 20.9 24 17.2 267 19.3 237 14.4 287 10,9 232 to$In 241 221 205 =2 2Z7 20.8 204 117.3 227 10.0 tag( Ito to$ U) 24.7 al -wl - LU is'l Joe 19.1 191 15,9 215 16.0 its i2 52 I C13 U) - <- 0 0 Min 1 17.6 1 184 17,11 X TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: z An her Copeeltv Table(lbal (TAIl R COAMP.:: z setstadw ?jk cma,"Ka 3.51,Cone. "allow CMU Fined CMU PT Wood e (DP.)X _,CHO ANCHORCAP._ Awtw Typw 3116-Ekolidmeen Mr Elco Waseca 5/IV Elco 14"SSE11M 511VEIGO 114'SSEtc- #1 S1.1 0281011 SUSeei LION U 3FIVElcoutimco I1V EICO Unix= taw(05)Scm�105) AnaborCliniftflame vacen 1"AaareWtor Uffmcon Aia;*Sat" Sc a ac.,em, USFTHIS FORMULA TO OBTAIN THE'ANCHOR 1200oDi0tance(in) 14 2-Ur I- 2-Irr 3-08• 1. 2-112' 1. 21tr 1 2. 3418, r 0.40• O.W o,321' CAPACITY REQUIRED"CORRESPONDING TO AN ..Lm.bed.ment(bi_tV4' 1-214- 14W 1.3/4' - r 1411P 1.114" 1-114- 1.114- 1 1-114" 1.114- i-ww Imw tedea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ambom Q 4.76•MW O.C.I Standard or 011set Cop ft.1 390 ft 39D ros 450 N NO& 1644 are -Wft- 260lbs 354 IM 740 14% 374 Its 661 Ins 040 jos =1" �442ft -;Wn-* OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchmatilit.16-Min 400ins 7000» WA--NfA NIA WA 360 ft WA WA WA WA WA 682 Im 685 fibs We ft- CAPACITY(FROM THE TABLE)OFTHE SELECTED 4 Anctma Q r No.O.C,1[2)206 Anoto 093 1(ft, no ft me's 66016s 1580 We 1096600- 540(M 56D Ws WA Team 7480. 840 an IB92 ft 082@. was 11120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AW"mQGA5VaIJ.. Q/Valp,kno.125'AI...(Fig. We flos 4L�_N11, WA MIA I&A NIA N/A WA WA MIA WA NIA WA WA NIA 715bs I CAPACITY WHICH MAY BE USED TO QUALIFY IAmbor1F,GIip(FIp. ' coo. 185160 2250q 4459» 071 On US ft 140M 177ba 3101h 1 7 i M. 332 Has 473 ft 470@0 221 to 290ths ADDITIONAL ANCHOR OPTIONS FROM THE -- --- I I 2 Anchor,a 1.15'Min.O.G I F Clip tFig.Oyl 240lbs I WA 190 Ibs WA VA WA MA I NIA 1 351 b31 44211» ANCHOR ITY TABLE. NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as complying with iltaFlorida lluilding Avocph=jrv-0 249.&3 FIGURE 1, FIGURE 2: TABLE NOTES* Expiration Date 102'1 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mi I o Product SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '% 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 2.750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING.DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21- 23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED .371W FIGURE4.* FIGURE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM r,90,WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF lb s th r. FIGURE S: .11 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I"X2.76'X.37W ULLION M "tORIDP- D A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#110 8#12 ANCHORS INTO WOOD MAYBE STEEL,1"8,8.OR410 S.S. LEAST.126'THICKAN FL b1�r1#�i8705 TABLE 4A MuMon Capectly Table(IbsM opeffing dth(rocwtficalff-SpOrWo mUfions)orOpOnInqH ght(rorMil-ft*SpOrtingmulro-) 50in $01" TO In DON go in 1001. 12614 14014 14010 IXZTSX Rectmtpdu jwm*v� TmPrrdW9. Rentanoge, Trwiduv- Radanud Trep/manG Rectangular Tm"wV. Rectanar TtepITHWO Itclanow Trapflillmg. Rot Tmpmftpg. R-dawn Itaimer4 .000 Alum. L-'hv L"dop 1wd.0 Loodrig Loading Loaft L.1114� Lamina Loaft LoscIng LOR&O I L"ft L"100 LmdrIggLwdng L-Ad"O 1.0aft LoAng o! Tubep 2^ 11 11 , , - - 4214 170.0 e20 170.0 435 1170.01 744 17" 4741 110.0 668 IT" He 170.0 M 1700 Sig 170,0 1116 fMO SZI 170,0 1240 170.0 521 t7O.0 1 1488 170.0 $21 158.7 1#20 170.0 521 138A 1620 170.0 $21 40h 110,0 708 1 7010 584 1704 M 170.0 030 170.0 1133 170.0 661 170.0 1275 17010 SIT 170.0 1411 170.0 030 i4ij 1 14171170.0 680 121.6 107 170.0 60 106.3 1417 17" 00 fli.O 624 17MU M 60.41614 iMO 747 170.0 S" IM.0 M 170,0 Sit TTOV IM 170.0 664 1170.0 1105 970.01 723 Me 1285 170.0 747 11481 1286 170.0 766 - 121.9 1288 I WO.O 750 1045 1288 t7O.O 758 91.4 1 We I I70G M ILI -j7- 00 5414 1170`0 707 V0.0 612 170.0 go 0.0-FBI-11-0-0 lite J70.0 7s4 150.7' 1130 170.0 803 133.0 1130 170.0 837 112D.8 100 tIO.O WS IOU 11301170.0 Sal 30.1 1130 170.0 661 753 1130 170.0 001 60 14 170.0 m 1710 701 140.5 015 la3 701 12&S GIs 144.5 746 logO GIs 132.3 7M 01,11 015 123.0 726 97.0 GIs 118.5 720 73.2 GIs 1114A 715 02A 415 1 t4A 716 S" 015 If" 715 Of in 151.9 830 1811'a 710 1 IAS 830 138.0 604 I0#.S $20 1212 681 94.0 830 1172 870 84A - - 8W 104.6 Wit 75.9 SIG 90.4 M 02.3 630 94A 049 54.2 00 64.1 640 470 830 94.1 649 JU 14 60 in 137.1 767 140.0 eso 1-im.0- 7-67 -110.0 w 94-3 J67 tOS0 024 02.6 761' 984 614 73.4 767 $0.1 805 Soo 757 84.2 OOD 6&0 767 79.0 603 41.2 767 78.2 601 41.3 751 702 501 0. 7261 101.1 we 1co'll 66-21-040 fi-'o 640 '527 z 7 036,1 SOA WO 63.0,M 722 621 56.5 M 60.6 5114 1 50.9 WS 823 506 42.4 WO 572 00 39,3 838 65.3 497 31S 838 55.2 407 I' as.$ $71 00.4 496 W $71 76.8 498 -6)T-571 474 479 $4.1 671 60.8 471 Alto $71 $51 464 4&2 sit 61.0 460 38.0 $71 41.0 451 30.0 671 44.0 447 2TO SIT 44.6 448 -W.7 $42 70.8 05 57j 542 at 455 SoO 542 78 In SoO 342 83A 4 SsT 449 44.4 542 SIX 442 40.0 542 47.5 437 3&3 542 424 420 28.6 $42 40.6 425 254 542 40.1 423 624W ..2 8" 'g, I's +#.8 407 24.1 M 18.3 407 23LO 319 z So In 521 407 53.1 301 43.4 N 45A 355 37.2 30.0 340 326 407 3$.3 343 24.9 401 32.1 338 AO 407 20.0 334 2t.7 401 28.1 327 U) co 4814 42,8 m 44.1 320 35.8 358 37.2 314 30.7 358 UA 309- 2-6.0 -356 -20.6 204 23,0 350 26.1 30 211.5 350 24.0. 290 174 350 2f.020 Iii 353 119.2 214 Q )< w -is 251 21.5 U) 100 In 30,1 2$3 �.g -28T-26_0 283 22.5 247 4,1 1017 2$3 too 240 ISJ 203 16.5 2T L -W4--'iii- 113 fit 10 27A 207 26.3 23.1 267 23.0 238 tOO 267 WST w Of w x 120 In 22.0 220 223 208 1&3 1 229 1 188 20 30 TABLE 4B 2 ---- Anchor Cov ftvTable fflist ADJUSTMENT FORMLILA- tY ma S Zlk concede mk c4na.I Ream amu Fold cmu I PTWmd M4161 (DR..)X(_ANCHM:..::)=ANCHOR CAP... Anchor0pPattems Anchor IVW. 311(r Elea LQUvam 114*Ek U1.0cm 5`1v Etta lic as E 0128 MULLION uUman Y,0*Eko Unman 114*Efto alke BIIVFJco 1148SSEICO SIOS 1 #12 Steel led or AOOe(latar U11mcm AGOtWor Screw $-(G5) So"(65) USE THIS FORMULA TO OBTAIN THE ANCHOR 1. 2-IW I- 24W -3416• V 24rr r 2411• r 3418' r o4r 0.54- 0.324* CAPACITY REQUIRED'CORRESPONDING TO AN 2;;=a 4j51 juh O.Q I- 11vv 1.314, U3/4• 1.314" r 1414r MA' 1.114' I-V4" 1.114' 141V 2" 1-wr 14m* wde. ACTUAL PRESSURE REQUIREMENT FOR THE glee, GpSFq. 39068 39D ft450" Mrw 1644 On 270 to 20D We 354@0 740 We 37419--671-b. DOW 341 ras -4421b$ 550 We OPENING,WHEN IT IS LOWER THAN THE MULLION -.4 Anenan,a 1.15'W o'c.I SterAm 480 W 00" WA NIA WA NA 300 We WA WA WA WA WA 632 Ins �085W 1120 uta CAPACITY(FROM THE TABLE)OF THE SELECTED -7 680 Me 1560 lbs 1696 Ws MO las M lbs WA 760[be 7461ba ..aaM 4}3"441.0 D.C.1(7)295 AD&Miln,I(F)O�3Y7$outa00O� M 1W 1692M S82 an Ceepto -1 1-2o-ts MULLION.IT WILL YIELD A MINIMUM ANCHOR 45'min.O.Q.I u4c(tLIAI:�2v"!Ivt�n FIG,.4� WA WA L WA WA NIA WA WA WA WA WA WA -WA -tVA 715114 CAPACITY WHICH MAYBE USED TO QUALIFY I Anchor F�C 0:Ig 61 195 ms 225 ft 445 Ins I Mm 135 to$ 140lbs t77 Its- 370 the 181 Ite 3321b, 413 We 170 Ito 221 lbs 280 We ADDITIONAL ANCHOR OPTIONS FROM THE g Anchone IM 1.11 Mil.O.CJ F-000:9.67 240 ft 350 uta WA WA I WA I NIA 190118 WA WA WA WA I WA 1 341 Ibs 442lbs 550 uta ANCHOR CAPACITY TABLE. I NOTE:E.:rVK THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. pitooucr MVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. px miplying with am FfIxIIIIII vildi"S a'7V,.bjj&.-3 FIGURE 1: FIGURE 2. TABLE NOTES: AMept ant'a NO --I I.ODD' 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, MV, Zk 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, VW GURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 211-23. 7750, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58,105 O:z ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED T M 0-90.WOOD SHALL BE PRESSURE-TREATED CONCRETE BLOCK UNI (CMU)SHALL CONFORM TO AST .650" FIGURE 4: I.- _I FIGURE S.* FIGURE 6: YELLOW SOUTHERN PINE WITH AN 80 OF 0.65.ALUMINUM SHALL BE 606346 AND BEA MINIMUM OF.125' ATE Or �-Z' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1;cl� P4 ON LEAST.126'THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.7VX.65ir MULLION OR% x THE MATERIAL 1140&7112 ANCHORS INTO WOOD MAYBE STEEL,18-8S.S.OR410S.S. < NAL IIII0 A.LYNN MILLER,P.E. FL P,E.#58705 TABLE 5A Mullion Capkafty Table Ibefte) ° OpiningWldtb(tbrvsdca1V"eprdlgmdXans)OrOPsnlnOHdpbf(for hbdmrtat4-3P911nirgmUGort9) SII in 6010 TO in so in go In 40010 t29n 140fn 1601. p Reclmpnar DWIliorg. 11ftw9A*r Tmp7Tderg, RmIwg4nr TrOpRd". Rectengnnr ThPnIten9 ItWoNfiv TrWTdov. Radergnar Tmmrdwia. Reoimgnar TmpRBap. RwWgAer Trs#Tdsng, Roitagnar "op1Tdmg. a 1"x 3.126"x L-Av Lowing Loading Loading L"*q Loft 1.014100 toaft Losdfg 1.0800 toeing Loading Loading Loafing L"*V Losing loednp ox p .600"Alum Tube Mull 6p 1�} h t Lr1�} g �� 1pL 1�}py V pU p GS V V U p p t3t� tl pINm (i O � � 1 '4 � IIIA 'If 20 11 � ! t oil ' itj1 z i-IM 4214 170.0 820 170.1 435 {70.0 744 1730 Old 574.0 885 170.0 506 17b.4 992 1734 519 170.0 1116 170.4 521 1TlIA 1210 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 621 164.4 1602 170.1 821 J W 461n Oas 708 170.0 SM 170.0 850 170.0 684 170.0 092 170A 630 170.0 1133 110.0 88t t70,o 1275 1740 O77 7730 1417 17.10 680 157.7 1577 170.0 860 135.1 1 1577 178.4 600 11&11 1677 170.0 Bao =1 60.125. 170.4 747 1700 563 170,0 1 890 170.0 031 170.0 1048 1700 684 1 770.0 7195 170.0 723 1 170.0 1545 170.0 741 110.0 f494 1170.01 758 1141.7 1495 1470.0 756 12f,5 1495 110.0 1 768 100.3 5495 170.0 156 p Q 64h 174.1 747 170.0 012 ROA I OW 1730 gat 170.0 1118 17&0 754 170.0 1275 170.0 003 166.1 Idol 170.0 637 149.6 1401 1740 056 Via 1401 170.0 081 406.0 1401 170.0 867 93.4 1 1401 iloo eat m M F 0001 170.0 061 770.0 701 170.0 1063 170.0 797 150,6 056 170.0 are i38.? 4158 167.0 926 123,3 1150 150.5 917 t11.0 1168 144.7 910 02.6 1155 144.5 003 70.3 tire 144.5 90] 00.4 1150 144.8 903 F W 031. 170.0 030 17a0 746, 159.5 1049 170.0 060 137.0 1049 755,5 ago 119.8 1049 141.7 So 100.5 1049 132.0 858 050 1049 1 125.6 823 70.9 tots 110.3 620 060 1049 It" 419 840 1040 140.9 619 66n 100.0 955 170,0 789 130-0 OSS 151,3 6% 1191 455 133.7 Us 104•# 055 121,4 776 02A 955 112.6 765 83.4 955 100.4 757 09,6 955 00.0 749 69.0 D55 96.7 746 52.t 05S 90.7 M0 Z 72 n 128.5 005 134,9 897 107.0 403 114.1 802 91.6 805 701.1 870 80.3 aw 913 859 71.4 803 03.0 649 64.2 003 73.6 842 53.5 803 72.2 832 450 803 ORA 620 431 803 69.1 377 7810 109.2 721 114.1 6" 91.0 721 J 97.0 816 78.0 721 05.1 WS 382 721 18.5 595 00.7 721 70,1 440 SCO 721 65A $70 45,6 727 $9.4 $69 39.0 721 WO 644 34.1 721 56.1 683 J r 78 In tOLO 684 145,4 599 84,2 884 89,4 667 722 884 760 876 83.1 801 70.4 $67 5a1 664 840 555 60.5 BN 69,9 SSI 47.1 644 54.1 NI 383 804 31.3 630 310 881 30.8 534 9010 86.8 St4 STA 45e 44,8 614 61.3 440 41.0 614 BOX MO 41.1 514 44.6 433 38.6 514 40.5 427 329 614 37.3 421 27.4 814 33.0 412 23.5 fi 4 30.4 400 200 614 29.0 403 Q it3 OB In 64.2 452 65.7 404 452 452 47.0 390 304 452 40.0 300 31.9 452 38.4 384 301 452 32.0 378 27.{ 452 30,3 373 228 452 20,6 145 19,4 452 24.2 359 76.9 132 22,0 355 rn X O •` 50510 38.1 357 38.9 322 M.7 3ST 327 317 27.2 357 TAA 31# ?310 357 262 308 21.1 357 227 303 10.0 357 200 209 16-0 357 16.0 293 13.8 357 id2 287 ti.9 357 15.0 283 W LV ttl 9t 33.1 333 350 300 24.2 333 30.4 307 25.0 338 tat 208 71.4 338 #at 292 79.6 338 20.8 268 17.5 336 10.0 284 14A 335 10.5 278 12S 330 14.e 273 11.0 330 1310 269 a tri 1201. 