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Product Approval (2)
RECEP-.0 in 2 4 7.g;6 MIAMI•D1ADE MMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County I roduct Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series lgped uminurtt,Tld a it!lion—L.M� APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Itnpact Resistant Aluminum Tube Mullions", sheets 1 through" 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miatni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offibial. This NOA revises and renews NOAH 114-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 L�MIAMIiRaoe COON Y Expiration Date: May 26,2021 _ f1!f 1 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B doted 10/10/144, 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 2(2-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Cont of aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51e 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, fisued 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. �'tProduct Gontr I E miner NOA No. -4211 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: � R NON-IMPACT OR LARGE AND SMALLa A MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE a EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.................. 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 o ELEVATIONS................... _......... _...1 �o FIGURE I: MULL TO 2X WOOD........................2 0 0. _ _ 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL STALLA ION NOT NRY..............2 'Z O MULLIONS — INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._...............2 � / SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114°FROM THE CLIP. MULL TO MASONRY................_.._.3 \ 1 SM ETS 2.3 SHAPE MULL TO STEEL STUD...................3 N _ I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........_......._.............3 S m I `jam DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1B0.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............._..__.......3 cn ,y i III / ALTERNATATE CLIPS....._......-.._..4 O W �. IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. j�� III���IIIJJJIII �� / BAY MULL INSTALLATION............ 1%2 X.126 MULL SPECS..... •--I�`L 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2%.375 MULL SPECS.....-........6 7 SPEC _ INSTRUCTIONS. 1%2.76 x.375 MULL SPECS.. rn ........7 _ 1 X 2.75 X,65 MULL SPECS............6 Z SEE DETAILS I III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.506 MULL SPECS-......9 m O p Or ATHRU G; / 1_ / 1 _ I \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............10 ch O SHEETS 2•3 __ I _ _ 1 q 7HRU G� 1 X 4 X.375 TUBE MULL SPECS....11 Q ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 2.3 1 X 4%.375 T MULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25%3.186 X.285 MULL SPECS...12 W 0 OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Z (jJ� VERT. - HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS.._.14 O w 8 1 MULL FOR 1.25X 3.94 X.824 MULL SPECS._..15 LENGTH HORIZONTAL W MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.._............16 J Q Z SEE DETAIL E, 2 X B X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q N zz zz SHEET 3 1.20 X 2.11 X.125 MULL SPECS....16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.25 BAY MULL SPECS.........19 Z I-- ¢ N O REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q O Z r MULLION&CUP DIMENSIONS......21-23 F- Z y m Q. 0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR N()A'S EXAMPLES 1 82............................24 � J 8 PRODUCTS MAY LOADING EXAMPLES..................."5 Lu QQ `BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING UuIn Y Y / MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z / lit BI��TClUREO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q VI Q O O 7.--It I 1-- -- Z-U) (n 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g§ O�O sEEDETALS HowzoNraL A-D,G.H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING g n a� . MULL SHEETS 2.3 W IDTFUHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFTI)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL I--OPEWNG WIDTH--I —HORIZ.MULL LENGTH---( 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. T�-'i IENCTH t~ 1_I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR°OR'TRIANGULAR/fRAPEZOIDAL•. I ` I OPENING — - 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-)FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCP REVISED HEIGHT ) arcldisig odwiW We Florida FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Huilding Cock G2u8 OPENING MULL HORS. VERT. MULLION CAPACITY(LBSIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFTI)FOR THE OPENING OBTAINED IN Aooepl•Bco Nu L HEIGHT LENGTH MULL MULL STEP 1). Eniratig.Date 120 LENGTH — I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BYdcl }_ —l. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. NwHO1" hO OPENING WIDTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\%1I�Ai LYNN 4, SINGLE MULLION SINGLE MULLION FOR VERTICAL MULLL ,....., OPENINGWIDTH ANCHOR/SUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;P\ - �ICCNst''•�Fp '(FOR VERTICAL MULL CAPACITY IS MET. `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE1`:• No.56705 � '- k__" FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = TITE VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE CIE 2: STANDARDS USED: 6)VERIFY THE DESIGN PRESSURE RATING(LBSIFTI)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 0FOPF :•,�` •ANSIIAFSPA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFPI OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL FOR THE ENTIRE MULLED FENESTRATION ' 'M� ••'�j��. PRODUCT ASSEMBLY. �'�CS�� •...... 1:_%—X AISI-slag-07rs2•2010 ) •ALUMINUM DESIGN MANUAL,ADM-2010 8 HIGHLIGHT OPTION USED AND TABA.LMN� Iqf,�y` LE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. i ` �.E. 1 • FL P.�#58705 DETAIL A: MULLION DETAIL B: MULLION ' o MULLION TO WOOD BUCK MULLION ATTACHED TO 1X Buc cs7aW TYP.ANCHOR 4 re OR WOODD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, cY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) HV OTHERS, SEE SEE TABLESIH•16B i SEE NOTE f, t"7 I MULLION I SHEE71. .;.-. MMgg LD h I I t 1 i to a_ W LD EtTHER]THE I i i 2123 FOR HOLE j 4 (' 7 I CONCRETE OR CMU "SEE SHEETS EOG£ wruSTANDA1 LOCATIONS aaa-------------✓✓✓✓ _DISTANCE,#FSET a EDGE m ° SEE SEE TABLES y CUPMAI DISTANCE mBOGE DISTANCE 18.188INSTALLI I I /'" �,` FOR MASONRY °FOR WOODTHIS MEd °° SCREWS °a �.