27.7 269 28.2 283 23.1 289 25.7 259 190 209 20,5 250 17.3 269 te.f 262 75,4 #8g 40.3 249 13.9 269 14.0 245 11.0 264 1211 240 fa. 289 itA 233 6.7 2B9 100 252 X Q TABLE 56 Z ANCHOR CAPACIiY ADJUSTMENT FORMULA: m0 .Q AneborCa sd T�61e Lbs ANCHOR CAP-000"0,,, 5.130316 27ACOrktde aoxcdk. Noomemu Fl9edCMU f•Twom Man (01;0,)X( CAP-_,i � �•7�� PnthwTVM 3tt6"Eitounratol thrEkoUOmcon UNIKon 3'1EEKOUnetdf i/eEkOU0me40 114'asEko 6/16'Eko V4.asEfto 410SIe0 012 SIM NQStdei MlALIONCAP.,a,,,,, AnahOrCltP Patterns Uamton AgwWalar Uemttn Aplmpdar atmm(C6)scrtsr(G5) Sctd*((15) USE THIS FORMULA TO OBTAIN THE"ANCHOR FAgs Qsteree0n) 1• 2-Ur 1• 2.172 elle' 1' 2.7? 1' 2-v2' r 3-vg• r 0.46• ase 032e CAPACITY REQUIRFJ)'CORRESFONDING7q AN Emtednett n 1.314• tate 1.314' 13'4• r 1.114• I•Ve• 10714• I-VC 1-114• t41C r 63e• 4.3.8• ywis ACTUAL PRESSURE REQUIREMENT FOR THE 2Mctm 44 4,73 Mtn O.C.7 an141am Cr p1Fse1 COP tF1g 17 390 Lbs 390 Ds 450 Ds ago Wa 7644 Df 270 bf 28N-Its 364 D* 7doim 3Td lm 66d 1m 62826 3418. 4Y2 as Mau OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Arcffus4111,15•Mn o,C.I StwWO(n OtbebCOp(Mg 2) 400Ds 7m ma NIA WA IRA N/A 300 D* WA WA WA WA WA so2fm sm ms 1120Im CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arilrod to 3•Mn.S I(2)2(5AtgkcyI1Mi;a3 700 WS 7ODU BM b* rW MS iMfAb* 54ob* 6m fm NA 76016; 745 Ds 360x6 1592 rm sm. 8351 TI29E9 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amind 0.4Y Mn.O.CJUC*p,nto.120'Ahm1.Q•7g4 NIA WA N!A WA NIA HA WA NIA WA NIA VA WA NTA WA 1073 xe CAPACITY WHICH MAY BE USED TO QUALIFY 3Afl:n*rr F•C9p 1444 6j iD5 bs 195tm 2250* 445Ito 822 to 1360s 14D ft 177 DS 3701bs 187 bs 332Lta 473 Ae nbDs 22t lad 20a fbs ADDITIONAL ANCHOR OPTIONS FROMTHE 2Antro.®1.19'Mn O.C1F 97.0T 24D D* 3MMS NA WA NA NA Iisms Nm WA WA WA WA 3418. 442 Its 560 ma ANCHOR CAPACITYTABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RBVISED n*comPiyinB wtth gro FluiSt FIGURE I: i-1.000•-i AclttrtmcONo 14'o"b'l)5.03 FIGURE 2: TABLE NOTES: E int ao 1hb �f(i2I • �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, py SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi D«hrmdua' 111111It11)7 FiGURE3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125, ���OtaY 1 r1(e�r! 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 ��'\,\CGI43G '• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. iC FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu,58705 ANGLE Cl MUST BE USED 1N PAIRS. .500• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC13Di SPECIFICATIONS.HOLLOW AND GROUT-FILLED CY,_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE-TREATED .-O 6 '7li7 FIGURE 4: FIGURE 5: FIGURE 8: : 1i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083•T5AND BEA MINIMUM OF.125" SIATt. F ; y • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t"X3,126'X b"MULLION '{��(+'•• TL ORtOt�': `�� • LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I•VF MULLION) • THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.& 77JscS�(�(y�l� 11�� A.LYI�N MILLER,P.E. FL P.E.#68705 TABLE BAy r Muilion Capacity Table(lbaJR2 Opening Width(forverticaliy-sperang mtiliolts)orOponing Height(for hori2ontaV-sparring rmflons) C so in 6o In 70 In 80 In 0010 toot" 120 to 1400( 1wh R4eta/P11ar Tr"IJTdarp, Raotenpda TrapRMna. Redanow. xe(oR NV AOcten9W"7 Tmpn'dnnp- Amt$npolr TrWIllanp. Reetang4er T.91118M. Reat$npDler Tmp1 .M. Raclanpd4r TmyM®q, Ra(.Wl. 7r$Nrddp. O 1 x4x 426 toaft Loading Loading 1,084.0 1"ld4V Loadng Loading' Loading Ludiryt Imdirp Los dn9 LadIng Loup +a64m1 Loaft Lassa L---*V Loading oZ4 Alum.Tube Mullion 1 111 h 1 4 1 11 111 h I h 1 111 1 1 1� 1 1 � 1 1 3 to Lit 42h 170.01 820 170.0 43S 170,0 744 170.0 476 170.0 668 170.0 608 170.0 092 170.0 819 Vol) 1116 170.9 621 170.0 I 1240 170.01 621 170,0 1488 170.0 621 143.8 1449 170.0 621 127.0 1489170.0 521 0 (!T 481a 170-01 706 170.0 624 170.0 850 170.0 684 170.0 992 170,0 830 170.0 1133 170,0 WI 170.01 1275 170,0 077 156.3 f3o3 170.01 660 130.3 1303 170.0 600 LIL? 1303 170.0 660 07.7 1303 170.0 860 60.62810 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1040 170.0 864 170.0 1193 170.0 723 166.1 1235 170.0 747 14D.5 1235 170.01 760 117.1 1235 170.0 768 (ODA 1235 110.0 TS8 $?A 1236 170.0 786 a Qi in170.0 791 170.0 8t2 17010 946 170.0 69t 1704 1110 170.0 764 154.4 1166 170.0 603 137.2 1IS4 170.0 837 1216 1164 170A 650 102.9 1158 1TO.0 eel 832 Ii66 (70.0 841 71.2 1154 110.0 681 ILLI M � 601n 170.0 665 170,0 701 166.7 1042 170.0 707 14Z4 1042 161,1 812 USA 1042 148.7 615 1112 1042 13ae WI tOD.e 1042 130,2 791 03.4 1042 120.1 782 71.6 1042 12LI 702 621 1042 125,1 lag � rD � 831a 170.0 930 170A 745 1S1.2 902 103.6 410 1204 002 144A 709 111,4 992 131.0 702 100.8 802 121.4 78a 00.7 992 114,8 766 73.0 992 106.4 743 04,8 992 104.0 744 MT 992 logo 744 ' Win MA 947 170.0 789 131.8 047 146.0 Tab 1181 947 130.3 780 f03A 447 117.7 752 91.9 947 100.7 73S 6Z7 047 102.2 727 68.6 947 05.1 713 59,t 947 94.0 7H 51,7 947 04,0 711 Z U) 72h 13&0 849 142.7 737 113.2 849 121.6 722 07.0 649 108.9 708 84.9 d478 $$A Me 76.5 649 69.7 684 079 040 827 875 S&8 649 76.3 859 401 049 72.5 662 425 849 72,4 651 ,'� t2,I •� 701n 1161 762 120.7 665 90.3 762 102.8 652 eL6 Tet 90.0 610 72.2 604 620 84.2 762 74.2 020 87.8 762 692 613 4&1 702 82.9 602 41,3 762 60.9 697 3&1 762 694 693 •�j K 76 In 1089 724 111.4 BK 00.0 724 e4.4 621 76.3 724 624 809 68.9 74.4 599 59.4 724 68.1 691 414 724 63A 503 N.6 M4 67.3 673 38.2 724 $4.3 687 33.4 724 53.5 WS Q J 9081 0.6 604 71.9 403 66.6 613 80.7 474 40.7 643 62.9 146 43.8 47.1 458 3&0 543 42A 452 34.0 543 39S 444 20.0 643 34.9 430 24.0 643 321 430 21.7 643 30.1 96 h 67.7 {Td 69.9 427 47,6 N6 49.7 419 40.4 476 43.2 412 334 38,6 400 at,$ 470 36.6 400 2&7 478 32.0 395 23.9 476 26.1 38a 201 478 25.6 380 17.9 478 24.2 370 � to''z A C O tOdh ID.d 377 41.1 361 53.6 377 KA 335 24.e 377 30,0 330 252 28,6 323 2Z4 377 24.0 32t 20.1 377 22.0 317 16.6 377 /9A 310 14.4 377 17.t 304ti9t336.9 367StA 310 2&6 337 274313 232 24A 309 20.8 367 22.0 305 186 357 20.1 3o1 15.4 357 17A 204 a28.3 306 29.8 Z7D 24,6 306 26,1 274 21.O 366102 297 18.3 306 17.3 203 Q Q 144 h 17.0212 172 190 TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: s, O AnehorCaal Table ba Fid 0$Mlmle: 2.7k Co.mf$ 3.66 Coq. H000WCMU FWW CMU PT Woad Meta[ (DP,,,)Xt'UCHDR CAP.,,,,,,,,,,\-ANCHORCAP._ &� S/}V Elco i4'S8Eke dJlWEiw 114`SS Etna 8108ted #1261681 N129ted MULLION r;AP.,,�:: AnehorCllpPatteme A.fgrryt,. 3/18'EicaUiDeca 1rEkot9traom INmcm 37f8'Ebol9veea 1t4'EkoUOracon AWMGew tla,ca A9O.Ww Somw(05)Sos (Gs) Saw(Gs) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Dials.$an7 r 2•1tr I r 2-1r 3-wa I, I 2-tar I r 2.12• r I 34W r OAe• 0.64• 0124• CAPACITY REQUIRED'CORRESPONDING TORN EmbMnent(lcl I V4' 1-314• 1 1-314' 1-314• r 1.14• 1.1r 1.14' i-ur 1.14' 1.1r r tare' tare• wdM ACTUAL PRESSURE REQUIREMENT FOR THE 2 AaMm®43VM6.O.C.181mderd arOfdel C9p(Fp.1827 190108 390 roe 430 t5" 09000 1644[M 2703, 260 IN 3540s 74DMa 374 IN 664tta 948lbs 3416, 442fts 56ofaa OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.hM02.2V Min.0.C.l4lpMetd(a Okel)C9D1Fi0.31: 70D 9, 700 i. i 500 hs 14401. 952 f WA 560 ft NIA 6309. WA U01. WA 6629, 685 iM 112018 CAPACITY(FROM THE TABLE)OF THE SELECTED 8A.wm a1.IV Min,O.C.i Shwaal(or Oke8 C9p(Ftp,45 9609, 1400 ib. WA RfA WA WA roof. WA WA WA WA WA 13030, 17:6 roe n4DI. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A.Mm�3•MIn 2)295 Anpm COM t ft.S): 7800, 780ra 680 lbs 150011 I 18989. 64008 540 tM WA 7601. 746(0. am IIA 1692 th 682 fa 385 ft 1120038 CAPACITY WHICH MAY BE USED TO QUALIFY 6A.hn7Q3•Mat"O.O1M 285 Asp}0"1Ea.e): #701. 1170166 ttr103, 23400. 2.44 Ax 8100. booms WA 1140fa. 1122 a* IRO A. 29361. 10229» 1127 roe tf90los ADDITIONAL ANCHOR OPTIONS FROM THE tA.has®OA5'MsI.O.C,7U43fp,tnM.125 Atu1n,IFlO 7) wA WA WA, WA WA WA WA WA WA WA WA WA WA NIA f43016s ANCHOR CAPACITY TABLE. 2A.hom@225•Mh.O.CI F131p fFta 87 3500. 350 ft 2900. 105 ms 4786* WA 28DIM WA 115tH WA 4400. WA 311 e, 4421M d60 H, PRODUCT RFVISED l A.igm f,f5'MIn.O,Cl F47y IFN.9X 46016s TOD 6s IBA WA WA WA 36018 WA WA WA NIA WA 80203 W9lb. 11200. os wrlplyin6 with rel#Horth NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -j 1.000' t - ncceptagn=c UP-621$,0 3 '.t P�tpFralbrt RateI��t TABLE NOTES: By FIGURE 1. FIGURE 2: FIGURE T. FIGURE 4; FIGURES: FIGURES: M(Mt7 by ('Rtittr$t ♦ ♦ ♦ • • • ' • ♦ • ♦ • tj SEE SHEET 1 FOR INSTRUC71ON3 ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE vt1 t t rr SHEET$2-4 FOR GENERAL INSTALLATION METHODS. \�� .ilje 7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 24-23.FIGURES SHOW - =_ FIGURE 5: - FIGURE 6; FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ' • "/!�' 1,;j4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '`14C)%. .�U: • • • • - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G-90.WOOD SHALL BE PRESSURE-TREATED YELLOW '••,rCOR10P'. ��� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL ._l '�C� 1 ANGLE CLIP(FIGURES 5&0)MUST BE USED IN PAIRS. RAL STEEL TO BE AT LEAST.126 T ICK ANDDA33 ALL ANCS TO BE A HORS INTO METAL SHAGRADE 33 LL EXTEND AT LEAST 3CK(18 j SCREW THREADS BEYOND THE MATERIAL.#0& ��� t'llSTU �tlN�7j y'<t+ #12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. 1'X 4•X.12s' A.LYNN MI 6870 P.E. MULLION FL P,E.#58705 TABLE 7A + • Mullion Capacity Table tbsRtD OpeningWidth(tarveNca9y-spall ngm446oa9)orOpentngHaight(for hodwrtaiy-apamirgmUions) 6014 BOM 7014 BON goon 100 it 120 in 140 In + isotn it4%,376 cl°nyyer T1etrONT. itactenpAm TmplTitan9. Rmi.pidu Tr4PR4eng. Ratde9tom TSPITA-9. Redmosr TrepTdon9. Reclon9Wer Trop7Tdanp. ReetonWler Tewden0. Ractn9dor Trapfhton9. Racwwfu TcWTitang. Q Alum.Tubo undn9 L 119 Lo.dn9 Lmmn9 L"ft Loa no Laadg L2Z Lzig Loedn9 Laeft Taadrp Lwdtrp Loedo9 Iaedn9 Loadnp Laedn9 imadri3 ti Mullion 111 1 a cm It 1 g a x ai- Z w 42M 170.0 820 170.0 436 170.0 744 110.0 470 111.0 068 170.0. Ines 992 170.0 619 170.0 1118 5700 $21 170.0 1240 178.0 421 170.0 1418 70.0 421 170.4 1735 170.0 421 t70,0 1913 Wes 521 Q 40M 170.0 X00 170.0 624 170.0 650 170.0 604 170,0 992 170.0 63(1 170.0 1133 170,0 581 170,0 1275 170.0 677 170,0 1117 170.0 800 170.0 1700 170.0 600 170.0 1963 170.0 88p 161.0 2024 170.0 680 Q = 6D.e2SM 1740 747 770.0 603 170.0 1 098 170.0 671 170.0 1048 110.0 864 170,0 1 1195 170.0 723 170,0 1345 170.0 747 1704 1494 170.0 765 170.0 1781 170.0 TOO 168.0 4919 170.0 750 136.5 i8ie 1 170.0 706 A 6 04114 570,0 787 170.0 dt2 170.0 958 170.0 491 170.0 if18 170.0 754 170,0 1274 170,0 003 110.0 1414 4?4A 837 170.0 11194 110A 858 1509 1789 170.0 a01 IVs 1799 VOA 881 120.0 7799 170.0 881 � O 0 e0M 170.0 886 170,0 701 170.0 1063 170.0 707 17010 1240 f7os 878 170.0 14f7 170,6 844 170.0 1694 00.0 996 t56.6 1819 170.0 1033 t29A 1819 110.0 1083 111.0 1819 170.0 1003 972 1610 170.0 1063 )�•• t�0 03 In -930 170,0 545 170.0 1116 170,0 850 170-0 1302 17MO 940 110.0 1488 1740 1015 166.7 1642 170.0 1070 t41.4 1542 7700 t122 It?A 1542 1685 1154 100.1 1442 167.9 1157 00.1 1042 18TH 1167 y^y Q Win 4740 974 170.0 749 170.0 1149 170.0 903 170.4 1344 170.0 1002 t60A 1472 170.0 1986 142.6 1472 108.8 1148 126.6 1472 116.6 1110 107.1 1472 147.6 1108 91.0 7472 146.0 1104 eaa 5472 146.0 1701 S` Gv 7214 170.0 1063 1704 878 178,0 1275 170.0 1009 SAO 1320 188.2 Hill 132.0 1320 149.9 1082 117.3 1320 137A I= 503.8 1320 12e a 1049 80.0 1320 117.0 1024 75.4 1320 1120 1013 56.0 1120 112.5 1012 Z w i le to 170.0 1122 170.0 937 140.8 1184 iWA 1013 120,2 1164 139.8 9M ti22 Tt84 125,7 978 90.7 1164 itS.3 884 BRA 7784 107.5 862 74,8 1184 977 93S 84,1 4184 93.1 927 541 1184 82.3 825 = 0. G X8M 188.1 1124 170,0 951 138.4 1124 147.0 985 lies 1124 120.8 847 1037 1124 115.8 411 923 1124 105.0 916 03,0 1124 94.5 808 69.2 1124 087 ago $9.3 1124 84.3 Sat af,9 5424 03.2 870 Q � •�.. V F T 90M 108.1 844 111.6 7110 90.1 844 84,3 738 X7.2 0.