^ ANCHORS d 4 a y ? ° ALLMULLIAX O R d a \ w +� SIDE VIEW _ Z d d �-•T n/'V n' �'� a . a S rd O [6—:ER VDARD0° edFT_'.Ed ° EXTERIOR TALEDBY k�7 Wd DISEDGE MET.. J Z TANCE °� Q ? d' FOR m F- Z ,x T_ a MASONRY Z o THE OFFSET CLW IS ANCHORS a Q Z N Do RECOMMENOEDFOR EXTERIOR °d a FINS L yp6 _ 7NDOWS•BUT MAY co ...7 ALSO BE USED FOR Y OTHER FRAME TYPES. +` F Z (f) 10 �$... �•( TYP.ANCHOR TYP.ANCHOR p TYP.ANCHOR — PERSUBSTRATE, PERSUBSTRATE, PER SUBSTRATE, SEE TABLES 18.160 SEE TABLES 18-168 SEE TABLES 16.168 EDGVEND "rDISTANCE BUCKSTRIP �— SEE TABLES EMBEDMENT / BUCKSTRIP TB-16H (I" I B AGNMENT r AN ATTACHM9NT s'•, SEE NOTE 1, " BY OTHERS, SEE NOTE t. • SHEET 1. • MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTREVISED FRONT VIEW as complying wild IL6 P1lrida Building Cod. AcceptanceNO INSTALLATION NOTES: V.'mtimDWO 2,p21 By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Miran! T!°�'rt 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `` 11111'' ,' ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE \�� o��V LYNN. 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. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _- 11c:* NO.58705�. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 6 . r•'. S E OF j\ 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED .., r'•.,FCOP•'ZCj ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. tt1O ` A,LfIft LER��.E. FL P.E.#68705 DETAIL E: DETAIL C: t 12W MIN.— MULLION TO MULLION _ a a MULLION DIRECTLY ATTACHED TO # INTERSECTION NOTES: n� MASONRY STRUCTURE MULLION I (U-CLIP) � � (STANDARD CLIP SHOWN) ( O� 1)MAY BE INSTALLED IN'TEE'OR-CROSS' INTERSECTIONS. n VARIES c Y Z U 2)MAY BE INSTALLED HORIZONTALLY TYP.ANCHOR (SHOWN)OR VERTICALLY, EtTttER THE �'� I I PER SUBSTRATE, (V OFFS TMUOLL I I I SEE TABLES 70.17D 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 's W ccIPMAveE d i i EDGE DISTANCE TOP VIEW MULL ON FOR CORRESPONDING MULLION. Z .*B t7 INSTALLED BY THIS METHOD. t i '°�° d -F�t MASONRY O F» IY ANCHORS `1AMES #12 STEEL SCREWS, � Z ° s \'x MULLION LID OftUSE PRE-DRILL LLI a s 0 MULLION AND USE SMS W C) D TIT EXTERIOR 40 4 a , MULLION z (D EDGE DISTANCE _ ° ,e' THE OFFSET CLIP IS ` a FOR MASONRY RECOMMENDEOFOR // Z U ANCHORS -N FRAMED LIN1EftSECTION \ " WINDOWS,el1T MAY U-CLIP S W 8' ° ALSO BE USED FOR LS F,,, 7YP.ANCH 4 OTHERFRAME TYPES. EXTERIOR Q z PER SUBSTRATE, 4 SEE TABLES 10.138 '`I < Q O 2 M 4 / — TYP.ANCHOR SEE SHEETS 21.23 FOR � f.- -•O tid OUCKSTRIP "PER SUBSTRATE, HOLE LOCATIONS d AND SEE TABLES 10-138 FRONT JEW A M EDGE LuSY OTHERS, .-7] V EMBEDMENT - SEEATTCHMEI� ~ SEE TABLES` y { SHEET I. .- t&178 U '2 < 7 �_^ - '• a7 EDGE Q i7 0 O • - + - I,-_,_,�I_,DIS7ANCE Fs IN EE LES mQ M2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 810 SIDE VIEW d a d y o FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES STRUCTURE - 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, TYP.ANCHOR A /-'PER SUBSTRATE, 2)QUANTITY OF ANCHORS AND MULLION S SOWN ABOVE ARE FOR REPRESENTATION I B / �c ONLY.BECAUSE THE ANCHOR CAPACITY S BASED PARTLY ON THE ANCHORHOR T TO ANCHOR °` ; SEE TABLES IB-130 SEE SHEETS PRCOIiCT REVISEDNCHOR DISTANCE,THE 21.23 FOR Ia muplying wish the Fimida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ~ HOLE Buitding Coda FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CHP MAY BE USED. �` LOCATIONS gcaplmlm1GyyL . -�� `` MULLION ® Pxpilmi On1a ia..f�) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ey © Mi Dada 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO U4'S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE �� ""N �4 FOR STEEL STUDS THINNER TRAM - SEE TA0LE5 �� �J( . FRONT VIEW 16 CA AND COMPLIANT WITH THE FL BUILDING 1&130 Y .'��CLNSC ''• � CODE.A 2X WOOD BACKER MUST USED. V. L.--t ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS )<7 p1p,56-05 �/• SIDE VIEW C NOTES: �y tK 1)FOR 2X WOOD-SACKED STEEL STUDS.WOOD '-� - S 6 ��.'•411 ANCHOR VALUES MAY BE USED. -: l' FLGR10?: (j�` f1 `'.......• V�N 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. LEf't;P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONS�� a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ SEE DETAILS A{, 30'OR 45' �Y V SMEET52 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLIONO , D Z o�m O O O u��pp W O O O O O O ? _ O O TOP VIEW w SIDE m U 0 O SHOWNWITHl*X4 x .125' I TOP VIEWCD , I I Z CD cA MULLIONI I I I— J I j TYP.ANCHOR Q EXTERIOR i I I / PEERT.ERATE, O U m b 1 i i / SEE TABLES 168 OR 100 -m � I TYP.ANCHOR �_ 1 STANDARD MULLION CLIP I PER SUBSTRATE, +• I I EXTERIOR J u Z MODIFIED TO FIT FIELD / SEE TABLES IB-148 S-1 Q Z CONDITIONS. �' �/� �-• T•• I I I � y%WANGLE CUP. F z Q pf O t I I I 2 PER MULLION END,MUST DE Q FQ Z 04 MULLION I I I I INSTALLED INSIDE OF BAY MULL. F Q co p I I I m (n J L �O 7�'' I 11 I I o I I II I I m W Q ~ UI y t I I I ANGLE CLIP. Tn 3 2 PER MULLION END, V Z Q Q Q I I MUST BE INSTALLED a o Z y.,to (n ryy^� I I I INSIDE OF MULL. mQ yy,0 @� I TYP.ANCHOR b -PER SUBSTRATE, SEE TABLES 18-148 INTO WOOD, (� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EIOEWOR O E00E 01801 pR PHi:OUCT RfSVISBD p PN F ns camplying wish Ihu Flmidc Rullding Code _ INTOWOOD,STEEL, I Acouplmlcc No o21g-03 ® ALUM,CMU OR MASONRY 1 EDGE O B%pimlian Dalc !2,(521 DISTANCE By PER Miaml Product ANCHOR EDGE DISTANCE O R ANCHOR LY NOTES FOR INSTALLATION OPTION G 8 H: ��VNy N 1 11114e PEO , NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .���,'•�,1GEIJSE '•,'P 2)DETAIL G: 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. LOCATIONS.SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE •e• ND r16705 :. c 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. ��(( bbbbbbFF .•` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. '�;�•'•. r-1.0RIo"•'• C?' A�•�r.. A R;pE. cS����44��. FL 58705 TABLE 1A „ t Mullion Capacity Table Ibstre ra pt Opening Width(for vsrliCa>Y sparvtrgtnt&ions)ofOputllagHaight(for hwi-taiVspar6rgrmSGom) a#t 60 h BOIn 701n so In go In 10061 1206, 1401n 160 In qi p Rectanpuia iLoading Reaiargdm 7rap'Tdang. Roof 041 TtaptTnarg. Reeianytar Trepraf w, R.,05,0tar 7rap17datg. Re 184dar TmpRn4W RecfangWW 7oWilana. Roclwedor Tup7afang. Rxtangaro7 TreyYTdang, a3 1X2%,125 Loading Loading L04 Loadig LmdinO Loading Loading Loading Loadng Loading Loading Loodng Loading Loading Loadna Loading Loading Loading oGY4 Num.Tube Mulllon 5 L A all Q _ a $ a � a $ a a � a � $� a as a 9 � z 421n tif.8 408 129,5 332 43,2 498 ffq.b 323 7110 {lig 107.8 32! 69A 406 104.4 319 62.1 498 141A SiP 6Q9 408 104.0 310 40.q 446 iD4.9 310 30.8 408 104.9 319 35.0 408 104.0 318 46 In 74.4 J12 ai8 25B 824 312 7JA 262 63.8 312 67.0 Z1a Ia.q 312 83.2 240 11.6 Jf2 B1.J 2M 37.11 312 61.0 244 31.2 312 61.0 244 26.8 312 0f.0 2M 23A 312 61.0 244 60.62sin 63.8 281 706 234 632 281 81.6 228 40e 281 80.7 224 39.9 281 52.1 222 35.6 281 00,1 220 31.4 281 49.3 2t9 26.8 281 483 210 22,8 281 {Pd 219 200 281 49.3 219 54 in 52A 247 67.0 207 43.8 247 42.8 202 37.6 247 44.a 199 32.9 247 41.8 SPB 282 247 30.4 194 26.3 247 38A 193 21.4 247 3Q1 103 la's 247 38.1 t87 16.4 247 38.1 143 LU M }-• 601n 38.1 200 11.2 170 ]2.0 200 35A 18B 27.1 200 31.6 103 24.0 200 2BA 160 2I.J 2D0 27.1 159 191 200 25A 157 16.0 200 25.0 166 (0 J � 631a Sit 181 36.3 155 27.6 181 30.3 1s2 23.7 101 28.9 149 26.7 181 21.5 146 184 f81 22.8 141 18.8 181 21.7 143 � Z bb 6t 28.8 t65 38,6 1 142 24.0 166 26.1 130 20.6 168 23.1 136 (8,4 166 21.4 131 7261 711 139 3J.3 120 ln.a 139 10.9 118 16.0 139 17.5 116 {.� lU 78b 18.0 125 19.7 109 1Q7 128 10.8 107 (/} Z lqh 17.5 147f81 104 „� r V Q Q4 O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Iba I- ¢ `o 8u41m1a 2.7A Cotroreta 3.66 Caro, fio9ow CMU ANCHOR CAP.,,,,,,,,,, Film CMU PT woad Molal (OP,)X( )c ANCHOR CAP.,,, 8 MULLION CAP.,.,,,,, 5198'Eko 114`Sa Eko 3158'Eko 1)4'35 Eko 0t0 S14ei 81251.d 012 SIM LU Atrctror TYPO: 3/18'Ekotgttaaon 1(d"Eko UWac41 3/18'Elco tAtracon va'Eko llnraom Anchor Clip Pad¢me Macon AgpreOamr unreca, A9gra0ala a',(05)screw(G9) sc"(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge asmnca(Bn) P 2-1rr 1• 2-11C 5118• r 2-us /• 2.117 7 3•ur r 0AW 0.54' 9-324` CAPACITY REQUIRED"CORRESPONDING TO AN X Emtro6nmi In1-3R• 1$N• 1-314• 1-L4• 7 1.114' 1-1/4" L 1.114• 1 1.114• 1.114' 1.111' r 13/6' 1.318• 1a1ka ACTUAL PRESSURE REQUIREMENT FOR THE 2Anot»m 494.T5'MW.O.C.lSmndaNaOOsoi pip{Fq.11 3901. 390%8 45018 89014 18441.1 270 ft I 26011» I am 14 1 74017 3741s 664 tis 948 for 341 am 442 as 5wft OPENING,WHEN IT IS LOWER THAN THE MULLION a"� Z {jj 0 4 Atrctmn®t1s•Min,o.c,1 summd(a0deq cup(Fig,2)' 45014 70015 WA WA NIA NIA 36814 WA WA WA WA will 602 0m 88514 1120 Im CAPACITY(FROM THE TABLE)OF THE SELECTED m O 2 4Anotrota�3`Mtn O.C.1(2)285 Anataplps I(F61.3) 7801. 780 ft 6800 1560(4 189814 NWA walbs WA 7601s 748!4 8891b4 189214 -3821. 88514 1120 c4 MULLION.I7 WILL YIELD A MINIMUM ANCHOR _ ami 2Anchom®p.15•Mil.0.C.1 U UTA h1o.125'AWm.09.4) WA WA WA WA WA WA WA WA WA WA WA WA NIA 716 m4 CAPACITY WHICH MAY BE USED TO QUALIFY I Andral FC4p(Fig.57 19515 10514 2251-3 44514 a221a 14014 to las 370IDa lay 1b. 3321W 4731-3 17016. 22114 78814 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchcm 1.15*Wt.O.CJ Fpb IF • 24015 36014 WA WA WA 19014 WA WA WA WA WA 341 am 44214 5601-3 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,I E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: _ TABLE NOTES: • + PRODUCT R14VtSED ` • 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as cumplying with did Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' r•-- Building Code nce 140 Acacpta •Q�t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ex inai Dale FIGURE 3: BY 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Miami a DtotXtcl Le HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.g00' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ij{ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ti� ;�CENSt;•'•F`Q �: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125• • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2'X.125'MULLION _-„ 140.56.105 THE MATERIAL.410 ANCHORS INTO WOOD MAY BE STEEL,48.8 S-S,OR 410 S.S. 70--z- ot- A 11�a; liy FL P.E.#58705 TABLE 3AKp� Mullion Capacity Tobin Ibnlit3 Opening Width(for vertically-sparW ng mullions)or Opening Height(for horizontally-sparring mullions) i'! 50 In 601n TO In 501n 901n 1001. 120 in 1401n 1BO in 0 1 It 2.75 x RetU` ToplTd.9. R.11-FiJu Tmprrdmu9 Reclangul. T o".v. P..N.J.r Irrap/Tde.g. Rectangular M.".4. ReclengJar T.p/rdan8. Raclangda 7tepfTdeng. Retlen9Jer T.pRdety. Retlanpular Tr.pRden9. i Loedln0 Loading Loading Leading L..ahg Loading Loading Loading Loadup Loodng Load.g Loading Loading Loading Loading Loading Loading loading .376 AlumTuba LL Mullion h l �E �a R� �8 �. �. �. �a� �• � �. N �g� z o 121. 170.0 020 170.0 NS 170.0 7N 170.0 478 170.0 868 170.0 508 170.0 292 170.0 519 170.0 1118 170.0 621 170.0 1210 170.0 651 1167 1301 170.0 621 127.6 1301 170.0 621 111.6 1301 170.0 621 48 In 170.01 700 1 170.0 524 170.0 850 170.0 664 170.0 992 170.0 070 170.0 1133170.0 661 101.8 1478 170.0 07 138,8 1130 170.0 680 113.9 1139 170.0 680 07.0 1138 170.0 680 65.4 1139 170.0 600 6OA251n 170.0 747 1 170.0 5O3 170.0 696 170.01 831 1167.5 1032 170.0 684 146.8 1032 170.0 723 130.5 1031 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.8 1032 170.0 756 73.4 1032 170.0 756 0 641n 170,0 797 170.0 612 151.3 007 170.0 691 138.2 907 164.7 730 120.9 007 1625 720 107.5 007 146.0 714 98.8 907 141.1 710 edit 907 140.0 709 60.1 907 140.0 709 00.5 907 140.0 709 m O 1- 801. 141.1 735 151.5 625 117.6 736 130.7 811 100.6 735 IWO 609 68.2 735 100.2 590 78.4 735 99.6 683 70.5 736 95.1 575 69A 735 01.8 574 50A 735 91.5 574 44.1 735 91.6 674 H � J J 57 h 111.9 BBB 130,0 670 101.8 600 111.8 657 87.0 686 86.9 647 78.2 668 80.1 038 81.7 688 63.9 031 80.9 688 79.8 628 50.8 668 76.0 621 N.6 668 76.8 621 38.1 608 75.6 611 69 N 100.0 607 1124 022 08.3 501 90.1 511 75.7 507 63.0 501 66.2 607 11.1 423 58.9 607 71.5 468 63.0 607 67A 481 44.2 607 83.4 N6 37.9 007 82.7 474 33.1 607 52.7 474 Z LU m 721n 01.6 510 95.9 443 68.0 Oto 73.0 N4 68A 10 64.3 426 51.0 510 67.9 419 464 510 57.3 413 40.6 510 50.0 406 N.0 510 45.9 402 20.2 510 44.4 399 25.5 510 M.3 308 UJ p(�yj 70 In 89.1 156 72.5 400 57.0 450 81.7 392 42.8 450 64.1 385 N.4 455 48.6 '378 30.6 458 44.6 373 34.7 456 OR NO 26.0 450 37.7 302 24.6 455 36.0 359 21.7 450 35.7 358 J J Z SE Q _ r r 70 h 64.2 435 67.0 381 53.5 435 66.8 373 45.9 435 49.0 Stilt 10.1 435 N.7 300 35.7 4 S 40.9 356 32.1 435 38.1 351 256 476 34.4 344 22.9 N3 32.0 341 20.1 435 32.2 340 F•- � 801n 41.8 327 43.1 SBO 34.8 327 30.1 257 29.9 321 31.8 200 26.1 327 20.3 275 212 327 25.7 271 10.9 327 23.7 269 17.{ 327 21.0 282 14.9 327 19.3 260 ti Z N O rn b ]{A 287 35.4 207 26.7 201 20.9 252 24.6 287 28.0 248 21.5 287 23.1 244 19.1 257 20.9 240 17.1 287 19.3 237 1{.{ 207 10.9 232 CD'C X v m-m� 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 198 10.1 221 1fl0 405 ]AJE W a ti11n 22.3 215 22.7 181 10.0 216 10.1 101 159 210 18.8 186 W ~ N � y 4201. 17.6 181 0.9 167 (J x ¢ O 0 TABLE 3B ANCHOR CAPACITYADJUSTMENTFORMULA: dam Z a: N Anchor Ca ecil Table Ib9 �8 ANCHOR CAP.,,,,,,,,, SuesLlale: 2.7k cacrele 3.5k Co... HoOok CMU FOW CMU PT Wood Metol (D w)X( )=ANCHOR CAP.O. !Y y10'Elco 1//•sS Eko 5JIV Elco 1/46SB Eko 910 Bl.d 612 61mi 912 sled Anchor Cllp Patterns Anchor Typo_ 31111'E100 Ul2atdl 111'Eko UWecm Y18'Eko Ulbocon 1146 Elco Ulbacon Uleaon Agpreaata utbe.on AWtKlelor suer(GS)screw(O5) sae.(OS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Oielanae(Int. 1' 2-trr I' 2-1? 3•V8• 1• 2-1W 1• 2-lir 2' 3.1/6• r o.N' 0.54' 0.321• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(14 1•Y4' V"1. 1-YI• "41' r 1-114' t•ta' 1.114' 1-114• 1-111• VIM' r 1V/tr nam• lade. ACTUAL PRESSURE REQUIREMENT FOR THE 2 AntwB®4.75'Mm.O.C.I SWndad or OlfeN Clip ffq.l) 3w 1. 