{4 821 724 67A 844 73.3 712 80.1 844 48.6 702 54.0 041 617 093 46.0 844 642 678 39s 044 507 666 33,5 844 41.7 852 Z Q O 96 in 89.1 142 Oi.5 583 74.2 742 77.2 652 03.8 742 W. 641 65.7 Tit 59,1 831 18.5 142 $4.t 622 14,4 742 49.1 BU 17.1 742 43,8 864 3!A 742 09.8 884 27.0 742 37,5 684 h •Z .O 108In 028 586 03.9 530 62.1 5BB 63.8 $21 {/.T S86 45.8 413 39.1 588 4L4 505 34.4 686 aT.3 490 37,3 581 34.2 492 20.1 688 29,6 461 223 M412 185 SM 24.7 4a8677 a5S 68.8 403 410 1155 49.6 495 41.2 65S 427 417 96,0 665 35,0 100 727 655 34.2 473 2e.e 655 31.3 487 24.0 65S 27.1 457 207 0 10.0 553 22.4 442i20M 46.6 475 48.4 433 38,4 475 347 126 32,8 174 33.7 420 28.6 471 28.8 414 211.3 475 288 409 14.8 47S 247 404 IB.O 476 21.1 395 143 7 163 475 17.2 38t x 144M 2'6.4 339 28.7 306 14,0 330 n.3- 101 Se.9 3311 19.3 ZBT te,6 130 iF.O 241 Q Q TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: 4 m a AnehorCa 4:1 711119 119 \ANCHOR CAP.,,,,,,,,` a � 6111411: 27kC I a 3.5kcma- PoRcmu FlOedCMU PTWooe M041 (Dt?a,)X )aANCHORCAP... '3 SJIV Son 114'8891m 6)18•Elco 1iP ea Else Co steel 612 ateel 812 sled MULLION Aneh0rC8pPa8em• An n S/irEkoN6acan 5t4'EknOnreern tgl,, MWEkotntrMon 3-N Bkotmmaon Appnaeta 1711meon ApBmOF-IQ amM(GS)Saw(G5) Scmw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed90 ahlence tMT r 2-Ifr r 2.71r 3-118' t• x-lw r 2.1x2• r aur r 0,48• 4.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em6edmmt 014: 14114• 71)4" 1.314" 1.114 r t•w" 1-114' ulu• W 1.114' 1.114• r lava' 1318• sodas ACTUAL PRESSURE REQUIREMENT FOR THE 5mborim 0C 6"M1n.O.C,l5taWudar06ae1C8p(F1a 7620 1OOIbs 7906a 450141 690 Bu 1544M 270M 28016. 35404 _T4_0 U_ 174ib1 164,09 946 W. 1419,1 442ib. 1606. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 nndtore®2.2s ffin.o.c,r atenaad(oroeseq c9p(F19.3) 700 to 700 to 560 is 1410164 952 is WA Geo fbs WA 630(M WA 080 1b. WA 682108 8858s 1120 is CAPACITY(FROM THE TABLE)OF THE SELECTED Bhrwhom®1.15'Mln.0.4/81aMed(0107610 C9 n.47 96066 14D01M WA WA WA WA 76044 WA WA WA WA WA 136310. t770 F. 2240 4xi MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anahsr8Qa"090.0,G.r(2)2s6Mgb GOpa riFl9.117 760 to 78069 -Wo-n two roe 15905. 540 iba woa. WA 76ow 740M wof64 18921b. 652 Ws 165149 1. wom CAPACITY WHICH MAY BE USED TO QUALIFY e ArroMa®3'Min.O.C.1RI2a6ArgM CAp.70'19.8): 17701111 Mama I(Wras 2340 iba 204461 610(8s 640111 (8A 1190164 sin is 1323 We 291461 1022 to 1327 t. /(91081 ADDITIONAL ANCHOR OPTIONS FROM THE 4 A4cMm Q0A5'Mn,O.C.7U43tp,fito.i25"Arum.(Fip.Tr WA WA WA WA WA WA WA Wk WA WA WA WA WA WA 14701116 ANCHOR CAPACITY TABLE. 2Ant"Q2-W MLT.0-CJ t-'P(Ptp_87 3MM6 350MO 28061 10 Ws 47$81 WA 28o@s WA 3111Ibh WA 440108 WA 311164 442101 600819 PRODUCTRRY)S6D 4 Ark1rorh 49 f.15'MM,O.Ct P42 (Fi9.9T• 4807119 700th WA WA WA NIA 360 Ws WA WA WA WA WA 602 to 085161 1 11206. ro compty6g WAh dW f1modda NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLiP. I Aa, g Godo mNo -•y 1.092• r•- -y 1.000• r--• aeoept9ni6•a218.a.1 L' rA1)j)qa4 TABLE NOTES:FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M)emo tr6duN • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, i t I i i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, `\�vQS1 • • • • • • s • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4,640' 4.000' �\' 7;;' N0.50705 •'"1 %_ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. =• FIGURE 6: FIGURE 6: FIGURE 7: • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND „0';{j0.• 's GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-SO.WOOD SHALL BE ;.�y � U: LA • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE Q ' T T_ 8083-T6 AND BE A MiNiMUM OF.126•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' •'''~ rtORtO� •+,f '• * .J THICK 18 GAUGE).STRUCTURAL STEEL TO S .376' .378' ii SSS,'•••..•... '•�`.:�: ( ) E AT LEA T,126'THICK AND 736.ALL ANCHORS II 1, 1�tiAL ` ANGLE CLIP(FIGURES 666)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.040 1"X 4"X.375" 1 1"X 4•X. A.LS'NNIMILI.- P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 SZ.OR 410 S.S. IT,-MULLION MULLION FLP.@,#58705 TABLE 8A o n C4insolty Table oive openingdth(to Iy-epo ngmu9an{)aropontngRetgut(forhNo rdatyspam6ngrmortr9) C! $01. 8017 701. 1BO In 901. t001n 120 in 140 et 1601. ab Q 1.26"% Raetm9tder lReeffrfang. Rasiealpnat TrepRderg. Rsct-vdeI TretYfdenp. R-WO TreprLfsnp. Reclengner 'eepli la g. R.Cluag tnr TmWdeng. Rselenpnv ttap/Tlteng, Redanow TepRdenp, Raotsna*r TrWTdeag, d 0.188"% Leadng Lo D Lesdnp Lowing IMON Coning Loadnp LoMng Loedrp L.ed'n9 '..'e L.". Laadlp Wadrry Iaad.p Losing Losing L44de9 �y4 286 Mule � � _ _ ' u qappq�� !I T ��bb�`` $${ -j�`g? �(�� $i�$ �$�$ � � �g�' � � � •��t' d �'�j$ � sq3�� �6 5 @ K dK @ g @@ �5 SE N --L {LI 42 to 170.0 620 170.0 4311 170.0 744 170.0 478 170.0 868 170.0 Sea 170.0 882 70.0 810 170.0 11116 170A 7111 110.0 1240 170.0 821 174.0 7{86 170.0 521 170.0 1735 170.0 421 151.8 1740 170.0 621 F 481n 170.0 708 170,0 524 170.0 550 170.0 554 170.0 992 170.0 830 1 170.0 661 170.0 1276 170,0 671 170.0 11417 170.0 860 154.8 1548 170.0 680 132.7 18/8 170.0 680 ff0.t fS46 170.0 �0 LU W 170.!1 7{7 170.0 683 170.0 898 i7Qtl 831 170.0 1048 170.0 8 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 748 1392 1{88 170.0 760 1`18.3 4406 170.0 760 104A 1489 170.0 755 & 6t in 700 727 170.0 812 170.0 958 170.0 691 170.0 1115 170.0 TA, 170.0 1275 S 8W 183.11 S37a 170.0 831 146,4 1379 170.0 858 122.3 1378 170.0 881 104.6 1376 170.0 881 91.7 1376 170.0 861 UJ p '170.0 005 170,0 701 170A 1083 170.0 787 158,9 1158 170.0 876 f 87.4 030 523,4 1168 150.6 9119 itttt life 160.0 912 92.7 1155 144.8 ODS 70.4 1158 WA 00S 89,5 1158 144.8 005 r � W J 831. 1170.0 930 170.0 745 760./ 1031 170.0 650 i37.2 1051 185.8 862 120.1 1051 HX0 848 108.7 1051 132.3 837 90.1 test t28.7 83D 8011 1051 If0.S 8X2 68.0 1451 119.1 021 60.0 1051 110.5 82I d a Bet. 167.1 957 t70.9 788 13913 957 151.8 Sea 119.4 987 134A 790 104.4 957 121.0 777 02,8 057 112.0 767 83,8 957 108.6 759 09.0 957 100.0 750 59.7 957 90.0 746 622 851 90.0 We Z 126.7 004 1362 698 707,3 861 1162 064 91.0 004 WL3 071 91A 660 71.6 804 04.1 650 64.4 804 18.8 643 53.0 804 72.3 033 48.0 am 02.9 629 402 804 89.8 828 �• 761. 09.4 722 114A 630 912 722 972 5IS 78,2 722 e5.3 600 68A T22 ,7 506 60.8 722 70.3 564 64.7 722 KS 800 45.8 722 69.8 $70' 39.1 722 66.7 585 342 722 682 $64 1 2 z •� T91n 10}Z 885 495.6 800 MA 805 80.6 68e 723 005 78.6 617 70,6 686 68,2 885 84.5 660 60,8 886 80.1 553 42.2 865 64,3 643 382 865 5tA 637 31.8 885 00.7 430 80th 85A 5115 118.0 437 ${.8 81S 57.8 449 4T.t 615 SOt 441 41.2 546 44.7 434 38.0 616 40.8 426 33.0 Sia 37.4 422 27S 515 33.1 4q 23.5 615 30.5 407 204 815 29.1 461 � X N 90In 54.3 463 65.8 40{ 45.3 453 47.1 397 36,6 467 41.0 391 33.0 {53 30,4 365 302 453 33.0 379 27.2 463 30.4 374 MO 453 20.6 366 i9A 4% 24.3 380 17.0 453 22,0 358 Z 106 M 36.1 00 350 39,0 32J 31.0 350 320 310 27,2 350 28A 313 23.8 356 262 306 21.2 350 227 304 19.1 3S0 20.0 300 15.8 356 t8.0 263 s•wr b°T M its 61 SS.t 338 368 308 29,3 336 30.1 301 25,1 336 25.1 207 72,0 330 232 203 119.6 330 20.9 289 17.6 338 19,1 235 N 12091 27,0 2W 28.3 244 212 290 23.6 260 10,8 200 20.0 2a0 17.4 204 182 253 t5A 280 78.4 249 N ¢ O 144 In ie.1 201 10,3 108 0i?r Z TABLE 8B rrr///��� AnehorCe aai T6Di9 t 9 ANCHOR CAPACITY ADJUSTMENT FORMULA: S � ANCHORO:AP.,,",,,,,, S.aatrst° 27ki'atsrde 38fIConC. HdbMlMu Fie0CM11 PT OW MEAN (Op-)Xt }=ANCHOR CAP.,,, Srt6•Eko 1r4-SSEicO fr16'E%o 1/CSSF/C. 9/DSted 91281eel 912SIed MULLIONCAP.,,a„v, At/chotCtlp Patterns Amtwr type 3175"Hco u6rsem NC FxouOtacon UtOazon 3/tCE3c0 U0nICn ili'FlcabOmcon AVeGotor Ulmon AggeGatur scm.4051 ssret(c5) Snari�l USE THIS FORMULA TO OBTAIN THE ANCHOR Eogopaane n) 1• 24/7 1' 242 3419' r 2477 1 /• 2-11r 2' 3-116' 7 0AV 6.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embed.ent . 114• 131,1• tat{• 7 7•ta• 1.1114• 1.114' 1444• 1.174• 1.I 2' tea• 73B• yaks ACTUAL PRESSURE REQUIREMENT FOR THE ro,s4D4.73^64nac.7516roamoro6snc9pgagl) 39op,s SOD AMW-- 42Z a44ps 27oms 26proa ms 74oroa 37aR6 ss165 9(6 Fes 347 ms aura 6soms OPENING,WHEN ITISLOWER THAN THE MULLION Or4 441.15'Min O.C,l Slm6itd(or UeegC4p q 2) 4M Ibs 7001es NIA WA NIA 360 no NIA WA WA WA WA 6521M 003 ft 1120 t94 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnC6ws®3r MN,O.C.l l212r5AtgleCipS/LFlq Oj 780143 760109 S80 /36tl 8�6 B9b Ib9 f40lbs See Me NIA 7601os 1480as 6ADta 1802 to S020S States atoms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcMn(�0.45•MYI O,C.rU4;q,IMo.125'Atut(FW 4) NiA WA NTA FUA WA t9A N/A WA WA WA WA WA WA U30 VA CAPACITY WHICH MAY BE USED TO QUALIFY tArclss/KC qb) 195 lbs 196 too 2250. 445 Ns 022 to y35ias 140 ios to tM 370tffi }871bs 332 tm 473 ws IIOt+s 221 280 tea ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctnd441,10,Mtn O.CI FC 240 is 35008 NIA WA NIA NIA 19Dte 171.0 rUA NJA WA WA 3410. I4429s 560 to ANCHOR CAPACITY TABLE. PRODUCT REVISED NOT ' E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, °9 c.DUCF0 EVI E Flbtid'e FIGURE I: FIGURE 2: BulldngCocte 6216 O-S ' -• TABLE NOTES: I--1.250'-I AcOeprae�-'.N° I.imam1)SEE SHEET 1 FORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mil at t IGURE 3: 2)LINEAR i14TERPOLATiON BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS 18 ALLAWAB ��pN�.GYFL1 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR F�SACT DIMENSIONS,SEE 3.188• t`�1. 11p6NS�.''•.F� •�� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �: �•i�. BE USED SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 265' = IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 4 FiGURE 4: FIGURE 6: FIGURER: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 'C11 p (.,b 01 ti BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125"THICK.STEEL.STUDS TO BEA MINIMUM GRADE 33 AND • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEA57,125'THICK AND A36.ALL 1.25'X 3,188•X.265•MULLION t«F!pr•'•�{9': • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1"1114'VF MULLION) i 7!110 8#112 ANCHORS 14470 WOOD MAYBE STEEL,1&8 S.S.OR 410 S.S. A.LYNN TStILLP.E. FL PZ#58705 TABLE 9A ® i261� Mullion Ctl aol TObIB([bolt?) 7'"1 OpenloOWidth(farvertiOalry-spanning mNlon3)orOpenipp HetOht(forhailzontaly4lPaMnpmU2ora) #C' c 50N cold loin 6010 WN 11 1001n . IN In 140 in too I, 7S O Tr.WdV4 R4alanpdtr TnPlTdena tl 1,26x3.96 Reclanwl.r TmlyTdena 1UOI.npder T4prfdarva MOtenwlu TmpTAsnp, Real.npl4sr Tra/Yntanp. R091pewW Tmn?d.np. Re4knad.r TLoads Rxt.ewl.r TLpdg6 Rk din kr 4: X.400 t0aand LmdQ LmdnO U.&O t.4Q[p Lwan0 Ladng L..Qv LadV I.wdnp lo.dnp Laamrq Lo4dnp Loedap to4dN0 laedtq La2drq LadnO �Y Alum.Tub9 i �� MOttgg55 }yy� yypp ##yyi1 r5 qqyy yypp ypp yyy qqyy egg yy qqgg qqyy yqq 1q� 42M 170.01 820 170.0 435 170.0 144 470.0 478 170.0 666 11010 Epp /7010 992 110.0 St8 170.0 1116 170.0 621 153.31 1116 110.0 621 121'.7 1116 178.0 821 109.5 1118 170.0 521 06.6 1118 17010 621 0 46 M t70.0 708 170.0 624 170,0 858 110.0 594 161.8 076 110.0 Wo 1467 976 110.0 661 730.4 Ola 170.0 877 117.3 078 170.0 660 OTA 018 170.0 bop 6310 078 178.0 pep 73.3 978 1700 860 1 = SO.emin 170.0 T47 170.0 bel 1760 4676 00.9 031 160,7 827 110.0 084 131.9 027 168.6 I'm stilt.027 s50.4 e99 105.8 027 IW2 6% 6L0 027 166.3 695 7510 027 1562 095 650 027 160.3 895 aw 6 (n 54 In 178.0 79J 110,0 612 164.5 689 170.0 001 132.6 669 153.9 683 115.9 086 41.8 869 101.0 60 134.0 660 92.7 889 129.6 864 77,3 a69 1268 052 60.2 669 129.6 652 61.9 669 119.6 652ca Ij] 4OC�3� Q 60 In 143.2 740 153.6 634 119.4 746 132.3 620 102.3 746 WA Wa 89.6 748 t07.8 599 70.8 744 101.0 59t 71.6 740 00.0 387 59.7 740 913 581 61.2 748 93.3 583 44.6 748 93.3 603 W � J 6361 123.7 a" 132,0 570 1011 617 1112 SW 6a.4_ 817 1WA 655 773 877 BSA US U.7 877 66.2 639 81,9 677 6110 534 DIA Or 77.0 629 44.2 677 10.7 579 30.T 617 78.7 529 J 681. 101.0 617 114.1 638 89.7 617 01.6 $10 7pa 017 08.3 509 67.3 017 78.3 500 5910 617 72.6 494 63.6 611 80.7 489 44.6 637 6410 453 36.4 6i7 03.7 492 316 617 63T 402 d 72N 02.9 616 97.1 450 09.1 616 14.2 440 692 b18 65.2 432 b1.e 618 588 425 48.1 Sip 64.2 410 41A 518 50.7 414 34.5 $16 468 408 208 816 4510 405 20.D 518 460 405 Z 18 N 7010 468 717 406 58.7 405 02.6 386 50.3 453 6410 390 44.1 465 49A 361 39.2 465 45.3 376 35.2 403 42.2 374 "A 485 3S3 367 251 485 38.3 364 22.0 465 78.2 365 g U$1• Jt � z 761n 6S.2 441 880 367 84.3 MI 67.7 310 48.6 441 60.6 372 46.8 441 46.4 368 38.2 441 41.6 360 326 441 36.1 350 27.2 44i 348 319 233 441- 33.1 349 20.4 441 317 346 •J � r Win 42.4 332 43.6 295 35.4 312 37.0 269 30.3 332 323 254 26.6 332 26.6 2W 23.0 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 152 332 10.6 262 13.3 332 1ST 260 96N 35.0 291 350 2W 281 201 383 1% 28.0 291 2610 252 21.11 291 23.5 240 19.4 221 21.3 244 17.6 201 101 241 14.6 201 17.1 218 125 3D1 M.6 232 z r Q N O /0651 24.6 230 251 208 206 230 21.7 205 11.6 330 163 201 1610 230 f62 198 K a 411h 22.0 216 23,1 107 I50 216 1@A IN 16.2 219 10.8 181 14.1 210 14.0 ISO UJ N` a4 M 12oN 17.9 187 162 170 14.0 161 16,3 107 X Y V N 4 O O 90 Q S- TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 0= AnphdrCa s61 Table(lbs) ANCHORCAP.,�,,.,, eLoslmte: 2./k Cmlaml. 3.6k Caro. Ikes'a CMV Feted amu PT WOod Matet (DP}X t }-ANCHOR CAP.,,, , 5+ir Elco 114"SS Oto S11O'Elco 1N'SS Eke 410 S1NI 012 steel 812 Sled MULLION CAP.,,,.,,,, AnchorCllpPattem6 Anokalypo. 3718 0.11ftwon 1r4'Ek.lit"on UDmaon 31t6'Ekoma on 114.01 URM000 ADpmC0lar ftown Apa60•Iw camps)esre.ps) samrrt05) USE THIS FORMULA TO OBTAIN THE ANCHOR E4p.0istenoe(mt r 2-1w r 2-11r 3-176• r 241r i• 2-1rr 2• 3-116• r 0Ar 0.54" 0.324• CAPACITY REQUIRED•CORRESPONDINGTOAN Embwmml Loy I V4' II-XV 1.114' i-YV r 1.1/4' 1.114• 1-114- 1314• 1414• i-1711• r 11+6' i-w zwo ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ansha60 77"5 MW O.C.1 ttondaMatMsetCSp{Flp.ik 390 Oa 390 roe 450406 1N M44 lbs 2709a 2W ba 354 IN 74019 374IN 864 roe !!o1l 341%.1 44219 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amt'm @ 1.15'MN.0.0./Stendad for o5sm)aV,p ip.2) 460 bs TOD ft WA WA Nm WA 350 bb WA NIA WA WA wA e621N 88519 //2a 1N CAPACITY{FROM THE TABLE)OF THE SELECTED 4 Anatws0 r Mtn.o.C.7f27246Angto aps I(Fla# 7800s 78D Poo Mbs logo l5+ teNi 54OWS 5W 6a WA 1WIbs 7491w NORA 102 roa 05219 68519 two lw MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AroNa 00.54-Min.0.0.fU42p,Into.100'ARM.IFip.4k WA WA WA WA 901 WA WA WA WA WA WA WA WA WA 95D7N CAPACITY WHICH MAY BE USED TO QUALIFY I Arclror/F431p(Pipe 6) 105IN 195918 225 ba 445IOe 62216s 135 63 UO lbs 1110re 370 It. 18119 332 m 4131be Hobs Ni ft 2809» ADDITIONAL ANCHOR OPTIONS FROM THE t Argtroro 1.15'MN.O.G7 F[2§1(Flp.6) 24D M, N. WA WA WA WA i9obs WA WA WA WA WA >ll bs M2tN 360 pa ANCHOR CAPACITY TABLE. PRODUCr REVISED m couiplyina with tho Flatld6 131111dhisDed01,�� 1a FIGURE I: FIGURE 2: 1.250• A"plmli"ate Wo q�t TABLE NOTES: Rx Im1i m L33t6 • • • 11L�l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By tifdd001 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tiI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ANDtOROPENING WIDTH$ISALLOWABLE. FIGURE3: \O ••....•., l� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.260' = NO, ,.•41GENSG •.,�i r ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS . . a . CUP MUST .•'i4/ BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` ''�� No•58706 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - - 100" b: FIGURE 4.' FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9O.WOOD SHALL ''•, +-tt` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE !� ,,110 G t1r ;' 4r. HE • 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MiNIMUM GRADE 33 AND 'i�,C+�'-•,- ,�Rtpt.:'1(-'N 045'THICK(t s GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A36.ALL 1,26'X 325'X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION 11110 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LYNN tv{ILLEE},P.E: FL P.E.#58705 TABLE 10A _ Mullion Capacity Table Vb9fle) a fed Opening tgtdth(TorwdieWspowng mftm)orOpaning Helgbt(63rhoili®rklyspan131ng mtillom) t3 60 in 60M TO in soh 901, lea in 1201n 140In ISO in 110 728x326 IPW-I 6th T,*.Tdayg. Rstienpula Tiwpirdwnp. R#d.wm Tn7Jrdong Pieforpota Tnp"In. Rldwnputwr Tnp/Idmg. 1110-41da TropR4ag. Rottaputa Tm96.rq. Rstlan9War TraWIdoia RecNngr4a Dotilliang. f� LoeAnp Lowing Loadug 1...&0 loioftp Lowing Lowing Lowing tnad g to OY x.624 Lowing toadh9 towdtlg tow@ng Lwadnp LoMOg ta4ug Lea4n9 Lowdap & AIM ut Abe % T11 ,I t a €� _ -€ T t t f- e s�a a a � � a a� a e� & ?� cW) v � 5. u t, ::« a« fa �a l « �« 2 -1« « � �« �a Ba a o a 11L 121, 110.0 62Q 174,0 435 1700. 7M 170.0 418 170.0 860 VILO 606 170,0 992 170A 519 170.0 1176 170.0 621 110.0 1240 170.0 521 170.0 1488 178.0 521 170.0 1735 I"0. 521 170.0 1963 trOA 621 J J91n 11O.p TDA I. 621 IIIA 050 1700. 681 710.0 992 170.0 630 7700. 1173 1700. 665 1700. 1275 170.0 677 170.0 141? 170.0 M 170.0 1700 170.0 660 1692 i979 170.0 6Bo 140.5 1979 170.0 580 60.625 M 110.0 147 170.0 563 Inc 896 i10.0 631 170.0 1615 110.0 564 170.11 1195 1110,0 771 1700 5345 1700 741 170.0 1494 170.0 768 170.0 1793 170.0 166 1626 1077 170.0 766 133.6 1817 1700. 756 511. 170.0 197 174.0 612 170.0 956 T70.0 691 1700. file 170.0 161 170.0 1276 170.0 8O3 110.0 1434 1700. 037 170.0 i594 .170.6 1 856 156.4 11591110.01 661 134.1 1769 270.4 1 861 711.3 1769 170.0 661 LU O fl 601. 170.0 805 174.0 701 170.0 1063 170,0 IDI 110.0 1140 170.0 070 170.0 140 110.0 944 161.1 1511 170.0 996 1450. 3511 170.0 1073 110.0 1611 1700. 1067 103.6 1511 1700. 1663 90.6 1571 170.0 1063 (V)} fJ) 631- 110.0 930 170.0 746 1709 Nth 110.0 850 110.0 1302 110.0 940 We 1310 170.4 1016 092 U70 3706 1076 1253 INS 164.0 1002 104A 1]10 155.9 1072 69.5 1770 155.3 1010 78,3 1710 1553 1070 w q Win 110.0 974 110,0 7M1 170,0 1169 110.0 603 755.4 1248 170.0 1002 136.2 /240 758.6 1013 421.1 1248 147.1 IOOD 198.0 1248 139.4 989 OILS 1148 130.4 916 77.0 1240 129.0 976 SeA INS 173.0 676 � � z j 72111 167.8 1049 170.0 870 139.9 1049 150.2 692 119.8 1049 1321 orb 104.9 7049 119.1 860 93.2 1049 1109.7 640 03.9 5049 102.7 038 69.9 1049 01.3 026 69.9 1089 91.2 020 52.4 1040 91.1 920 � �g a 75711 142.7 961 119.1 872 1169 941 126.0 ODS 101.9 941 111.2 791 89.2 941 100.0 177 79.3 Ili 91.T 766 71,4 941 854 I67 69.6 041 776 744 61.0 941 74.9 731 44.6 941 73.3 735 :)00 78 to 132.tl a% 737.6 187 1100. 897 N69 767 94.3 094 1021 763 02.6 694 91.9 740 NO 894 81.1 730 68.0 ON 79,3 721 66.0 694 70.1 701 47.1 594 67,0 102 113 894 66.7 690 Z Z 90711 05.1 6N 60.7 596 71.6 671 743 68; 610.I all 653 STS S]7 671 P.21 566 47.7 671 629 ase 43.0 671 486 851 359 671 43.1 639 30.7 611 39,1 631 269 671 31.9 S26 � � •� N 0 06711 70.1 690 726 627 69.0 690 610. 60 50.6 690 57A 509 44.3 690 <1- 602 39.3 00 43.0 494 354 ;90 39,6 488 29.6 696 34,7 471 26.3 1% 31.8 169 22,1 690 290. 464 � K 108111 49.7 166 50.0 421 4fA 166 12.8 414 35.5 768 31.1 400 31.1 1'66 32.9 402 27.0 466 287 796 27.0 466 27.1 341 24.T 466 275 392 17.8 466 27.2 316 16,5 !66 193 370 114111 458 171 46.7 400 38.2 441 39,] 393 32.7 M) 34.1 387 28.6 411 M.2 7B2 26.4 441 22'.2 ]ii 27.9 441 241 312 19.1 441 17.5 353 160. 441 49.7 755 14,3 411 17.8 351 C/3 c�7 o LU 120in 36.3 370 36,9 344 30.2 316 310 339 2S9 378 260. 334 22.7 378 23.7 329 20.1 37B 21.3 325 181 778 19.5 ]21 15.1 370 16.7 314 N 1 9 ii4 in 21.0 262 tt.2 242 173 262 179 239 15.0 262 75.3 236 N TABLE 10B 0 z m0 Q AnohorCapacity Table(Lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: t# sL It Se46121C 2.7a Comma 9,Ox CON. "W"Wit Flamm PTWo03 Mnal ANCHOR CAP.,•,,,,,, � 6°�7 �1 (OP,,,}X =ANCHOR CAP 2.7k itessExo mirEko mrsseco Wtastae 8126tta1 02 Sled MUUlINCAP.„.u,f MchorCOppNtems �` 116•ENaUefam ttCEkoU87ata0 0111mon 'J'IPFScolNttcm v4'EicoMason AggeeaIu UIrsttn A9gmgmfr Snevrp05)ScoasrM 9tm(aa) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdMINslarceft 2-or 8-2'18' i• 2.112' 1• 1 2-112' r ylA` r 0.49• 690 0.524• CAPACtTYREQUIREO'CORRESPONDINGTOAN EmO6Onm1 n ta/4' 1�C taro• ia74• r f-114• 7.114• 7.114* 1_va• I-114• i-1G, r 1.32'0• Lars Tames ACTUAL PRESSURE REQUIREMENT FOR THE 2m mr%04.75•M1n O,C.lalanjmdmOBel C6p gi) 096ma 59Dts 450 ms 000 Its, 1644 ms 270ms ISO to 354 Aro 740 Na 374 ms ON ft 9460" 341mf 44208 584104 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhae®1,15•Mat O.C.ISlaomry(or cmet)cup(Flg 490 ms 703 tte IIIA 10A WA 141A Man NFA w0. N1A NIA WA 6826" ammo Ngo lte CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amaon®3•Mm.O.C.t 275gipac 7(flg 3p reams 7wms seams 15W ms /emms 544ms 5W0e N!0. 764118 748 ms SOO" 189¢68 6112 of 855 to 112D a2' MULLION.IT WILL YIELDAMINlMUM ANCHOR 3Arc10i1Q0.61•MY".4.C.tUG9p,Bda.tOPAhmt 4 tUA WA NIA WA NIA NIA WA WA WA N1A WA WA HIA WA 9508" CAPACITY WHICH MAY BE USED TO QUALIFY IA,t I;•C8p(gg. 796 ms t954os 2ssms a4;17a 62188 135mI 140 pa 177 ms 370Ne tent" 332me ars 9a 170 u" 221 Re Rme ADDITIONAL ANCHOR OPTIONS FROM THE 2Amtms 4D 1.i5•Mm OGJF 240 tW 35088 WA Wq I NIA I NIA 100Ae N/A WA I4/A WA I WA I MIMS 442 ms 56098 ANCHOR CAPACITY TABLE PRODUCT RRv1SL•O us mniptyfng 4vith Aho FIO" FCode IGURE 1: FIGURE 2 Acceplailce NO 16'621$,63 • • • ABLE NOTES; t2W P.a imlfonlMle 4QpQi • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By , ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mian tMdtl Fm 1117 771171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE L 14 FtGURE3: �p\�.•..,...�ir'( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.26T •,�'' .•'•1�CBIiS<''• � • • 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. ' '%�' 6711.0fl70�i IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL -"O �• Qj" Be PRESSURE-TREATEO YELLOW SOUTHERN PINE WITHAN SG OF 0.55.ALUMINUM SHAIA BE y %�3 /TF- i• 6063-TSAND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK(18 `amu•'(),,'•,.) fiCORVp�',.•�(' • • • ANCHORS INTO ME ALSHALLEXTENDATLEAST3SCREWTHREADSBTURAL STEEL TO BE AT LEASTA25- ICK AND EYONDTHEMATERIAL. 1.25•X3.25•X.624'.ALL ()j\i;a(.,� #10&1112 ANCHORS INTO WOOD MAY BE STEEL,16.8 S,S.OR 410 S.S. MULLION A.LVWNIibfi WA.P.E. FL P.E.#58705 TABLE 11A ° Ms111on Capacity Table(Ib/Itt1) Open)npVNdth(forv°rt(rA"PamtngmtlBom)°rCp/nfiyHaiQht((°lh°fizorfatWoPsnnttgRd ran) WWWW 31 50N gain 794 /ON 904 100N 120h 1404 160in ttffi p 1,28373A4 R•isnoulr Tragilon. R.0tvAn Taplydng. RorlmpWa Tr4plfdmg, Rectugubr TnpR04rg. Racla.pWer TopRda.p. Racj"t4 r Tnpirdon0. Radtngul4r Trgiwrig. R4cWnghr Tt4ptfdwoI R4eimgda Trap+ftkop. 4 71.624 18144+0 toad4p Lown Loading t"O'S tasdin0 I-Mv Loading loo6g L." Loadlnp Lood40 L4adnp Loading Lesdlrp loading Ladiifp Load4p �Y Alum.Tube 5� € � 8 � �_ fi� € fr % �_ •n £ ThIsR.- reunu� x 'st $ � :� g c a R g 1 g ge U U U W V U U U W W 4n Ue U U U W U U U U Ue V U U W Ue 4 V U V all s a� �a as �a :cap �a � as ash �a � �a as rga a a �a 0 421. iTo.0 I Rd 110.0 435 90.0 741 1700 474 tio.0 066 170.0 $06 110.0 992 1791 619 170.0 1956 1700 621 f70.a Ilia 110.0 627 1700 1460 t10A 521 100.0 1135 170.9 621 170.0 1133 110.0 621 481. 110.0 708 170.0 $24 170.0854 170.0 664 170.0 292 90.0 630 170.0 1133 110.0 661 110.° 1x75 170.