39015a 45016s ego lbs 1014 we 770 ke 290110 351 me 740M ]141D. 0641bs 84a P. 341 IM 442 iW 660 No OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.16•Mln.O.C./St.ndmd(orOhe1)Clip(Fig.21 450 R. 7001W WA WA WA WA 3801b4 WA WA WA WA WA 6821b3 885 Ile 1120 ks CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor.®3'Min.O.C.1(2)215 An0N Clips/(Fla.3), 780 Es 780lbs 6806. 1560 Ilia 1898 lb. 540 ib. Ss01bs WA 76o16a 74616. 8801b. 1692 Ito 68220 6851 1120 ws MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anchor.Q 0.15•MIn.O.C./ULBp,Inlo.125'Aktm.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 W3 CAPACITY WHICH MAYBE USED TO QUALIFY 1 Arohor7FtOp(Fq.51: 493 A. 1B5lb. 2261w 4151ba 972IM tis Ws 14011,3 17711,. 3700. 16710. 3321Ds 4731ba 1702. 221 iia leo m. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amnon®1.15•Min.O.CI F121p(F10.el: 2401bs iso lir wA wA wA MIA Iso IW wA WA wA wA WA 344 roa 442 1b, seg(I. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RRVISED o,c..plyin8 with the Flortds Building C«Ic Atccplanto No�6.024B.")3 TABLE NOTES: 1.000• I-- E.pgetion DaLc �Q2 FIGURE 1: FIGURE 2: 1 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mia I de P3oduct Cantrell SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - : 4.10.:8705 �( ANGLE CLIP MUST BE USED IN PAIRS. = 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375• FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED -'0 ' YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE8083-T5 AND BE A MINIMUM OF.125' '•>� •'• j) �� ;'r! THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION -"('tC 'OLORIOP`•'• '�� LEAST.1 •25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND C •. .•,,• .� C7 .� THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. � FL #58705 TABLE 4A Mulllon Cs ao Toble tbafe OponIng Width(for tericalV"niftnv lom)orOpeningHeight(forhotizxta%ysparrirgmUNons) If ESQ 50 In co in 70 In 8o In 00 in 100 In III in 1401. 1606, 1%2.75X Raclnn0alar UapRAen9- R.WgIuliv Trep+TAang. RattngAw Trooldatp. Rectnigdar Tm#rrAsng. Reciangelat 7rap/Tdatlg. Rocianp4ar TmprrAw4 Reciwgdar Trap)Mang. Rectanptar Tmprrdeng. RectwgdOr Traplydeng. q Loadnp loadtg Lowing Looting Loedrig Lo�no Lowing Lwdne l.3ding Loadry Lowing Loedin0 Losd510 Loadri0 L3dn0 Loadng LoadnO Loading �z, U .050 Alum Tubo z x x xg x x dig u xg v E' mmon s Z ��m 420 170.0 820 170.4 135 170.0 744 170.0 478 170.0 886 170.4 506 170.0 902 770.0 519 170.0 IliIII 170.0 621 170.0 1240 1170.0 521 170.4 1468 174.0 521 154.7 1820 170.0 $21 138.8 1620 tJDA 621 -1 LU 46 N 170.0 708 170.0 524 170.0 850 170.0 561 170.0 602 170.0 gag 170.0 1133 170.0 661 170,0 1275 170.0 677 170.0 1417 170.0 060 141.7 1417 1170.0 680 121.5 1417 1 170.01 080 106.3 1417 170.01 680 2 50.626M 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 1828 1266 170.0 747 140.3 1260 170.0 756 1121.0 1286 170.0 750 104,5 1286 110.0 750 91.4 1268 170.0 MA LU O p 541n 170.0 707 170.4 612 170D VA 170.0 69t 170A 1110 170A 754 154.7 1130 ITOA 603 1384 1130 170,0 837 120.0 2130 1709 856 Was 1130 170.0 861 66.1 1130 1170.0 001 75,3 1130 S70,01 681 CID 001n 170.0 865 170.0 701 146.5 916 162.3 761 123.5 915 1M.5 748 109.9 015 132.3 735 97.0 016 123.9 726 67.9 915 1te.5 720 73.2 915 114.4 716 82.p 915 114.0 715 61.8 916 114.4 716 h {, 63 in 151.6 630 181.0 710 126,5 830 138.0 804 108.5 830 123.2 081 94.0 830 1122 670 84A 630 104.0 602 759 870 99.4 858 633 630 94.6 640 542 030 94,1 049 47.4 630 04.1 649 � raj � asln 132.1 767 140.0 We 110.0757 119.8 aid 94.3 757 t05.9 8'24 82,5 757 96.1 614 73A 757 6,9.! am 06.0 757 642 600 65.0 757 70,0 893 47.2 757 76.2 591 41.3 757 782 591 Z d£ m S 721n 101.7 636 106.6 552 54.9 038 Ink 540 72.7 636 60.1 530 63.6 630 722 521 56.5 836 SILS 514 509 Me 823 SW 424 638 572 500 38,3 aM 55.3 407 31.8 636 65.2 497 � .-J l Lu Lu 701n 86.5 671 90.4 408 72.1 57f 70.6 486 8, 57I 67.4 478 54.1 511 00.6 471 480 571 55.6 464 43.2 671 55.8 459 36.0 67f 47.0 451 30.9 5711 44.8 447 27.0 571 44.5 448 j «c��� 78 N 80.0 642 83.4 474 887 542 70.6 465 57.1 542 02.1 456 50.0 542 55.7 440 44A 542 51.0 442 40.0 642 47.5 437 33.3 642 429 429 280 542 40.6 426 23.0 $42 481 423 909i 52,1 407 67.7 361 43.4 407 45.4 358 37.2 407 59.0 M9 32,6 407 35.3 3U 26,0 407 32.1 378 20.0 407 20.6 334 21.7 407 28.1 327 15.6 407 24,1 322 16.3 407 23.0 310 70,)--.. Z 98 h 42.0 368 14.1 320 35.8 336 37,2 3N 30.7 366 nA 300 26.8 350 26.6, 301 23.8 366 26.1 300 21.5 350 21.0 298 17.9 356 21.0 289 16.3 356 59.2 201 in X 108ln 30.1 283 30.6 255 25.1 283 26.0 251 21.5 263 rp 22.5 247 18.8 263 10.9 244 t8.7 233 18.0 240 115.! 233 18.5 237 � � 11!1 N 27.6 267 26.7 242 23.1 257 236 235 10A 207 20.6 235 17.3 267 16.3 231 15.4 287 10b n6 n) Y yy � 120fn 22.0 229 n.3 209 163 220 1&$ 205 15.7 229 18.2 202 j x TABLE 4B r m ANCHOR CAPACITY ADJUSTMENT FORMULA: a-S Anchor Ca ecl Table bs ANCHOR CAP.,,,,,,,,, €�� sotafmta: 7ktbncrat4 18kC404. Ho6owCMU Ftee4CMU PT Wood Metsi (RP,,,)X{ }=ANCHOR CAP.,,, b18•Eko 1148 68 Ek.511V Ek,:, 1/4-66 Ek. 810 SIW 812 th d 61261.6, MULLION CAP.,K,,,,,, AnchorClip Panama, AnUwr rypn: 91111 E100 Ultmcm 114'Eko UlOacan t%tmcm Yf6'Ebo U18acon 114"Elco Ulv6cm �OoGala unmcon AW.Gutor Screw(05)Scrow tG5) scrap(135) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge(%61am9(hr 1• 1 2•Irr 1' 2-1/1' 3-1/6` 1" 2-V2' 1• 2.1rr r 3418' r UAB' 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embe&mmt Lint 1-L4' ta/4' t-314' faro' r 1414' 1-1p' 1.114' 1.11/4' I.4l4' 1-Irr r larc ft1b, s ACTUAL PRESSURE REQUIREMENT FOR THE 2Amtam®4.75•MU.O.G.1sl6Mwd or O(6el Clip(Flg.1T 390 W5 3931bs 15011/4 890103 1644 W3 270 114s 260E 354 9q 740 We 7741: 661103 948 is 341 Im s DPENING,WHEN R IS LOWER THAN THE MULLION 4 Amhac®1.I6'Mm.O.C.I Stendxd(n CmeO Cep(Fig.2k 48013 70o I: WA WA wA WA 380103 WA WA WA WA wA 062 VM4 W3 CAPACITY(FROM THE TABLE)OF THE SELECTED O.C.1(2)215 Angle Clips I ft 37 760 Poo 760 Ws 680 We 15801: 1890 Wa 5401: 500Im WA 7601: 7401b6 680E 16821: 602 W3 MULLION.IT WILL YIELD A MINIMUM ANCHOR C.I U42ip.1.1.,126•Akm.(Ffg,4} WA WA WA WA WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY t AnotgrI FCep ft.SY 195fs 131: 224Sbs 4451: tarim 332We 473WS 1706, s ADDITIONAL ANCHOR OPTIONS FROM THE 1.16'MIA C.CJ FL11p(F4 67 240 W3 350 W3 WA WA WA WA 1901: WA WA WA WA WA 311 Ws . ANCHOR CAPACITY TABLE. ED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � ns CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROOUC!" :complylnswithm h�.Flufide BWldinil Code t6-d'11�i•4."k� FIGURE 1: FIGURE 2: TABLE NOTES: nccI'mco Too --I 1.008' �-- Bxpimtian Dale J?'Q11 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. Miu1i S t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3; �\\'���a'"1GENS••l��fl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750' �: N�,•' 4 '�' • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1'' No,68705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED q J l CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.76 AND BEA MINIMUM OF.125' C) S ATL-OF to.: THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.046•THICK(18GAUGE).STRUCTURAL STEEL TO BE AT• LEAST. - ,n`.'