° 577 170.0 1417 1100 690 5700 1100 170.0 600 110.0 1903 179.0 680 1100 2267 110.0 680 x 60,025 L' 170.0 717 170.0 667 IlOA 896 170.0 631 170,0 1046 170.0 684 170.0 1195 1700 713 90.0 1346 170A 741 170.0 1494 90.0 156 17ae if" 1708 756 170.0 2992 170.0756 t10.0 2391 170.0 756 (J 541. 170.0 797 178.0 611 170.0 066 174.6 691 I70M 1116 170° 754 9033 4276 770.9 543 170.0 931 179.0 837 174.0 1641 9033 856 170.0 1813 170.0 861 110.0 2131 170.0 881 1602 2403 179.0 961 m p 601. 170.0 865 1700 107 170.01063 110.0 791 170.0 1240 170.0 818 170.0 1417 170.0 94 110.0 1594 170.0 995 170.0 1771 170,0 1033 170.0 2126 170.0 1063 1463 2963 110.0 1063. 129.0 2163 110.0 7063 04 631. 170.0 930 1TDA 745 170.0 1116 170.0 160 ROM 1302 1700 940 170A 986 118.0 1015 170.4 1613 170.0 1076 174,0 1859 110A 1122 1559 2060 170.0 1165 f7{.6 2060 7700 1173 117.7 2060 170.0 197 v 66 in 110.0 974 1700 769 170.0 1169 110.9 !1" 170.0 13M 110.01002 170.0 1550 170.0 1056 170,0 1767 170.0 1155 170.0 1943 110A 1210 143.0 7966 1700 UT6 1221 1966 170.0 1206 101.2 1966 170.0 UM z (n m 721. 170.0 1063 1700 178 170.0 12I6 170.0 1009 110.0 14N 170.0 1126 110.0 1100 770.0 1229 154.1 1734 170.0 1315 138,7 1734 16911 1306 116,6 1738 1659 1364 93,1 934 INA 1362 96.T 1737 1642 1352 � J 8 p�� 0 75 In 170.0 it22 !TOA 937 170.0 1346 770.0 1030 1685 159 170.4 1369 9T.4 16% 1652 12a6 131.11558 1515 1268 1174 1556 91.3 1261 98.3 1556 '120.3 1229 61.2 1555 1223 1219 73.7 1556 121.2 1216 J � � 6Z 767. 170.0 1151 170.0 987 170.0 1381 1700 1116 155.9 901 169.3 946 136.0 1417 162.0 1224 121.21471 130.1 1206 109,1 1471 129.5 1191 90.9 1471 116,9 1169 11.9 977 1f0A 1158 58.2 HIT 103.3 5156 Q tt .�".. tgln 112.0 1110 9633 896 1104 1110 133.9 960 101.5 1170 10L9 161 88.8 1710 86.1 976 78.9 7710 elb 971 71.0 1110 403 210 69.2 ilia 71,3 091 50.7 1110 OR 870 4133 1110 62.7 570 W N 961. 111.0 975 120.7 672 97,6 are 101.5 056 63.6 975 88.3 842 172 976 18.6 829 55.0 976 712 $17 69.5 975 GSA 007 48.0 976 BTA 781 41.8 975 623 716 36.6 976 493 767 X Z RO 1011. 822 771 64.0 590 Gas 771 70.7 605 68.7 711 61.7 476 61.1 711 61.3 661 45.7 711 49.0 655 4t.1 771 449 69 34.3 711 352 W2 29.4 771 35.0 621 25.7 It 32.5 612 � eh 1911. 76.7 730 77.3 661 63.1 730 g5.0 650 61.1 139 66.3 640 473 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31,5 730 35.0 600 IIA 730 3133 669 23.7 770 29.6 681 W M 1241. 6339 524 6133 669 44.1 724 612 569 62.5 624 44.7 652 37.6 6733 39.2 64 37.3 624 35.7 637 10.0 624 322 631 25,0 624 27.7 519 21.4 621 21.6 609 19.7 624 22.6 691 L� .K (x17 r` to 144in 34.7 177 35.1 400 26,9 433 2933 395 24.8 433 25.4 390 2T.T 437 27.4 155 193 433 20.0 381 11.3 433 102 376 Q ci ' d Zm0 9U TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: Aneit°iCapacltyLbie(tba) ANGHORCAP.„ ,,,a �a�7 9u0etmte 2.7kCDM(de a6kC0oe. "W"cmU F8180CMU piwooa Mele1 (DP,}X{ }=ANCHOR GAP.a,. 6616•Cato L4•as Fac.&16'EMO Nr ss Fico tl10 sled e12 SIeN aft Stte1 MULLION AnehorCUp Poltema Arotla ryas; 3n6•elc°Utrxm yr EMouSmton UMwonKIIIA otAlmon 17recovat54af ApprR9da 111MCn AOa�e 8T (G6)Scm1i657 Srr4.r(" USE THIS FORMULA TO OBTAIN THEANGHOR 1: [t14ne{In f^ z-trr t• 2-vz afm' 2•vz 1^ x.076 z 34Ar r oAr 0.br 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN FmOedrtmt n 1•sr4• 1-Yr taro' 141V z t•vr 1414- MR- 1.514• 1-ifr z 1.384 I-Sir vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anciwl�4.rs6Pno.C.lslandar9aoasefcvpD3g11 39o�s asawe w`©1os Imft IM-MRS 200" 3UbS 74DIDS 37400 me VIS RS 341 aa 44294 6so9e OPENING,WHEN IT ISLOWERTtIAFiTHEMULUON 4 Amhot0 IAV M.o 0.r-13131MM(u 00W)OF(7ig 23 4906. Mltowwo WA NIA390is WA WA NIA WA WA 682®1 885Re1120W6 GAPAC)TY(FROM THE TABLE}OF THE SELECTED 4A.croa@3'M4.=J(2)2t5Ar4e /aTp3) 76011. 15Gr31a9 t9astos boo Re NIA 760lb5 748 DS BOO ws %921m 6Bxma 8NM I=toe MULLION.ITWILL YIELD A MINIMUM ANCHOR VVp.Into.100•Ak7m ft 4) NIA WA NIA WA NIA- WA WA WA WA NU WA 1267159 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMWIF4:5p(Fl05) 195 IDS 446f0a e2x 1w 140fm 171 As 37011a tel ms 73z 1a5 473 ros 90811 x21 die asp me ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMron f.16'MtM1 O.CJ RC 0 210 WS WA NIA NIA 19P� NtA WA NIA WA WA 341107 442 e0 66085 ANCHOR CAPACITY TABLE. PRODUCT REVISED div complying with 1118 Floft .250•- Ouilding Gds W.©ZI$.47 FIGURE L' FIGURE 2: TABLE NOTES: 13 pim on Do a ?.a-Z) • • • +. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION! BY M( Produe( ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 11111 7711 44...44•. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE. .�� ,{{1YNIV. FIGURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.84' ;i�;•'1}CEtdSS'• •, ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST 7 HE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. PIP.-5`8705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '�i i" U' FlGURE4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C9Q WOOD SHALL `�•" ( o �� 133.0 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE "Ft 75TAf E O• .•t r!+ • 6063•TSAN0BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �Bf+ yi•{�n•'•.f'LGRIOf'•'(ICK(iB GAUGE). 'j ANCHORS INTO METAL SHALL EXTEND D AT LEAST SCREW THREADS BEYOND THE MATERIAL L STEEL TO BE AT LEAST.126-THICK AND A36.ALL ^'�� S<<}MI�`� 810&H12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. 1.2W X 3.04'X.024• AIf MILl`ER,P.E. MULLION FL P.E.#58705 TABLE12A �n Mulilonca aD TDbio ib ty Opening YYtdth(for ver80arpopa1➢irq mulllom)or Opening Holgbt(tar horizonle"pardng mUllom) 601. 601n TO In soh 90 in too In 1120 in 140h 1601n �34� ReCINWIM TreplTdmp. Retteilatler ReptTdalg, Rodwwjw I Trapmwv. R451anrAw Trep Tsang. Realawer TIONT45n9 RenmpA4r T400%p. Rmto g0m Tr4pmfap. Rodan9ear 1'teprmen. Roctanqufm 'Rep70fen9. dS 2%4X.26 laMrtp loodlp Cmdnq Ceednp laadng Leadrp Laadtlq Laedog Uoadnp U.'ing t.oadn0 Loadw toads➢ toad.9 toadh➢ toadnq Coating toadell o 4 Alum.Tube g & &. Mullion 42h 170.01 020 170.0 435 170.01 744 170,01 476 170.01 888 1170.0 608 170.0 262 170.0 510 170.0 1116 170.0 621 .170.01 1240 1170.0 521 170.01 1486 170,0 321 170.01 1735 170.0 621 170.0 1083 170.0 of {- 461n 1780 700 170.0 624 i7O.Oj JIM 170.0 bst 170,0 692 170.0 830 170.0 1133 170.0 881 1709 1216 170.0 077 170.01 1417 1 1700 880 170,01 000 1 170.0 880 170.0 1063 170.0 6UD 170.0 21&7 1710 BSO l)1 W.62Sin 1760 147 I= 663 170.0 898 110.0 831 170.0 too 1710 884 170.0 1185 1700 773 170.0 1345170.0 747 170.0 1494 170.0 7511 170.0 1703 170A 756 170.0 2092 170.0 760 170.0 2391 170.0 766 a,.X CO) soh 1700 727 170.0 612 1TO.0 9}8 170.0 891 170.0 1116 170.0 764 170.0 1216 1710 60 170.0 1434 170.0 037 170.0 1694 170.0 866 110.0 1913 170A 881 170,0 2231 110.0 661 470.0 2550 170.0 801 win 170,0 b65 170.0 Tot 170.0 1003 170.0 797 1710 1240 1700 876 170,0 1417 170,0 9N 170,0 1504 170.0 00 t70.0 1771 170.0 1433 170.0 2126 170.0 1083 t70.0 2470 tTOA 1063 189.6 28W 1710 1067 to 03 in 17CO 930 i7OA 745 170.0 11fS 1710 s'A 1700 1302 170.0 040 170,0 1488 170.0 1015 170A 1073 170.0 1078 110.0 1859 170.0 1122 11'0.0 2231 00.0 1169 188.7 2553 170.0 1171 145.0 2553 170,0 1171 -J J Win 1710 974 1710 700 170.0 1169 170.0 903 170.0 1364 170.0 1002 170,0 150 170.0 1088 170.0 1153 170.0 1165 170.0 1945 1TO.0 121[0 170.0 2330 170.0 1276 15f.9 2437 170.0 1288 132.9 2437 170.0 1200 721n 170.0 1003 170.0 076 170.0 1276 MA JUDO 1710 1468 17aO 1128 170.0 1780 170.0 1228 170.0 1913 010 1316 170.0 2125 1700 1387 145.6 21M 1710 1466 124.92184 170.0 tM9 109.2 2164 170.0 1530 Z �� • ' 78 in 110.0 1122 170.0 937 170.0 1346 170.0 1000 170.0 1610 1700 1209 170.0 1704 170.0 1322 166.1 19W 170,0 U21 1{9.0, IWO 170.0 11105 123.0 IWO 181.6 1646 105.1 IWO 1114.0 1535 929 1860 152.7 1531 Z TO In t70.0 1101 170.0 967 170.0 1361 110,0 1118 170.0 1811 170.0 1250 170.tl 1842 170.0 7389 f52.7 1861 110.0 1474 137,1 1681 763,1 15M 114.5 11681 147.3 1473 96.2 iWt 139,8 t459 050 1861 137.0 1454 Bei, (1) Win 000 1328 170,0 044 U9.3 1318 IWO 1219 127.8 t398 130.0 live 111.6 1396 121.3 1119 99.4 1396 00,2 11112 893 1196 101.8 1147 74,8 1396 89.0 1122 53.9 1396 62.7 1106 WO 1398 78.9 1006 h J � Q Q! p so In 147.4 1229 161.5 1098 127.9 1272 127.6 1079 105.3 1210 111.2 1081 117. 1229 80.9 1W4 81.0 1220 80.8 1020 13.7 1220 820 1010 61,4 1220 72.2 003 62,7 1229 65.8 077 46.1 1220 62.1 067 � `O 10861 103.6 671 103.6 677 08.3 971 60.0 882 14.0 B7i 772 949 64.7 971 880 837 '57.5 971 Bt.d 026 S1.8 071 68,5 bill 43,1 971 49.0 706 37.0 971 N.0 782 32.4 971 10.8 TTi 9 N B.p 111 M 98.4 919 97,3 832 716 910 81.9 819 06,1 4119 70.9 We 69. 919 829 794 53.0 910 58.7 764 47.7 819 51.0 774 J9.X 819 44.0 766 34.1 DIB 40.2 742 29.11 819 JJ.1 732 -4433 X f20h 763 768 766 718 820 786 04.5 TOS 63.9 7611 65.8 695 47.2 768 40.4 886 41,9 768 44.4 077 3T.7 788 411.6 888 31.5 706 U.9 853 27.0 788 31.0 041 23.6 768 20A 631 q � N 144111 43.7 548 442 604 314 848 37.0 408 31.2 6{6 31.6 491 27.3 648 20.2 465 24,3 646 263 478 2f.6 0/8 729 4N 162 548 193 484 111.0 d48 17.2 466 13.7 1148 16.6 M6 C.1 N d O BLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: A99AnahorCa 601 Ts616 Ibe ANCHOR CAP.,,„,,,,,•l �101 ®� SDieUata 2.7kOmMe 36kcm, N506104U FmeocMu Fr OW Meat (DP,=)X MULL(OPtCAP., :_.)°ANCHORCAP._ �9It BIB EltO 1/4'63 Eke 8161 Eko 1fr SS Etto N10slee e123teek M2 Steel AntNWTypn 3nB'EteoU➢m:r41 9a•Ekouereton 31t618eoUkmtm v4"EkoVOrOcon (G5)3ttes(03) S4reo(G5) USE THISFORMIJLATOOBTAINTHE'ANCHOR AnehorCnppattems utlracan cGeor unmtm AOpreG7lor SrAnr Edea Dstame on t• 2-vT i• 2-vT 3-lar 1• 2-v2' 1• 2-VT 21 3410' x 0.46• 10Y 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN Embeane t n IW4• 1.3x4• fait• tare• r 1-v4• /-v4- 1.114• 1.04• 1-N4• MIC v las• tare' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AntMrs 04.75'Min O,C.I Slerrlanf WOW COP(FIJI 1&731 3W In 300 ibb 450 b5 NO RIS 164465 270ke 280 to 354 bS 740lb5 374109 6111Ite 046 Mi 341 les 44216 550 ka OPENING,WHEN IT 13 LOWER THAN THE MULLION 4M b=02-SV Min O.C.7St�$0rUWIOCIIP(F1933 74065 7400» dao66 f4W lba 1424M WA 5006 WA 105101 NIA 884104 WA 692pa WS be t1210ffs CAPACITY(FROM THE TABLE)OF THE SELECTED 6AR.1r4®1.7YMh Q.C.f8lafaam v003e1)Cg1(fi0.4) W5 b5 50 758 b5 1049 Me WA 141A 70524 NAA 790IOs WA WA WA 1G21ts 1327 Its 16W ss MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arettx5 TMin.0,4! 2t5ArVOCtp5/019 u7' 76064 7 680 D5 1560 tts IBM bs CUO11bo 5Wts WA 760 its 749 b$ 68464 t892the 68205 895169 112065 CAPACITY WHICH MAY BE USED TO QUALIFY 8Ambo1s 3"Min.aC,I M 215 Angle CPO I 9.6Y 111011a 1170i1s t02Db5 2340190 264465 6 040 Its WA 114025 it21bS iSMbs 263564 10221ts 132194 tS80b6 ADDITIONAL ANCHOR OPTIONSFROM THE 3Arcronfli.34•Min.O.QI UC5p,610.125'MR(Fig 7) NIA t0A NIA WA I NIA NIA WA NIA WA NrA WA WA NIA WA 073 ANCHOR CAPACITY TABLE 6AMMO 00,W Min. Cllo.l2F Alum.tFq eY NIA WA NIA t0A H2A WA WA NM WA NFA WA WA NIA WA 21 ms PRODUCTREVISBD 2 AMMis 0 7.sr MIA O.C/FCep(n9 go. 370 b5 370Ib4 915 65 745154 712 Me NIA 20016 NIA 3401te WA 440 W0 WA 31169 442911 560 Rs of aompt7inb 10161 thO FTtsidat 3ArcM[5@1.7t'Mh O.CtP{J ( .110) 44365 52584 37865 CIS Stn NIA 1190 364 is 11110 30@60 1110 WA WA 61165 66.100 040 bs Building Code NOTE:FOR THE OFFSET CLIP,USE THE SAME AN PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A0ce tij 0 Nv�fa^t9 12"' CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expimlt n Dato 9A 4rl I FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: B • • • • • • • TABLE NOTES: 2.000" Mie$Onde Product Coo 11111 111 11)71 • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR nf1,t�(����i� • • • • • GENERAL INSTALLATION METHODS. `��:••4tC£I1Sr'•.,'P FIGURE 5: FIGURE B: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. .1.: ••y.( : • • • 250• 4.000" _'i;j No.50705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 25-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ct - • • LOCATIONS. AYE OF FIGURE 7: FIGURE& FIGUREQ.* FIGURE 10: ANGLE CLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT % /•� -, OR.Op.,.•.(j • •" • s (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. � s ......*'r';•ti�� •� tj MUST BE N PAIRS.ED ALUMINUM GAUGE).STRUC ULL BE 6063-TS AND BEA RAL STEEL TOB AT LENAIS UM20F.125*THICKTHCK AND A36.IEEL STUDS TO BEA ALL ANCHORS NTO MINIMUM ETALSHALLLEEXTEND AT LEAST 3 SCREW E 33 AND.045'THICK(18 2"X4•X.25'MULLION A.LY(;)(vf/.�L_R,• • • THREADS BEYOND THE MATERIAL.610 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYi�N .#58 0 P.E. FL P.E.#58705 TABLE 134 SSRI Mullion Capsony Table,filiniffillw R Opening Width Qor vadica*8partnirg mAllons)orOp•ning H•ipht(for horiznriaDpsp@nNrg mdrions) oL 501n 60 In TO in 6010 OOtn 10010 120fn 14010t80N S! Rectenguta 7repTdar4). Poctesrp�der 7roptAanO. RxtenOutat Traptxen0, tteeWgl/0r TmpBl.n9. R4dm+9nler 7Iap7Amg. ReeWnOdar Imp TAonp Aeelnn8ula Trdf/ntmp. Psam,piAsr TrapTAnr�g. Reclenpular hepTfeaO. 9 o 2x6x.26 L-Aft Uxdnp L..60 Loading L.".0 tmdr18 LO&V Loaft Loedndh o taean0 tmp Lmdng Lm(ft t8edng Lmdnp LOW" tmdh9 Lo9dng 114: Alum,Tube, a X r § a a f I Y >i Mullion ' g � to in u I 421n 110.0 a20 170,0 435 170,0 744 170.0 478 170.0 886 170.0 600 170.0 902 170,1) 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 Q 4S In 170.0 700 1750 624 t7o.0 650 170.0 584 110.0 002 170.0 030 170,0 1133 t70.0 601 170.0 1275 110.0 077 170.0 14%7 170.0 860 170.0 7700 ;70.0 080 170.0 1863 170.0 880 578.0 2287 1700 666 J W SILMI. 170.0 747 170.0 683 170.0 586 170.0 631 170.0 1048 USA 684 MID 11106 170.0 723 170.0 1345 170.0 147 170.0 1494 170.0 756 170.0 1793 170,0 750 I70A 2082 170,0 75@ 170.0 2381 770.0 758 p"m N 5410 170.0 707 170.0 912 170.0 �a 170.0 OBI 170.0 1116 170.0 764 170.0 1279 770.0 SD3 VDA .1434 170.0 637 170.0 1594 170.0 650 170,0 1813 170.0 837 170.0 2231 170.0 601 170.0 2530 170.0 681 LLI O S O m E- BO N 170.0 600 1700 701 170,0 1003 170.0 787 170.0 1240 178.0 578 770,0 1417 170,6 814 170.0 1584 170.0 888 178.0 1171 170.0 7033 170.0 2125 170.0 1003 iTtl.O 2478 170.0 1063 1700 2033 170,0 7063 43 in 170.0 936 110.0 745 110.0 1116 170,0 050 170.0 1302 170(1 040 170.0 1468 /70A SOfs 170.0 1673 170.0 1076 170A 1958 1704 t122 170A 2231 170.0 1188 170.0 2603 170.0 1171 170.0 2075 170.0 1171 .� J a8N 170.0 874 170.0 765 170.0 118(1 170.0 903 170.0 1361 170.p 1002 170,0 1656 170.0 1068 170.0 1753 IT0.0 1155 770.0 1818 170.0 121tl 170.0 2336 770.0 1275 170.0 2127 179.0 1200 170.0 3117 170.0 1266 Z m 7210 170,0 1063 170.0 618 170.0 1275 110.0 1008 170.0 1485 170.0 9126 170,0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2125 170.0 1351 170.0 25% 170.0 7466 170.0 2875 170.0 1528 170.0 USS 170.0 1530 2 (,} 8: 7610 170.0 1122 770.0 937 f7Q0 1348 170.0 1080 5709 1570 770.0 1249 570,0 1784 170.0 1322 1704 2070 170.0 U21 770.0 7243 170.0 1505 }70.0 2892 170.0 7820 170.0 3U0 170,9 1894 170.0 3588 170.0 1705 J 0. Z 781n 170A 1151 170.0 087 110.0 13al 170.0 1118 170.0 1811 170,0 1250 170.0 1842 170.0 5369 170.0 2072 110.0 1474 170.0 2302 170.0 1584 110.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1796 "Q `' •1' J SO to 170.0 1320 110.0 1144 170.0 1594 170.0 1326 170.0 ISIS 170.0 7458 USA 2126 170,0 1853 170.0 2301 170.0 1793 170.0 2658 170.0 7818 170.0 3160 170.0 2125 1004 3413 170.0 2273 130.5 3453 1700 2301 Q �V �991. USA 417 I70A 1232 170.0 1100 OILS 1434 170.0 1933 170.0 1672 170.0 2207 170.0 1704 170.0 2550 170.0 1852 170.0 2833 170.0 2055 160.0 3189 170.0 2338 137.1168120.0 31@9160.1 2428 < O 80 108 N 170,0 1584 170.0 1408 170.0 1013 170.0 1617 170.0 7231 170,0 1879 170,6 2550 17p,0 2078 104.0 2761 470.0 2271 148.3 2781 187.0 234 123.8 2781 140.4 2261 106.9 2781 128.0 2210 OL7 2781 1100 2100 N 17110 170.0 1836 170,0 7107 770.0 4908 170.0 IM 170.0 2203 170.0 t232 170.0 2621 170.0 2t49 137.0 2632 162.3 7245 736.0 7932 146.{ 2216 113.0 2632 126.4 2160 97.8 2012 175.7 2728 85,4 2832 7003 2098 LLU U x Y Y 12010 11700 1771 170.0 1665 (TOA 2125 170.0 1859 154.0 7252 159.8 1881 135.1 2252 741.4 1804 120.1 2262 127.2 1870 108.1 2252 178.1 1816 00.1 2752 98.tl 1872 77.2 7252 608 1036 67.8 7152 87.4 1806 (0 y, F x Q ? 144 In 125.1 1584 120.61 1445 1104.3 1 1664 1108.1 1425 1 00./11581 915 1407 76.2 1604 60.7 1390 aQ$ 1581 72.3 1373 82.8 1664 SS.T 1356 52.1 1584 38,0 1330 44.7 1584 48.2 1305 38.1 /'564 44.4 5283 .,t N Q TABLE13B ANCHOR CAPACITY ADJUSTMENT FORMULA: }Anchor Ca acl Table be ANCHORCAP.,,•„_. it101a� 9ebstmio: 231,Cammt. 3.56 Conn. Hoeew CMU FUI64CMU PT Wood Mels! (DP_)X{ >=ANCHOR CAP.," 9le•Eko 114.65 Eko 5110-Eleo 1/4'89 Eka Y10SIWI 0128teel 01281eet MULLION CAP.r,,,,,,, Anchor Clip Patients Anum�� Y10 EkoUfOacon Iq EkotlOacm tmmem Sts EkoUimoon u4`EkoUUeaos Appmeetm 09mbm A991e0dw 8cmw(G5)Ocmw(GS) Sc (GS) USE THIS FORMULA TOOBTAIN THE'ANCHOR Edge Usmn.e(n): r 2-Irr 1• N2.lfr 3.119• r 2-Ire PMIT r 3418' 2" 0.40• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN EmbmSnWdtn7 1-314• 1.3/4• tali• r 1414• i•u4' t•1T4• 144 1-114' 1414• r tats Sara• wAes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclrom 4.75'Mn.O.C.1S%nderd m t7Met C89(R8.1390 W5 3901. 450110 1814 011 2707/4 2601/4 354 Wa 74018 3141/4 664 lee 9461• 341 SO 4421bs 560 iM OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amh m�4. b. . tSUndmd(m0t§.i)C#p(Ff0.3): 7801he 7804.7 OW 66 3232IM 540Ins 5607/4 700 Ws 14WM 748 th• 1212 00 190216 6821M 685M 11201/4 CAPACITY(FROM THE TABLE)OF THE SELECTED eAwh m01.71•MN.O.G 1 SwrAmd(m Ortel)Up(Fre.47 NSOiM 14001M 1010IM WA WA 94010. WA 1065160 Wa WA WA 1303911 1770 im 224010. MULLION.IT WILL YIELD A MINIMUM ANCHOR AAie 0r MS.O.C.11(2)2x8An*Cipa 7 F}0,67 760 W 760 be 98o W. le"Ibs 5401/4 560 roe WA 7601. 7491be 8001/4 I8MIb. 6821he 66510. 112000 CAPACITY WHICH MAY BE USED TO QUALIFY e Anchme Q T Min.oA.1(2)2x5 Arde Ceps 7(F4.8): IWOlb. 15801/4 OW01 37921s 1060143 1120Ib. WA 1520183 1496 tM I760ibt 37841/4 13631. 17760. 22/a M ADDITIONAL ANCHOR OPTIONS FROM THE 12 AWM0I6 Km O.C,7 )2s5Agle CTpst 7): 19SOfbe 211001/4 1440 Ws WA WA 132D 1. WA IWOIbs WA WA WA 201583 20541. 31Wlbs ANCHOR CAPACITY TABLE. PItODUCt'RGVISHD4.01.:06.48t.31'MIn.O.RtU421p,670.125"Akm,(Fla.97 WA WA WA WA WA WA WA WA WA WA WA WA WA 143000 menmpl TREVIS FlixW B Andrn®0.64•Mln.0.4f U-00,h1o.125'Akm.(Flo.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 Ira 1,-2.000'--1 Beildhlg Cnda w fill 2A.W$Q4.WM41.ORtF-COp(Ff9.t0y 3901. 3801. 4301- 6901M WA 27016 2801/4 35400 1401. 374iM 6381/4 9481/4 3411/4 442830 woo. Acceptance N'10-021S.03 4AM0me®1•Tf'MSn.O.ClF4q 0.11): 59D rA 700830 5051. INS Ibs WA WA I 4101/4 WA I 533Ws I WA I WA I WA 1 882 b, I 6851.. I 112010. •2�• Paplj.nti .pale qD%l NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Mlazn hodlut' FIGURE is FIGURE 2; FIGURE 3: FIGURE 4: FIGURES: FIG.RED:FIGURE 110: FtGIutE N: 1 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON t( • • • • • • • • • • • ) t1I 11t1t LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\ `r L w • •a s �� 1tl@.:,.......!111(! fi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,,:, tG14NSe ;�•P ''r„ • • • •• • 0.000` � 2�: 4 '...r4;, • • • • • a• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS -r;! hl0 51)705 •. a 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE 711` • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 117. (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED QF • • • • • • • • S-7) YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE6063•TSAND BEA MINIMUM OF.125' ''� '-.!'tp1;10,`''--••(y MUST BE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045•THICK 1S GAUGE.STRUCTURAL:STEEL TO �5 • • • • • • • • USED RI ( ) rT /()t J f,1.t}t. PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X 6'X.25' A.LYNN'fu(ILL�R,P.E. THREADS BEYOND THE MATERIAL.#110 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A e N Mullion Cepachy Table b51R4 Opening Wtath(tart9r6cafty spalatng mt fibns)9r Opening Haight(tor hodzomalty-ap9rrtng mutons) �4 solo soin 701n 90 in I so in 100in 1201. 1401n 160h uu5gggtlI Rectatgelal heptTdag, Reoteng44or TmpTftV Reotaagrdar 7rLaMang, Reetogdar TraprrftM RWMWW TIWTdag. Reeto gWr TiapRdwo, Rocianguin Treinrpitrg. Reotanguia TmptTdang. R4CIo7gaLc 4a1PTdag. 14 1.26"x211" LoadOg Loading Loading Loading loading Lgadno Loading LOadag Loading Loadne Loading Loading loading Loading Loading Loading Loading Lo d tg pY xTubeMulln g � a, kk�ss u o _ q421. 144.2 578 187.0 420 1202 528 149.8 418 103.0 526 1359 414 m.1 520 134.8 411 801 520 134.1 411 721 676 1311 411 60.1 628 134.1 411 51.5 528 134.1 411 451 528 134.1 411ru 481. 98.6 403 1050 333 e05 403 84.7 325 840 403 88.4 320 80.4 403 Bt•4 317 53.7 403 79.1 315 453 403 758 314 40.3 403 70,0 314 34.6 403 758 314 30.2 403 78.8 314 = _ 60.6261. 623 362 91.0 301 648 36l 79.3 294 -68.8 362 719 269 Ste 352 67.2 280 46T 382 04.8 254 4t2 302 626 283 34.3 382 63.5 203 244 392 03.5 283 25.7 362 815 283 {, 54 in 67.8 319 M.1 207 60.6 310 84.2 261 456 318 67,7 250 424 310 636 253 37,7 318 60.8 250 838 318 456 240 243 318 48.1 240 24.2 316 48.1 248 21.2 310 49.1 248 w min 48.6 268 MA 218 4t2 250 45,7 214 35.3 250 407 210 30.0 258 372 207 27.5 258 34.9 204 24.7 258 33.4 203 20.0 258 322 201 17,7 259 322 201 156 258 322 201 pto U} rt? rr 031. 42.7 214 48.8 200 33.8 231 39.1 195 306 214 347 192 20.7 234 3f.0 149 237 234 244 180 21.4 234 250 184 17.5 234 28.0 103 153 234 296 1B3 17.4 234 X5 183 •�^ LLI _ Be In BEII13 31.0 213 33,7 170 206 213 29.0 178 232 213 9,0 173 ZOe 213 28.1 110 Me 213 237 169 1S6 713 22.x 1B7 13,3 213 220 169 11.0 213 220 188ZN239 179 25.9 162 2DA 179 22.5 N8 179 170 203 147 164 179 18.7 145 .J763 101 21.8 137 17.4 181 18.0 1J6 1S2 1B1 770 133 . Z78 in 156 152 t 19.8 131 151 162 17.8 128 1 ,rt r r ' a ABLE 14 Anchor Cop oft Table b5 ANCHOR CAPACITY ADJUSTMENT FORMULA: < N o � 6 QANCHOR CAP.,".,,,, SLasir4ta 2.7a txncrele 1sk C44c. tbdar CMU F9efdcwj PTwtod Mett4 (B Mo}X{ -ANCHORCAP.„, ct} �g MULLION CAP.,,,,,,,,,,, m a $ 5H6•Eko tIrSSEkO 5116'"Eko ild•69Ek0 8105iad 8126teel 012 steel U) Anchor 7ypC &t6'EkoNtracm tlr Eit0 UR20m 9716•EkoUOracon t!d"EkO UIlr4cm 4+) AnehorCiip pbttema u4raem ApgeCeta tnnacm Agpen+am Scrre(Gb)scrar(e5) sctene(45} USE THIS FORMULA TO OBTAIN THE'ANCHOR � X Eipoasiarcepnk r atrr 1• a12' 3.18' r atg• r z-vr r 3-ve' r 446• o.s4• o.mlr CAPAC ITYREQUIRED'CORRESPONDING TOAN LSD EtAUedinlnt 13x4• 13M 13+r 13rr r 1-ur t-ur 14rr 1-v4• 1-ur 1-vr r 1•s5• taa' rates ACTUAL PRESSURE REQUIREMENT FOR THE N Q 4NCInm 3-m0.c.I;4 a5a ops/ 1 7801t6 753 Vs 680105 19E0bs 1B969B 640 nn 660 nn wA 7mwa 7481M aeons tmzke 682 3 ea5m td3olea OPENING,WHEN IT IS LOWER THAN THE MULLION .{ r- O O CAPACITY(FROM THE TABLE)OF THE SELECTED 0. N MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.266• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �"' "� PRODUCT RSYISED 0.1 complying Wltb am FlelitiL 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Build'01g Colo IG-02II& FIGURE 1: 3)MULLION AND MULLION GLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DlMENSSONS,SEE SHEETS 2i-23. ExpindIan Date �121 0 +] HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dada thrxluel' ANGLE CLIP MUST BE USED IN PAIRS. 