•,F;COR107`•'•, ���` LEAST,126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 5'X 2.75"X.850'MULLION . '�C��1 .,,.••' V * THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1"&S.OR410 S.S. �'rj rOhJr1I.. 1i� 771+I IIt It••S A.LYNN MILLER,PE. `a FL P,E.#58705 TABLE 5An Mullion Capacity Table[bee Opening Width(for senicaly-sperrirg mullions)or 0 oning Height(for hodmrda*spervirg mullions) p SO In 80 in 701n 40 In 00In 100 in 120 in 1101n 10D in Roof Tiep/Tdmg. Ranmgul. Twadang. Racl.gLd TleplTdug. Ractmgdar Tm{JTdene• ROclonedor T,. .0. Redanedor TtePM g. Rectangular Tnp/Mong. Ro,t&.wia/ %p/Tdalg. Roolangdm MWTdan. Loading Loawn loafing Losdro Loading" Load Loadn9 Lowing Load g load Loadng Loading Load Loadng L-In Loa 4 1"x 3.126"x 0 ro ro 0 ro 0 dn0 Loadro Loading 6Y v .600"Alum Tube Mull 6 c b 6� $ I< �` �§ $ �� - �• �� $yin 43 421n 170.0 820 170.0 435 170.0 744 170.0 470 170.0 SW 170.0 SW 170.0 882 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1480 Ing 521 170.0 1735 170.0 521 154.4 1802 170.0 621 J W 481n 170.0 700 170.0 524 170.0 850 170.0 604 170.0 882 170.0 030 170.0 1133 170.0 Oaf 170.0 1275 170.0 077 170.0 1417 170.0 0✓W 157.7 1577 170.0 660 135.1 1577 170.0 880 110.2 1577 170.0 680 _ (Y x 17) 50.625 In 170.0 747 170.0 563 i70.D 696 170.0 631 170.0 1016 170.0 604 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 141.7 1495 170.0 758 121.5 1495 170.0 750 1DO.31{95 170.0 759 W p Q 541n 170.0 797 170.0 012 170.0 BSB 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 168.1 1401 178.0 837 14g.5 1401 170.0 059 124.6 1401 170.0 561 100.6 1401 170.0 661 93.4 1401 170.0 601 co M R 601n 170.0 685 170.0 701 170,0 1083 170.0 797 150.5 1159 170.0 a78 138.7 1156 107.0 928 123.3 1156 166.6 617 111.0 1150 149.7 910 02.5 1156 144.5 903 78.3 1156 144.5 001 09.4 1168 144.5 903 F J 671n 170.0 930 170.0 745 159.0 1019 170.0 050 137.0 1049 155.5 600 11g.8 1049 141.7 046 106.5 1049 132.0 836 95.9 t04g 125.5 820 70.9 1049 118.3 020 65.5 1040 118,9 810 50.0 1049 115.9 819 t Z w m 7s ea In 168.8 955 170.0 789 130.0 055 151.3 801 110.1 955 1317 760 104.2 055 121.4 775 026 955 112.8 765 83.4 955 105.4 757 695 955 99.8 749 59.6 855 90.7 746 52.1 955 98.7 745 Wa $ j 7261 125.5 OW 134.9 697 107.0 003 114.8 082 91.6 603 101.1 OTO 80.3 503 91.2 659 71.4 501 83.0 649 642 003 70.0 6{2 57.3 6D3 722 832 {5.0 807 60.8 820 40.1 803 BD.7 827 177 v Z 761n 108.2 721 114.1 829 81,0 721 97.0 010 76.0 721 85.1 605 00.3 721 70.5 $BS 00.7 721 70,1 696 61.0 721 05.4 579 45.3 721 SB.4 SW 38.0 721 58.8 601 34.1 721 68.1 583 Q 761n 101.0 084 105.4 599 111.2 O8/ 09.4 557 722 984 75.4 $10 63.1 684 70.1 587 66.1 684 64A 656 50.5 tie/ 59.0 551 42.1 004 54.1 541 38.1 061 61.3 5M 31.6 064 50.6 534 Z ct Q N o BO In 0.5.0 514 07.8 458 61.6 614 67.7 148 {7.0 514 60.0 MO 41.1 511 14.6 437 78.5 514 10.6 127 329 SII 77.7 421 27.4 514 33.0 112 21.6 611 30A 100 20.0 614 29.0 103 U) Z 0 95 In 542 452 55.7 404 151 152 47.0 398 38.7 {52 40.9 390 11.9 452 36.4 364 30.1 452 32.9 376 27.1 452 30.3 373 22.0 4J2 26.0 385 19.1 452 7A.2 360 10.9 452 22.8 355 D >G 108 In 38.1 357 36.9 322 31.7 357 327 317 27.2 357 25.4 312 218 337 25.2 300 21.1 357 22.7 303 18.0 351 206 281 13.9 357 19.0 293 13.6 351 18.2 267 11.9 357 15.0 263 W N III In 35.1 376 35.6 306 20.2 336 30.1 301 25.0 336 26.1 280 21.8 338 23.1 202 195 338 20.0 209 17.5 378 19.0 264 14.5 338 16.5 276 t2.5 338 14.0 273 11.0 378 13.8 299 ai w V) 1201n 27.7 268 26.2 283 23.1 269 23.7 259 19.6 269 20.5 258 17.3 269 18.1 252 16.4 289 16.3 240 13.9 2119 14.9 240 11.6 250 126 240 9.0 289 11.4 270 0.7 289 10.4 232 Q X Q O O Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: R m O s 0 AnchorCa ecl Table Iba ma. ANCHOR CAP.,,,,,,,,` Su0s6aln 2.7a Concrete 15k cone. MctlDw tl4U FWed CMU PTWmd Mdd (DP)X( J=ANCHOR CAP.,,, Elte Elco W'S0Et0 5116'Elco I/4.86Efco 61DSt d 01261.1 Wz sl0el MULLION CAP.,,,,,,,,, Anehor Cllp Palbme AncAQType ale Elco lmracm vrE@ousracon ale FJco udram 111'Elcounrdcon ukww A A'for UInxw AMMUM screw(m)scan 05B snow(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 010anee on) 1• 2.112• 1' 2-Ur strs• 1' 2-VT 1• 2-vr r 3.116' r 048• 0.6r 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN E.wenent n 1,14• fate 1414• 1-yr r 1-v4' 1•v4 1-114• i-v. 1-114• 1-114- r tale' tare odes ACTUAL PRESSURE REQUIREMENT FOR THE 2A.hmQ 4.75Wa O.C./Slardard Q0Du1C9p(Rg.1) 3M IDS ago int 4501M am Its 1644105 2701bs 280 Its 354 IDS 74o1m 374 As 66/Ibe w6% 341 IDs 442 Ma E6D ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aahors®1.15'MIn 0.01 Olarmld(afClseUCYP 879 27 469103 7001as NIA NA NIA NIA 380100 NIA WA WA WA WA 682 M 866 IM 11x9 toe CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors®3•Mm.C.C./ 255 Angle Cap I(Fig 3) 790105 780105 Tin®s 15M Os 1896IDf 640tbs 56D tos NIA 7601bs 74810s Geo los •160295 682 es am IM 112D ICs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AnC OrS U 0.45•Min O.C.I UC •N10.125•Nero.ffffi 4) WA WA NIA IVA WA NIA WA N/A WA N/A WA WA HIA WA 1a7J Im CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnCnXI FCsp RIO 5) 1.- 1D51OG 27511 445x4 027 m isms 140105 177 os 37005 187 BM 332 Im 473 W4 110 Vs 221 9s 260 na ADDITIONAL ANCHOR OPTIONS FROM THE 2 AfxtUrs D 1.131'Mtn 0.01 FCV O 210 M 9501b5 NIA WA N/A NIA 190 Cs NIA WA NIA WA WA 311 Ys 1@105 560 9s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RIiVIStiD m complying with aro F7aift 1--11.0001-i Bntlding Cad. FIGURE 1: FIGURE 2: TABLE NOTES: Amplanco Nu 16�ZIg•O� Huimums Dale �J,021 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, W Dodo Product, 1(11111117/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS'=ALLOWABLE, 3.125' \�� pC�� 1l� 11r FIGURE 3: ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ; ` '�1Cf_Ns' '• 'P't,�' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 z;: /J 1Ju.5Li705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED "-'0 '•, I% U b Ul FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' %'f� 5(X(E C7,' • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT 1'X 3.125'X.5'MULLION /,,•• FL 0110 , (1'VF MULLION) r SCJ LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �t S,"'••••"' THE MATERIAL.N10&N12 ANCHORS INTO WOOD MAYBE STEEL.1B-8 S.S.OR 410 S.S. 711 55�ON A�-151• A.LYW&LER,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table(IbsIM) Ti:( Opening Width(for eerumay-spanning muolons)or Opening Haight(for hlorizonletty-sparWng MU110m) 601n 601n 70 In 1 EON go in 1001. 