125• 111 I I I t t 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED T ��` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6003•TSAND BEAMINIMUM OF.125" 1 �"'����;''y1GENS{•''•;'Y �� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11•X.125'MULLION ;' ••.':C' LEAST.125*THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =i:: No,56706 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A LYtI141t411LL�Y�,P.E. FL P.E.#68705 TABLE 180 Mulllon Capoketty Table Ib5At2 OpenIng Width Our lafttcally sparring muliom)orOpaning Height(fortrntz4nle9y-sp9ning m%flons) FC so in ¢o 9r 701n win 901n SM In 120 in 140 In 16111. ' o Recunw,at 1tawflal9. Reetanowal TrWIll"9. 14IMIN pilar nWMSM. R4Nerp146r TwIft o0. Reeiarpofer Ttaplm,n9. Raeleatp40r 7tiprTd"ll. Reatm pft Vap0fanq. Reolwor lb"ang. Resta vAw Traptia,a9, y 3.26"30 Loaft Laod.p L.409 L-m9 W409 Loada9 Loadro La,dng Loading Lo,dnp Loadn9 Loft Lo" Loodn9 L"dnp Lo,dn9 LOedn9 Loaft S,[ DEO.AL21 6LL 11 1 E CV I I ,if I 1 111 11 1 11 vu 1111 11 1 if 1 o 42 In 178.0 620 174.0 435 170.0 744 17b.0 478 170.0 06a 170.0 608 170.0 89x 170.0 618 170.0 1118 178.0 421 170.4 5240 174X0 521 170.0 1466 170.0 621 170.0 1735 170.0 621 14&f 1740 170.0 821 J w 461n 170.0 703 174.0 VA 170A 1140 170.0 584 170.0 882 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 660 1622 1522 170.0 680 130.5 1622 170.0 840 114.2 1522 110.0 680 � � 50.e261n 170.0 747 170.0 883 170.0 ON 110.0 831 170.0 1010 170,0 e84 170.0 1185 170.0 721 110.0 1316 170.0 747 1612 N13 170.0 768 N6.8 N4J 170.,0 766 117.3 N43 170.0 758 102.8 T443 178.0 7l0S 111 O+ 0 6191 170.0 797 170.0 612 570.0 958 170.0 691 170.0 1118 170.0 761 1740 1276 174X0 803 164.0 1353 170.0 837 144.3 1353 170.0 658 120.3 1363 170.0 061 103.1 1353 170.0 861 90.2 1353 170.0 681 j ~ 60N 170.0 66! 170.0 701 170.0 1083 170,0 707 1BL0 1210 170.0 670 140.1 1216 170.0 9N 120.8 1218 168.0 836 118.9 1210 182.1 921 87.4 1218 118.1 013 83.6 1210 148.1 813 73.1 1210 148.1 950 V r 03 In 170A 830 170.0 745 170,0 1118 170.0 050 160.2 1150 1650 933 131.4 11¢0 153.0 014 tte.O tt60 141,8 886 105.1 1160 134.2 886 67.8 1150 128.7 871 75,1 4160 126.2 870 65.7 ti4o 126.2 070 W d8 to 170.0 974 170.0 769 162.4 1048 i65A 881 130.8 1048 146,8 684 114,3 1016 133.9 850 101.6 1048 123.4 830 91.4 1018 11#.6 630 782 1040 109.4 821 65.3 1048 5002 618 57.1 1048 1082 618 ? 721. 140.8 000 1474 784 117A 680 128.0 T48 100.8 BM 1100 734 68,0 880 100.0 722 18.2 900 92.0 712 70.4 MO 66.2 703 60.7 800 701 093 60.3 660 70.5 088 44.0 880 7eA 088 •g 76 N 110.7[49-5 125.1 Olio 99.0 790 106.0 878 a5.5 790 07,3 853 74.8 780 039 062 60.5 750 76.9 643 59.8 780 71.7 635 49.9 790 65.11 024 42.6 790 02.1 810 37.4 780 61.6 617 781. 114.0 115.6 857 92.3 764 88.1 044 74X1 750 85.8 tax 89.2 760 ?T.t 821 84b 770 740 612 65.1 750 84X7 1106 40.2 760 69.4 $01 390 760 682 586 31.8 750 66.8 680 m Q 901n 72.1 74,4 650 #0.1 503 02.9 491 51.5 50 64.0 463 41IJ 403 40.9 475 40.1 663 MA 468 341 507 40.9 402 30.0 663 382 452 26.0 503 37.3 445 226 603 3tA 052 '-' E- W 961. 611.4 OIA 053 49.4 485 ¢1.5 435 420 485 N,0 421 37.1 485 30.9 421 33.0 195 16.1 410 29.7 495 332 409 24.8 405 29.1 400 212 495 28.6 384 1&0 495 25.4 390 N ulIN In 41.7 42.6 353 34.0 391 35.9 346 29A 391 31.1 342 28.1 391 27.6 337 232 301 24.0 333 20.9 391 220 326 174 391 19.7 321 140 391 17.6 316111f. 38,4 302 336 320 370 33.0 330 27.5 370 20.0 32¢ 24.11 379 x5.3 320 210 370 216 316 192 370 20.0 312 18.0 370 10.1 305y/x01. 30A 30.9 289 25.3 3t7 240 284 219 307 2Z.8 268 140 SiT 199 278 148 3tT STA 273 C} m Q fl tta x03 d (!j 4�:r TAB E 18B ANCHOR CAPACITY ADJUSTMENT FORMULASmv0 iY AncharCa acl Tobtc66 ANCHOR CAP.,,, sk"Unic 2.7k Ctct oite 3A 0am. Hollm CMU Filed CMU PT Wood Morel (DP_)X t )=ANCHOR CAP.- t71S•Eko o Uetem f14^SSEtco SlIr Elco it4'SSEkO atOSted A1291eM 012810d MULLION CAP.,•,,,,.,,, Anchor Type: 3111 EkO NUacon 1/1'Eko Uaracal 3rir EW.Lit-m 114•Eke AnchorCllpPanem• Lf'.. ApyeGetor tlmecon AppaBefar 8aaw(as)BOaw(45) Sam 105f USE THIS FORMULA TOOBTAIN THE ANCHOR Edea fll,Hrra6.y i' I 2-lir 1- &VY 3-v8 11 1 2-fm P z-tlk r 3-Nr r 0.40• 0.54^ 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emlxdm,nl(in: 1,314• 1-314• 1.314• 1-U4* r f-v4• wir I'vr 1.111^ 1-v4' 1•v4• r Tarr lam^ 10ma ACTUAL PRESSURE REQUIREMENT FOR THE xA.ctuil@5'b6n.O.G.1{112,Aryta Lxp, ¢Ip.1X 390 toe 390116, 450 as 800b4 1700As 270ke .480 mo- 354Ma 740103 314f. 72o 8a 94010, 34110, 4421ba 680 fb4 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aaclron g 3.S MI4 O.C,r Ery 2,5Arple CrTs l(1711.2t 7BO Rro 705 Ou 705 0e 1870105 2525105 54D 919 M Ibs WA 112005 T481b, OW lb. 1892 ias 082 b, 88514, 11209a CAPACITY(FROM THE TABLE)OF THE SELECTED 8Aru0aaN 2.1/•.05.0.21(11245Ariiie t(FW3k 1120 t0i 1f24tba MOts 214610, 22548. HVA 840na WA toss lha wA 1320 ma wA to2x w, uxr ma i89oro, MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY HE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: m c-plyin8 with*0 Flolid0 TABLE NOTES: B011ding Code Ace4Dia ceta4lGreYLl8.0 • • 1)SEE SHEET/FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pirat'ai Lada 2DZI SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. NN By FIGURE 2; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. Mim DadorwollIfct JJ7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125• `"`N \g(I.Y • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• NS@ ��•��i� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y 4;: ,•.�t' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE TREATED t/ % p^ 2 • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' (/( 147 iA, 11J THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045`THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 31.BAY \'•, { :Ltt LEAST,125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION f- STATG F ;• C • • THE MATERIAL.00&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �'�(�`�'•., {ORtOP•''�t,9 ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS, '' r", •.•`• d A,LliN�l MIL'LELR,P.E. FL P.E.g 68705 TABLE 164 + 7J Muillon Capacity Tabu OpanlnpWt6tb(torwf11ra*3psMfgtru ions)or0 9nlholl htpolMfimsta9yspafringlntfiona) sot" so In loin s4 kr 90 In Soots 12D In 1401n too 1, Rednpolar Traprflm,g. R60tanodar TieWdnp. Reatowty TrWridanp. 170400" 7knoildenp. Raofan0,rsr I TraprTfmv Rectangular I Tie07Rian0. RaclmpAat Tf4Wdsn0. Redtenpdar Trep'7dmo. ReaIaRSaar 7mprTdtur9. n 3,26'"46 Lov7n0 bating t.eedRg Loadnp Leadnp L"dn9 Lasting LOSS; Loedty Laaanp Lmdng Loaft LatWg L"dra -Loadng Ladng Lowing Leong DEMAL BAY MULL � h 'ff I�'l I � I � I.1 I Im O 421n 170.0 1 820 170,0 435 170.01 744 170.0 478 170.01 baa 1 1780 506 170.0 1 992 1170,0 6111 170.01 ftid 1 170.0 $21 170.01 1240 270.9 ffif 570.0 1 1<88 1 770.0 $21 170.0 5735 170,0 $21 SB0.3 4671 174.0 ffif J tlf 4614 170.01 706 1740 624 170.01 OWN 110.0 564 170.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 077 170.0 1417 170.0 660 I83.T 1637 170.0 860 140.3 ts37 170.0 680 122.8 1037 170.0 860 : S 50,825 in 270.0 747 MA 693 1711.0 1 806 170.0 83t 170.0 1046 170.0 084 110,0 1195 170A 723 170.0 1345 170.0 747 170.0 1484 tT0.0 750 1[47.1 15W 170.0 768 12e.1 1652 170.9 760 110.4 1652 170.0 756 W of in 1704 787 170,0 822 170.0 058 170.0 801 t70.0 2116 1704 762 IT4.0 1276 170.0 803 t70.0 U34 170A 447 1552 1455 17.00 660 1294 1456 174.0 $Of 110.8 1455 170.0 661 07.0 1455 170.0 861 m 0) � 00 In 170,0 DBS 17MO 701 TMA 1083 170.0 707 170A 1240 170.0 075 167.1 1309 170,0 044 239.7 f309 110,0 1196 125.7 1309 163,6 004 104.6 1309 157.4 932 WII 1309 167.1 062 78.8 13M 167.1 062 Win 170.0 930 170.0 745 170.0 file 110,0 850 182.9 1241 170.0 040 1425 1247 164.5 963 120.1 1247 152.0 965 114.0 1247 114.3 052 95,11 1247 1702 838 01,4 1247 135.7 935 71.3 1247 135,7 935 W � 650, 170A 974 170.0 789 1704 1169 170.0 913 USA 1190 163.7 9% 120,9 HOMO 147.9 945 1164 7190 136.5 926 1034 1too 124.4 914 WA 1190 119.5 006 74.2 1100 110.1 693 644 1190 118.1 893 Z (A 2 m at 72 In 167.0 1010 160.0 a77 134.7 1010 144.6 859 115,4 1010 177.2 642 101.0 1010 114.7 620 09,8 1010 105.0 617 804 1010 84.11 807 67.3 1010 90A 705 57.7 1010 07.8 700 $OS 1010 07.7 709 j Z 76 to 137A O09 143.8 792 114.5 900 1220 775 2&1 908 1117.1 Tat 54.8 908 994 749 78.3 900 032 73a 86,7 006 a23 729 57.3 ON 14,1 756 49.5 008 Tt.2 719 42.9 908 MIS 700 � b1[ d^ I4 is ki 4271 601 132.5 754 1051 081 112.5 730 240 001 96,8 725 79.4 865 645 713 70,8 061 81.0 703 618 601 74A 004 510 501 86.1 681 45.4 861 94.5 676 39.7 881 03,7 072 W h 02.7 818 85,4 $74 03.8 848 72.1 504 59.1 010 02.9 654 51.7 016 60:1 $46 40.0 848 50,9 $37 41.4 fila 470 530 34,0 846 414 519 20,6 B4B 38.2 611 25,9 610 38.5 507 0011 08,2 686 70,1 508 68.8 603 50.1 499 48.7 5611 51,4 491 42,0 50e 45,0 403 379 348 41.4 478 34.1 Safi Sat 470 284 568 33.4 4$9 24,3 503 30,6 452 219 506 2&7 447 11' 6 co 148fn 47,0 440 48.9 403 39.9 449 412 399 342 449 35.1 393 294 449 31.7 367 240 449 2&11 382 219 449 28.1 377 20.0 440 22.7 360 11,1 440 20.4 361 15.0 MO 10,8 350 Lu 111 Io 44.1 425 45.0 385 340 425 37.9 370 31.6 426 32,8 373 27.0 425 20.1 307 24.5 425 20.2 362 22.1 425 24.0 350 144 426 20.7 350 15A 425 18.0 343 fY p Sri 344 304 45.6 331 39,1 381 2BA 326 21.9 381 25.11 321 21,8 384 228 317 5&< 301 26.6 313 17.6 304 SQT 309 Q Q O 14416 292 253 20.4 233 10.4 253 1 57./F30 1[i Z TABLE IBB ANCHOR CAPACITY ADJUSTMENTFORMULA: AncborCa act Tablo bs ANCHORCAP.,,,•,, 88 Subd.W 2.7k Concrete 3,5k CU.. Omae C44U Fated CMU PT Wood ImId (DI?„,)X C }=ANCHOR CAP.,,, surSeo 1'4'89 Ek05110•Elco 1!4'95 Eka 910SfW 91251eef 01261ed MULLION CAP.,,,,,,,,r Anchor CllpPattons hwmTypo: YSaEkot10r6em 11vEboUfracm t29aon 3n6'EIeoUOmaa 114*Eta AppreOalor URttwa Ap9reGeror 8cmn(OS)6omw(051 Save"(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Otlfaneet6,7 1• 2-itY' r 2-frr 3-tra' 1• z-1[2• t•R141 2.12• r 3•rra• 2• 0-44• 0,54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1.3!48 fan• faro• tate• z' 2-v4^ i•U4' 1.14' t-fro^ 1.14'4' t•v4• r lata tars• redea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohm QFmm om,1 R}2x5Argb Cfq.t(Fq.17 390 R. 3968ro 4-- 890- 1700 las no Re 200 ft 354rue 37414 12914 94644 341 ib4 3229» 660 Aa OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aeabme0aFMn.0.0.1R)246Angle174Ul01127 760 M Iso M leo lea fel/164 2525 M 6401be 560 rot wAn29 roe Toe iDz 880 ms 1x92 @e 6ez Re aeS 911 1120 M CAPACITY(FROM THE TABLE)OFTHE SELECTED 11201.56 1120lbs tt t 224St. 225444' tUA ao ma wA05994 WA 132044 wA 102244 1327 roc 166044 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FiGURE 1: m W.1ply(n4 Wath as no" TABLE NOTES' Acecim o&�i(A•Oulio.e3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. L'e II on Date 20'2I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 13 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Went., ini tlnduel FIGURE 2: - ' 3)MULLIONAND MULLION HECLIPSFI SHOWN ARE NOT IM SCALE,FOR EXACT IONS SHOWN SEE SHEETS 21-23. \�����st LYNN 1117[rr77�i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .126" 45' � O•;.••""".-,,�(;� a v d FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�^�� LtCLNSF •, 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250• plq,�i(f105 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - + s a o YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5053-T6 AND BEA MINIMUM OF.1125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 451 BAY "� '• /a LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONp MULLION P ' ;;177 OF .V, THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S.OR 410 S.S. ' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. tSSJ{ A,LYN �LER,�.E. FL P.E.#58705 •j I.BDV 1.00D• 1.06z"� 740' .083' .386• q I )S .D02' II j'M t"'1i25' A38' i 4.000' .125'STANDARD CUP I oY 4,000' 4.000` 2.625' 20�' 6003-TOALUK 1 2.t25 2000' 2X5 ANGLE •1 .r X-SECTION III U-CLIP 6063.78 ALUM. .125" �- .125' i .125' 1 6�SEC71ON I-TO ALUM, X-SECTION .126' .031' Oco � � .126" CENTER OF ANCHOR HOLE MUST UE WITHIN THE .i2 73 6" .ib5" 375" DASHED NCHORO.C.OISTANCE MMAXIMUMNCHOR w Jf I HOLE DIAMETER ANCHOR DIAMETER+tf78'. N 1`X4"X.125" 1'X4"X.376' 1'X4'X.3t5' S•600� (0 •z MULLION MULLION 'T'-MULLION CVT HEt5ET0 5.UQ6" 376` tp co 6083-T6 ALUM. 8063-TB ALUM. 606346ALUM. ,375" 3,126' ^�_CREATEF-CI.IP•SEE ""•376" _---- MIN. X-SECTION XSECTION XSECTION '" - MIN. DETAIL F,SHEET 1 :3 1.250` •375' _-_--__ Z tIJ g _-____ r________ 1 .37W "r5. 2 ._�..__.._--� I r.- -i CENTER OF I I MIN. W n25V t2511' i 1 ! 1 ANCHOR HOLE I I � 0 y MUST LIE WRHiN i r I I 1 I THE CASHED I i 1 t i F BOUNDARY.SEE j d O1 0 SHEETS 6-40 FOR F _ _ _ _I Q z 2.875' 1 1 1 1 E SHENCHOROR � � - I H Qy pyo 3.94' i i I I i F DISTANCE. j N z i 1 I 1 MAXIMUM 3. 3.2 I i i t t ANCHOR HOLE 1 1 ED a -- I I II I I I DIAMETER: 00' ANCHORL-------- --------- QOODIAMETER+ifi(r% -�-- 2.100" 606730 6 UIP $ mM 4' 824' rC STANDARD CLIP U•CLIP--i.820"1�-- i -moi.820'Imo_ --1.620•h- CENTER OF ANCHORNOLEMUSTUE 6083-TOEWM- Q M• WRHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25"X.100' 1.25'X 3.25"X.624' 1.25-X 3.94•X:624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C CONT. MULLION MULLION MULLION - DISTANCE.MAXIMUM ANCHOR HOLE Dlm*n on Voluo inFor Mullion: Olmenelon Velue 0n)For Mullion! 600545ALUM. 80 6005.75 ALUM. %45ALUM. DIAMETER:ANCHOR DIAMETER+1110'. F 3.6875X4' 1.938 1.25`X3.26" X-SECTION XSECTION X-SECTION G 1.600 .125' 0 0.600 X.624• -3.469' - 6.600' H 2680 Aluninum H 1.438 AIMIA m 1 3.600 Tubo MuDion 1 3.260 Tubo Mullion 2.681' .126' .376' - 376' F 3.787 !• 75-X F 2825 735'X3.94" f.377''J •1�• 1.877' 1 MIN. O 0.767 .376' G I,125 X.824' H 2430 Alumlrwm H 1.5W Aluminum Ci}UCCS2fiVSSfifJ j j I j I 3.DOO Tube 6'T 1 3.250 Tube Muillan :n complyAtg wilh dw Fled& i I t I 1 i F 2250 1.25"X3.25' F 2.813 30'80 M Dailding Code G 0.760 X.100' F 2076 45•Bo Mu8 Accepimrcez iro`ova`0� .125` 1 i S f H 1.600 Altmlmttn E pima UMd 17,0'7 .125' 45`-� 2.250" I I i 1 i t I 3.260 Tubo Mullion 13Y t I I i H i Mi 1Mdo Product 3.250• I i I I i TABLE D 45•BAY MULLION 3.260' I I I I 30'SAY MULLION 6083-TB ALUM. Mull D)mmeWn POT P&r!!P \�>>��,�4{NN f�)u << 6003-TO ALUM. 1 X-SECTION (ehootd) Mullion Std.Clip Offset Clip U-Clip Angle Clip �N (3N.,••""••.j{/) X-SECTIO, T _-__OFFSET CLQ4`i'XX.t26'(10) 89384 688tiiM 668lS22M 668241H 8685SBM 11':'ti10EN5 G :' •••�C .125' 5003-TB ALUM. 1•X4'X,376`p/) 66810 668112M 6661123M 666242M 666519M 1•LO.!S705 ' .2284�-•,981•+ '22(rj-�_.BBVA TOPVIEW 1"X4'K.379 T(ti) 8603 886112M 6881123M 60242M 666519M 740" trl�� NOTES: 1.25'X3.25'X.t00'(13) 20180 8861127M 6867124H 6662410M 8865115M _ W- QVX3.25X.624'(14) 20161 6661126M 6681125M 6662411M T,685116M tf HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.26'7(3.94'X.82d'(ib} 20182 65011i7M 6g6f526M 660241M 666517M "�� 6 30 Dogma(19) 88849 WA WA WA 6605110M '�X`'''•...........LORt •'��C 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. i��S5� tt .y� 45 Dagmo(20) 66650 t1tA NtA NIA 666511tH A'LK�7, It4ER;Y.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E. 58705 TABLE E _ MUII Dlmenslon PGT Pert# (sheet Mullion Std.Cilp U-Clip Angle CLIP 2'X4'X.25"(18) 66602 660281M 666271M 6605112M yyt� O 2•X6'X.26`(17) 60004 660262M 666272M 8665113M I STANDARD CUP I U-CUP 2X5 ANGLE CLIP gg`4 2000, 6063.76 ALUM. 6663.76 ALUM, 6063-T6 ALUM. 6Y NOTES: X-SECTION 2.1W X-SECTION 2000" X-SECTION .125" 1 .126" .1125 9 00 D HOLES N BE DRILLED IN THE FIELD FOLLOWING Z cv z DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L L 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �^•-tA90"-, O HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. _ CUTHERETO tJ 0 3.500'x'"') CREATE F-CUP, ---6.000 375' lU C3 0 .375' C t SEE DETAIL F. 375' MIN. w Z MIN. �-SHEET4 MIN. 375" Q co J z 4 i i 0 a L L Iz 4.000' I 1 I 1 .250" 3.4353436" j-- --- -- 16- L) Q rnZ MULLIONI 1 6063-T6 ALUM, f i 9.438" I f !- Q uAO tlQ XSECTION ; I i .376" co L_. 52 ___•-_-- --�---- ------_� L------'- M1N.----_^--^____J 711 QSTANDARD CUP 2X5 ANGLE CLIP Q 7U-CLIP,6063-T6 ALUM. Q aGENTEft QF ANCHOR HOLE MUST UB 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. zWITHIN THE DASHED BOUNDARY,SEE TOPVIEW ZILJ ED FOR 2'TO t ETON SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEIy SHEETS S-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR HOLE ER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLEDIAMETER:ANCHOR DIAMETER+1110'. IN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1116". SHEETS 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE,MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. yt .375' 3.500' CREATEF-CLIP. .375" ly 6.0�' 376" SEE DETAIL F, MIN. F-SHEET4 MIN. ¢ 376" .376• ---..---------+- -- -- I I I I I I I I 1 1 filaoUCT REVISED 1 i as complying Asim the FlaicM j 1 1 4 Dnildh%Coda I 1 I Ir r 1 Amptmue Na)�+' 216.3 j 4 a 1 i E pimliat•Ibta z68" 6.000' e -tf---- --f•-_. _�,i„ .. 4.686" E•- -.r...- - 5.438" +------_--`--_i MI rraaua' 1 1 1 I ! 6.438' I 6.438' Z'X6'X.2s MULLION t 6063-TO ALUM1. 1 I I if NO.56705 X-SECTION It I I 1 i 777---.375" t-l/ '-------- •------ --------' -- -^ L-------------- -1 MIN. STANDARD CLIP U-CUP 2X5ANGLECUP `x(9�\�� ALUM. TTOPEWUSED FOR X 6'MULUON.SHEET 17 60SM OPVIEW TOPVIEW A.LYIfI S MILLER,P.E, FL F.E.#68705 EXAMPLE 1•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 13 KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65.REFERENCING SHEET 26,THE COLUMN USINGN -' RECTANGULAR LOADING MUST BE USED.SCAN THE MULLIONTABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED Pf DESIGN PRESSURE OF+60.01.00.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SiZE,USE THE NEXT LARGER SIZE AVA LABLE. I.+ rFrNEA SEE FROM TABLE 3A,SHEET 7,THE1-X 2.15'X.375'MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED.HOW£VERTHEDESIGNPRESSUREIS+158.3 PSF AND WOULD DETRfLS.SHEETSNOT BE SUTFABLE FOR THIS APPLSCATION. cmoi'2 3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650"MULLION(LENGTH=72',OPENING WIDTH=707 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THEOPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS• MULLION .......- LENGTN2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE ST"ARD CUP WITH(4)012 ANCHORS AND THE 2X6 $r� SEEE ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 686 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL z W SHEETS. 3}VERIFY DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0 ,J 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 f 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Ix IN THIS EXAMPLE.THE DESIGN PRESSURE REQUIRED WAS+160.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 036 LBS.ALTERNATIVELY, llt o OW O NCO ANCHORS IN WIND �� ro L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: J LBS reirtit WI' 'oTH WI. (60 PSF)X{636 =524.8 LBS (MAYBE USED TO OUALiFY#i0 STEEL SCREWS FROM TABLE 46) 72.7 PSF Z m r THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAM£DEPTH IS 2-318'.THE OPENING REQUIRES A � DESIGN PRESSURE OF+5D.01-55.OPSF. Z r v FOR THE VERTICAL MULLION: Q 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+12'+1'=105'AND THE OPENING WIDTH IS 36"+36'+1'=73".REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS ATLEASTTHE WINDOW FRAME DEPTH OF 2-3W AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. t�L MULL WIDTH.�1 FROM TABLE 3A,SHEET 7,THE VX 2.75'X.376-MULLION(LENGTH=108,OPENING WIDTH-oft)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.15.1 PSF Lt. 7 IX AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. i= FROM TABLE 12A.SHEET 16,THE 2'X 4-X.250'MULLION(LENGTH=106',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF W-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 'Q •� Z ' SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. a- �i'Q DETAILS, ' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 361+36'+2'=74",NOT 73"AS PREVIOUSLY � 0:ba PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35-Tt2'+35-t12"+2'=73'), 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE.ASSUME THE POURED VER TICALI I CONCRETE HEADER AND SILL ARES'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` "��"�-SEE SEE d USING THE STANDARD CLIP WITH(6)3110'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCI4OR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS, DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, OPENING SHEETS 24 SNEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT POR BECAUSE THE VERTICAL MULL WILL BE A 2"X4'X.266'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER H 14 MULLION TYPE COULD BE CHOSEN. MULItON 72 �f� PRODUCTRBVISHD Jl/ 1)THE MULLION LENGTH IS 367 AND THE OPENING HEIGHT IS 32"+72'+2'=106•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALtfRiANGULAR LOADING MAY BE m Implying wilh"Flod� USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.260-MULLION(Q LENGTH-42',OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1-176.0 PSF WHICH EXCEEDS THE kclx n�CCoda Ira-0215.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. g pimiion Dsta 202( SEE DETAILS, 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mimn DWe Fmdutl' 2-3 (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 t 1 I 1 r 110 - ANCHOR CAPACITY OF 521 LBS. 38'.NORi2. 38',NORIZ. (' I~ 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR t%�; yLGE14SP •.-•Q MULL LENGTH MULL LENGTH CAPACITY IS 1014 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THEL OPENING WIDTH FORVER7ICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _` i4o.53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; - +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; •-.tj•, "y'��(�(�.� [ <1!.' +P1760 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). -;�(`` 5'IAfr..0 ` THE LOWEST OESIGN PRESSURE IS+1-84.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS. '.?'CUilLOt' {a VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.SHE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION 'r 1()NJ.�(•, PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN M1LLlft�2.P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIUAL/TRIANQULAR LOADING: PW PW PW a I 1 N ==-47 -El '6 CD SHIDH SH/DH' SH/DH SHlDH '' " ; PW PIN N � -. .. .. _.. I Z N rc y / a 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; ,-+� ' HINGED DOOR _ LOADING OF VERTICAL MULLION 1 PW - LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - Q r �t' PW /,� l Z d " `o .. ..- - ..... ; PW P � PW W Z / PIN w7/7 < O _ c0 tl1 SHIDH SHlDH SWOH SHIDH is 4� `�`� SH/DH w�a ru LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI l ! t PW PW _ HR I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL - £ MULLION P HINGED ( NOTES: ti{L;t1UCT T;@.vSSEO DOOR PHI PW I .ts complying�rigt t£te Ptorida I 1)DRAWINGS ARE DuildingCodo l RERESENTATIONS OF TYPICAL AcecIA No 0 CONFIGURATIONS. ' imliPIN Date Zig CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Mian Product f f o o f THOSE SHOWN. q j 2)IF THE LOADING TYPE CANNOT `���`"I IYJi(tI ?���iir BE DETERMINED,USE `� xnt,.••"......r RECTANGULAR LOADING. ��.''��t<F..I•ISE'•.FSS �F _. Pw ._ PW '" I _.. I 3)SEE PRODUCTS'APPROVAL FOR "f Nu.5D70v ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ; a l 't5'.�' r, f 6.• IY. PANEL OF HINGED DOOR ISNOTCAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I j t•, �i t ifs--- LOADING OF VERTICAL LOADING OF HORIZONTAL A�CYNN} SII.. K'L'E. MULLION MULLION - FL P.E.#68705