1 1201. 140 in 160 in t7 O Rectangular TroprOlong. Rectangular TrapRderq. R«1mWwr TrapRdmg. RW ngulu T"Ism ng. R«langular bawd-g Reclongder Pap/idang. R«Imgular TrapfTdmW. RmtangW,r ImprTd.nB. Rectangular TrWTdeng. �4i o; 1 a 4 z.126 L..Wv Lading la.dna Laudn9 Lowing LondnB Lmedn9 Loadno Leading Loading Ladrp Loading Lcadng Laadag LwdnB Loedn9 laednB LaadrlB c Y O Alum.Tube �- �•^ '„ Mullion �� � � � �� � � �� � � � � � ja a 00N s � '4111 s1 1 o � 421. 170.0 620 170.01 435 1170.0 744 170.0 1 478 170.0 689 170.0 We 170.0 992 170.0 519 170.0 1116 170.0 521 770.0 1240 170.01416 170.0 HU 170.0 521 145.8 1489 170.0 521 127.6 1469 170.0 521 J W 40 In 170.0 7oa 170.0 52/ 170.0 850 170.0 604 170.0 092 170.0 030 170.0 +133 170.0 661 170.0 1275 170.0 877 166.3 1303 170.0130.] 1303 17D.0 680 111.) 1303 170.0 880 97.7 130.7 170.0 660 50.625 In 170.0 717 170,0 603 170.0 890 110.0 631 170.0 1018 170.0 66{ 170.0 1186 170.0 723 138.1 1236 170,0 717 140.6 12]6 170.0117.1 1236 170.0 766 100.4 1236 170.0 758 67.0 1236 170.0 750 W C) U In 170.0 707 170.0 012 170.0 066 170.0 691 170.0 ilia 170.0 754 154.4 lice 170.0 603 1371 1158 170.0 037 12].6 1169 170.01029 1166 170.0 681 631 1156 170.0 661 77.2 1168 170.0 061 m M F 601. 170.0 885 170.0 701 168.7 1042 170.0 797 142.9 1042 161.1 532 125.1 1042 148.7 915 1111 1042 136.8 eat 1ln.o 1042 130.203A 1042 125.1 762 71,6 1042 125.1 782 025 1042 125.1 782 tO 631. 170.0 930 170.0 745 1511 IA2 183.6 we 121.0 992 144.4 709 113.4 992 137.0 761 ma.e 992 121.4 768 90.7 962 114.6les 992 105.4 745 04.8 992 105.0 744 50.7 992 NSA 744 5 66 in 166.1 047 no.0 lee 127e 047 145o 1m He.f 047 131.3 7" 103.4 047 117.7 752 9t.9 047 108.7 738 82.7 947 702.263.9 947 95.1 713 6971 047 94.0 711 61.7 947 w.o 711 Z £ 4�? 121. 135.0 049 1/27 777 1132 849 121.6 722 97.0 619 106.0 708 $4.8 549 96.4 606 76.6 016 88.7 066 67.0 849 62756.6 149 76.3 659 43.6 049 72.6 052 {26 049 72.1 831 ? d 761. 113.6 762 120.7 665 98.3 762 102.11 652 92.6 782 00.0 640 72.2 762 50.9 620 611 702 741 620 57.8 702 69.246.1 782 61.8 602 4173 762 59.6 607 36.1 702 59.4 595 J U)& dZ 9 761. 100.9 724 117.4 634 89.0 724 04.6 621 76.3 721 62.9 609 66.0 724 74.4 590 59A 724 60.1 691 53.4 724 63.4 44.6 724 57.3 573 352 72{ 61.3 687 33.{ 7T{ 67.1{ 665 J 9D In 09.6 643 71.8 163 66.0 SN 60.7 474 49.7 643 52.9 188 43.3 6/J 47.1 168 70.0 S/3 42.0 462 04.5 6/] 78.6 29.0 61. 34.9 NB 74.0 613 721 430 21.7 543 30.7 420961. 57.3 478 66.0 427 47.6 4711 49.7 4t9 40.9 4Ta 431 412 36.8 476 38.5 100 31.8 476 34.8 400 28.7 476 320 23.9 478 28.1 308 20,5 478 76.8 380 17.9 475 241 376 U) u) �' �105 N 40.3 317 41.1 341 33.8 317 34.6 335 28.8 m 30.0 330 25.2 377 211.5 325 224 371 12.0 321 20.7 317 220 m.e 377 19.0 1110 12.4 Jn tzt 304W1171. ]7.l 387 117.8 lz3 lo.a 387 lt.e ale 263 ls7 x7.11 3+3 232 357 24.4 309 20.6 367 22.0 305 ms 357 gal 1144 ls7 17.4 281 LY X Y Y 12D In 29.3 306 29.e 179 x48 Joe 26.1 x74 21.0 ]oe 21.7 270 +ea 306 192 207 fe3 Sae 17.3 2811 U X ¢ O O 1121. tt.D 212 17.2 196 m� rn 02 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Anc or Cavacltv TableJibs) 0u"'tmle: 2.7k Central. 3.5k Cane. Hod wCMU le CMU PT Woad Motel (DF„)X( )=ANCHOR CAP.,,, 5116'Eke 174'88 Eko 6118'Elco II{'99 Eloo e10 81ee1 912 Steel 612 (135 MULLION CAP.,,BTA Anchor Cllp Patterns A«Imr Tylm: vfr Eko Nlracon v/•Eko 1204«m tA9man 118'Eko UlBxm 124•Ek.uw,can ABpnOawr U16aeon A99t.Gata acmes(O6)sane(as) 8er4w(CS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gstan.a Mk r 2.117• r z-1/2' 3.118' 1' 2-trr 1• 2-IR• r 3•1tr 2• DA88 0.54' D.a24• CAPACITY REOUIRFJJ'CORRESPONDING TO AN Emdwnml(N): fair 1-3/4• 1•S 4 late z 1.124' faro 1•+1. 1-124 1412/ t-tr4 r tar fa a .ado. ACTUAL PRESSURE REQUIREMENT FOR THE 2Ah-94.76'MN.O.C.I Standad ar OMst C.p fflB90 .1327 39018) 39,s 450M 890 Ibs 16441112 270104 280M 354 IM 740 La 3741"' 664 tea wows 341M 442IW 580M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A«ha,@ 21S MN.O.C./61aM.rd(or Oheq C6P(FIB.3y 700 M 700 M 580 M 1410164 952 M WA we Ib. WA 630 M WA We lea WA m2 M we ib. t 1214 w. CAPACITY(FROM THE TABLE)OF THE SELECTED B Anotm a®1.15'Mh.0.0./Slendard Lovell Cap(FIO,41 060 w.. 14001"' WA WA WA WA 7601bs WA WA WA WA WA 13e3 M 1170 ws 2240 IIA MC N.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor,Q y Mtn O.C.1(2)2r5 Argle UP/(Fig.61: 7800. 160 rb. Now 15601"' 1e98 na 510 M. 560I"' WA 760 M 7481"' 080lbs 1892lb, me w B8S Ib. 1120 M CAPACITY WHICH MAY Bt USED R QUALIFY THE 6 Aachen®3•AUn.O.C./R)2146 Angle Dips/(FIB.BY II7o Ib, n7o I"' 1020 M 2340168 2044 M 810 M $401"' WA l too lb. 1122 04 1320%s 20381"' fo22 M 1327 I"' leen IF. ADDITIONAL ANCHOR OPTIONS FROM THE {Arcllpm®0.45•M1..O.C.11.1431A%10.1 26•Akm. WA WA WA WA WA WA WA WA WA NIA WA WA WA 1pO M ANCHOR CAPACITY TABLE PRODUCI'REVIsm 2A«tam®2.x5'MIn.1.11 F1,(Fig.B7 750M ]601ea 290M TOSM 178M WA 280104 WA ]ISM WA /401bs WA wtM 4121"' 8601"' as complyln6 with Wa Florida {Anchors 1.15'MN.O.0/F1 (FIB.B)'. 48004 70004 WA WA WA WA 3801117 WA WA WA NIA WA m7M 8851"' 1120M 1000, Ouilding Cedc�(P'C'Z)8,0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ') �` Aceeptanec 1Vo 3 2xpimli0n Date ��) TABLE NOTES: ByF 9 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mteml do o 11.. I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\\ ..1.. I/// • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ; \*O\N1/��� .•,••, ENSF 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. = � •'\,\G •.,� • • • it • • • • • • • 4.000' ='r7.: ,40.56705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLESL _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - 7_• FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. •)1•,a' 6 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :,TATE T CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' %�`�•.,•FLO(ttDl^.,'•��;. SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.126'THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK _TX777 rs�olr�)n�- ANGLE CUP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8 1'X 4'X.125' A,LYNN MILER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.4 58705 TABLE 7A e Y Mu9I0n Ca ac( Tabte tbetR7 ��� Opening Width(for tvrticaW-sperril mullions)or Opening Haight(lot horizo 9aey-spanning niLgons) 1-� So In 601n 701n 891n go in 100 in 1201n 1401n 1601n 41 a{ Reataaff4ar T7aprTdan(b Reatenow TmprTrinnp. Ra«taapdel Tf-p'TtlenD. R-danDular TTO eng. Rectanwar Tra 1X4 PmingD. Radenvul TiLeadinng. Rcneligg hgpt011 tkeading 7rLeadrill Reur,p,fsr Tmamaing. O Alum.TUbe WednO L°°dn0 LggdnD LoaAnO I.w9ng Leading IagMD loaMp Wedn➢ Leading •lnsdnD Leading Loednp LggAnD LogBnD LondnD L«dtp lnedrq &^T Tm, p $ 6g $ a MullionO rS� � d� O 115 Og cS 6 Off' d � {S � �" O d� cY � �� _ a _ IainI I U) 421n 170.0 610 170.01 437 170.01 744 170.0 470 170.0 No Ott) 608 1170.01 992 170.0 619 1170.0iS94 170.0 621 110.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 621 170.0 1083 170.0 521 40 In 170.0 708 170.0 621 170,0 8S0 170.0 654 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 077 170.0 1417 170.0 880 170.0 1700 170.0 060 170.0 1903 170.0 460 151.8 2024 170.0 650 Uj _ 50.625 in 110.0 747 170.0 683 170.0 888 170.0 63t 170.0 1048 170.0 884 170.0 1193 170.4 723 t7oA 147 voa 1497 27.0 756 170.0 1793 170,0 760 i6e.0 1018 170.0 756 136.6 1919 170.0 765 611- 170.0 797 170.0 012 170.0 856 170.0 901 170.0 1118 170.0 761 170.0 1275 170.0 603 1 170.0 837 170.0 1594 170.0 050 159.9 1789 170,0 881 137.1 t799 170.0 881 120.0 1799 170.0 681 Ul O 0 60 in 170.0 065 170A 70t 170,0 1063 170.0 707 Ilea 1240 170.0 876 170.0 1417 170.0 M{ 170.0 098 155.6 tat) 170.0 103] t29.6 1819 170.0 t083 111.0 ItiiD 170.0 1053 97.2 1818 170.0 10638301 I7D0 934 170.0 745 170.0 Nib 170.0 850 i70.0 1302 110.0 940 170.0 1408 170.0 1018 170.0 1076 14La 11812 170.0 1122 117.5 1642 188.8 1168 100.7 1642 157.8 liar 86.1 1642 107.8 115768 M 1700 974 170.0 788 170,0 1168 170.0 803 170.0 1364 170.0 1002 160.8 1472 170.0 1088 . 2 185.6 1148 128.6 1472 160.8 1170 1074 1172 147.8 1108 91.6 1477 148.0 1101 80.3 10.2 116.0 1101 72 to 170.0 1063 IIo.O 879 170.0 1275 17p,0 2009 156.0 1320 168.2 IfOi 1720 132p q8.p 1082 117.J 1320 iJ7.0 1066 105.0 1320 126.8 7018 80.0 1]20 117.0 1024 76.4 7510 N28 tOfl 881 7320 712.6 1073 ? _ 76 In 170.0 1t22 770.0 017 149.8 1154 159,1 1013 1202 1184 USX 894 112.2 1154 125.7 078 99.7 1164 110.3 064 89.8 1184 107.5 052 741 1184 47.6 935 44.1 1154 93.1 S27 5&1 1164 923 026 N 79In 166.1 1124 170.0 967 136.0 1124 147.0 066 118.0 1124 128.6 047 103.8 1124 115.0 131 023 1124 105.5 918 03.0 1124 96.5 906 69.2 1124 690 690 59.3 1124 04.3 081 51.8 1124 83.2 570 Q -f J r Win 168.1 BN 777.3 Tao 90.1 644 94.3 736 772 814 02,1 724 07.6 644 73.1 7f2 W.1 ON 645 702 64.0 80 61.4 893 45.0 644 64.2 876 30,0 844 $0.0 668 33.8 ail 47.7 682 Q O 961. 80.1 742 81.5 663 74.2 742 77.2 652 838 742 67.2 Set 55.7 742 69.8 631 49.3 742 64.1 422 44.6 742 49.8 614 37.1 742 43.8 600 31.6 742 38.8 690 21.0 742 37.8 5MJZ 0.p p I -1ffi a 1091n OT.S 1471 B].B 630 62.1 386 63.8 621 44.7 689 48.8 513 19.1 688 11.1 505 N,0 668 J7A /914 31,3 SBe N2 482 26.1 680 29.6 4DI 221 698 26.17 472 19.6 680 24.7 488 ill 87 $7.8 68.8 503 4&0 555 4046 493 02 655 422 487 38.0 655 38,0 400 32.0 666 34.2 413 281 555 3t.3 487 24A 50 27,1 457 20.8 555 24.3 448 1&0 565 22.4 442 x Y X 1201n 4&8 46.4 433J8.0 475 J9.0 129 328 475 577 420 285475 29.8 414 25,3 476 26.6 409 228 475 24.5 404 14.0 476 21,1 585 to'1475 18.7 387U X a O 144N26.4 20.7 305 22.0 770 221 JOi 1&0 330 143 297 16.6 J30 171 293 c < TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 Anch4kcaar ac! Table Ib• ANCHOR CAP„o,,,, �- Aa ba SuWireie: 2.11 Concrete 3.58 cane. Hr9gv CMU Flied CMU PTYA,od Metal (OP„)Xt ).ANCHOR CAP. 8 WV Elea 171.88 Ek0 y10'Elco iM'68 EW 910 St«i Ill steel 812 Sleet MULLION CAP.,,o,,,,,, Anchor Clip Pedeme 'u"t1°`Typ°' 3156 Ekauttl«an iti'E1ce U8racal u8man 3<t8'Etce Uitrnan iti•Eko utlrocm ADBra0aw urine- A99MG81M so"(05)Scn:w(GS) scfaw(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Dlslan«(In). r 2.1rrMMAWA -tIW 3.116 1' 2-172 P 2.11r r 3.116 r 0.48• 4.M• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embodmont lar 144 1314` 3x4• r 1.814' t-u1' 14A' 1414' 1414' 1-114• r 1376 1.316' woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ambers Q 4.751 Min,O.C.l smndud«offs e1C8p(F18.1821 390 bs 390 b3 80108 14441W 270 lbs 28014 354 lbs 740 lbs 374168 lbs 01450. 3411@8 44214 690 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchms @ 2.25'MBt.O.C.t St r4wd(aeofRat)Cap fig.3}: foo 9fe Too rW 1614 952 lbs WA 560 IDS WA 630 tos WA ow lea WA 662 be 8857be 1120 r. CAPACITY(FROM THE TABLE)OF THE SELECTED aAnctale®1.15 M45.O.C.I Slendard(0.r Otep Cop(Fq,1): 1180 be 140014WA WA WA 700113 WA WA WA WA WA 136314 1170 The 2210 be MULLION.iT WILL YIELD A MINIMUM ANCHOR 4 Anchors 0.rMin.O.C,1(2)2s5Aiple Ck"I(Fig.s}: 780@8 r8t}9ss 60let 1090 ft 540188 5600» WA 760 bs 748 Me 880)4 18921@8 652 f4 US Ih f120bs CAPACITY WHICH MAY BE USED TO OLALIFY B Arc hale®3•MIe.O.C.1(2)285 Anala dips 1(F10.6} 1170113 11701be /0113 2844 W 910 W 6 14 WA 114014 1122113 132014 263814 1022 W 132714 1690113 ADDITIONAL ANCHOR OPTIONS FROM THE 4 An:tp 49 0.45•M81,O.C.t U43ip,MAW Alam.(FID.7): WA WA WA WA WA WA WA WA WAWA WA WA RIA 143024 ANCHOR CAPACITY TABLE. 2 A-ahare Q 2.25'Min.O.CJ F-01p IN,BY 35014 350 bs 85 Ibs 47a lbs WA 2a014 WA 3W WA 440113 WA 341 bs 44214 560113 PRODUCT REVISED 4 Ahare 421.15'M8,.0,CJ F-01p flo e7 460 tbs 700 bsWA WA WA S50l W WA WA WA WA WA 68214 6&S Ila 1120 be as camptyhig with Uu Florida NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Budding Cade -� 1.962 -� 7.000° f- Acaapmnco N.16-ID*Z .o P piml Dau X21 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Nam'D0d0 Froducl • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. (11 I I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��� �.(LYNN RIq/4rrr • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4t n SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' a171 4.000' SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No,59'!05 FIGURES: FIGURE6: FIGURE 7: - /'�p • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =_`;aL.�• & fU z GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE 4/:: • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • •'•, t-t8 0 • • 6063.76 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' '•.rlARtO�'. �Cj� THICK 18 GAUGE).STRUCTURAL STEEL B T t 2` CK C ' ,375' %4CS' ',.. ..,• r\•; ( ) TO BE EAST.i b THICK AND A36.ALL ANCHORS T r7r711}(.$1 A ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 V X V X.375' I V X 4'X.375' A.LS'NN�MILLEF�,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A ammi Mullion Capacity Table Ib91Rs :1 Tei n Oponing Width(for HerDcely-sperning mu®ore)or Opening Height(for horizontally-spanning mullions) i12 501. 60 in 701n 00 in 80 in 1001n 12 In 1401n 160 in Raclaler TrepRdang. Rectmpder TmpRnanO. Rectangular TrepRdmO Roctanguler hopRdanO• R.11 IA., Tmpr0lenp. Rectangular Trap/rdan9 R.I.n0"Isr hapRdenp. Reclanp/or TmpR lelp. Recten9aler TnpRrlmg. 4 1.26"% Loading LOadmg LoadinD Loading Loatling LoaAig Loafing Lnadn9 Loading Loedutp Loafing Loafing Laadng Loafing lnedng Lasdng loaning Loading Ex 3.188"x sip• y�$• o LL .266"Alum ,�gjg fig.. ;�y8 ` $ ` O dN Tuba Mull � � 6 � � d � r9� d� � o m F- g I I . Igo 1111 1. � z � O 421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 669 170.0 508 170.0 992 170.0 310 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 521 161.6 1789 170.0 521 481. 170.0 708 170.0 524 170.0 650 110.0 564 170.0 002 170.0 ti]0 170.0 I131 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1648 170.0 080 132.7 1646 170.0 630 116.1 1645 170.0 1100 50826 In 170.0 747 170.0 561 170a 898 170.0 631 170.0 1015 170.0 684 170.0 1165 170.0 723 170.0 1346 170.0 747 167.0 1486 170.D 755 139.2 1468 170.0 760 119.3 1468 170.0 766 101.4 1465 170.0 756 � n� to &4 In 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.D 1275 170.0 603 163.1 1378 170.0 537 146.5 1375 170.0 856 122.3 1376 170.0 861 104.5 1376 170.0 881 01.7 IJ79 170.0 861 m fA C3 O 601n 170.0 335 170.0 701 170.0 1063 170.0 787 156.9 1155 170.0 576 139.0 1156 167.4 930 123.6 1158 166.8 910 111.2 11511 150.0 912 82.7 1160 144.5 005 79.4 1158 144.8 905 09.5 1155 141.0 905 W J (13 In 170.0 030 170.0 745 180.1 1051 170.0 850 137.2 1051 155.9 802 120.1 1051 1420 848 100.7 1051 112.3 637 08.1 1051 125.7 810 60.1 1051 119.5 622 68.6 1051 110.1 821 60.0 1051 119.1 021 N Ba In 167.1 957 170.0 769 119.3 967 161.6 805 119.4WI 134.0 790 104.4 057 121.6 777 02.6 957 112.6 757 83.6 957 105.6 759 60.6 057 100.0 760 50.7 857 98.0 715 622 957 BD.9 746 Z J g 721n 123.7 801 175.2 608 107.7 004 116.2 864 91.0 BD1 101.3 671 80.1 504 DI.1 680 77.5 001 61.1 650 81.4 604 70.8 843 63.6 801 72.7 631 46.0 304 00.0 BZ_480.2 001 68.6 679 j nSZ 76 In 109.1 722 114.4 630 91.2 722 87.2 616 70.2 722 05.3 006 69.4 722 76.7 596 80.8 122 70.3 See 61.7 722 65.6 5110 45.6 722 59.6 670 39.1 712 66.7 665 34.2 722 60.2 664 5 781n 101.2 653 108.5 800 84A 605 69.6 668 123 866 76.6 677 87.3 605 70.6 685 66.2 683 64.6 600 60.8 865 60.1 663 12.2 003 61.7 5/J 35.2 686 61.4 637 31.11 888 60.7 670 •'- .�- ~ ry ¢ rn o 901n 65.9 615 80.0 457 64.0 515 57.5 449 47.1 516 50.1 441 413 515 44.7 434 38.0 515 40.8 428 33.0 515 37.4 422 21.8 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 Q X Z N 96 In 54.3 453 55.6 404 45.3 463 47.1 301 30.6 453 41.0 391 33.0 453 36.4 385 30.2 453 33.0 370 27.2 IW 30.4 374 22.6 453 26.6 368 10.4 453 21.3 360 17.0 463 229 350 ao§O � w� X08 1081n 38.1 353 39.0 323 52 71.8 358 328 318 27.2 350 26A 313 238 750 25.2 306 212 350 22.7 304 10.1 358 20.8 700 15.0 358 16.0 293 fLigJ 111 h 35.1 375 35.6 306 29.3 3711 30.1 301 25.1 338 10.1 297 21.0 379 23.2 203 19.5 336 20.1 261 17.6 338 10.1 285 (L' > 18) 1201n 27.6 290 28.3 164 23.2 200 23.8 260 10.0 290 10.8 759 17.1 290 162 253 15.1 200 16.4 219 U fV Q O O 144h 16.1 101 1 16.3 188 1 1 92� Zm(A TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCeaci Table tba ANCHOR CAP., , m w Sot.Uala 2.7k U.,de 35k Cmc. H00as CMU F01ed CMU PT Wood Mdal (DP,)X( )=ANCHOR CAP.,,, 91C E1r0 111'55 Eko SIC Elea 114'33 Elco NiD Stas 1/125105! 4412 610-CII MULLION AnctlorCllp Patterns Mclior TYDa 3/1C Elco utracm v4•E%ouslacm USmcon O/fC Ocot9lram V4'EtcoUOtacm A,00da uerxm AWmDdor S,-(m)Sc-(05) SCHN0USE THIS FORMULA TO OBTAIN THE"ANCHOR EOW Clslarce(1n) 1' 2-117 1' 2412' 31ar 1' 1 M2.1171.' 2-VZ 2 340 7 0.48• 051• 0.321' CAPACITY REQUIRED'CORRESPONDING TO AN Embeonenl n ta14' IV4' taro' I_T4• 7 t-V4• 4• 1.110 1414' 1.1/4' 7 tare• tare' vales ACTUAL PRESSURE REQUIREMENT FOR THE zAnclnn®4.7C Mtn o.c./sloMall a o6sel cOp 670 t) 1190 ps 3m%5 450 bs 800 bs 1644 bs 270bs bs 710 t6 3r/bs 661 Im 946 ms Jit Ios 442 tm 560 Da OPENING,WHEN ITIS LOWER THAN THE MULLION 4 Archon @ 1.15•Mln O.C./Stmmrd or olaeq C (Fl9$ 400 bs 7m bs N/A WA NM NIA A WA NIA WA WA 182 bs 655 bs 112abs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anton®3•Min,O.C./(1)215 Angb C9 (DI!9) 78D Ibs 780118 (80 bs 1590 bs IWSess U010s A 760lbs 740 bs 88D be 18929s 652 Ms 805103 1120W MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcron Q 0.45'Min.O.C.I U Cip.Inla.12U Akan.(Fla 4) N/A I0A N/A WA NIA NIA IA WA WA WA WA NIA WA 1430 Os CAPACITY WHICH MAY BE USED TO QUALIFY t AmhwI F4:Up(R9 51 U6bs 1951bs 25 bs 445IM 822 rm 135lbs bs 3101bs tel bs 332 IIs 4731ro 17obs 221 Its 250 bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arclon Wt.ltr Mln O.CJfLe g6y 240 bs 380 Dar WA WA NIA NM IA WA NIA WA WA 111 bs 111 Im 560 Us ANCHOR CAPACITY TABLE PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m complying with dw Plan& lluilding Code L6„CZI O FIGURE I: FIGURE 2: I-1.250'--I Acc0p1et1ce loo S• 3 TABLE NOTES: B7 imp 1im Datc 4621 �J7lY/)hod • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mie,n1 o horbtct \111111!1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. `\������( LYNN FIGURE 3: 3,188' r,•'\,\GFN,gF '•,`'� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE F. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'.'r: BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285 _ Mu.58765 r " /� IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 � (�' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-B0.WOOD SHALL yA�•; rl BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE ,\1 L O �/•,J,:' • 6063-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25"X 3.186'X.265"MULLION '(��C' •''��OR101�'. (-0� • .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL (1-1/4'VF MULLION) `_+'/ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. II`7I�NA�• 1+\ • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. A.LYNNMILL��,P.E. FL P.E.H 58705 TABLE 9A Mullbn Ca aoity Table(Ibuff11) Opening Width(forver9ealVapanrdng mullion)or Opaning Haight(for hcrtzonla(yapernlrq mt10ons) F� Spin 601. 701. 9oln 90 In 1001. 1701. 1401n 160 In < 1.26 x 3.26Rect.g tv Tmp/Tda.O Rmlon9dar TreprTMnpReaniunr Tmp/TderRclupnar TnprTMw9. Rnclnpinr TnprTmn9R.-gutTnPrTdanRacnT-PrsihnaR.W,wtar TraW9g9 Racarp4ar TeJTd x.100 Ladq Load" lmdn9 loding LoWkp Ldq Lmp L.adp LmdnO Lmdrp lndn9 Leading Lmdrq Ladnp Wading Wading Lmdn9 Lmdnnp p. Y08C yn6 qn6 ��gnFytp•. �tOG• �0n6 ntp 'pan 9116 yA0• ytR• yah '0116 y�&• 'pap ytp• yn6 �aOQ 'Da& 6 Alu Ed lllonbe U Ups OF0,11 @ � 0 p0�- O Og tl pOH 0k� p` 0 �' 0• kO` pQ� Op` 0 g0� k�' � 0 p�' 04 a n1 n11 , �� a� �� i� �� a� 3� C� �� a� �� � Z 42 in 170.0 920 170.01 435 170-01 744 1 170.0 478 +70.0 068 170.0 508 170.0 992 170.01 510 170.0 1118 1700 521 153.3 1118 170.01 571 127.7 11181 170.01 521 109.6 1 1110 170.0 521 95.6 11111 110.01 521 I 170.0 700 170.0 524 170.0 BSO 170.0 604 167.6 978 170.D 630 1/0.1 978 170.0 861 130.4 978 170.0 677 117.3 918 170.0 680 97.8 978 170.0 1150 B3.8 078 170.0 880 73.3 978 170.0 880 J 170.0 747 110.0 683 170.0 886 170.4 831 130.1 921 170.0 Bbl 1319 027 108.6 708 11).2 977 159.1 699 100.8 827 166.3 090 87.9 927 156.3 695 76.4 .971 156.3 685 65.9 927 156.3 895 (n 170.0 707 170.0 012 161.5 BB9 IT0.0 691 137.5 968 167.9 683 1113.9 809 141.8 689 161.0 889 154.0 660 82.7 969 129.8 651 77.3 669 128.8 852 88.7 889 176.6 832 117.9 BB9 120.8 852 m O O Q 143.2 746 153.8 534 119.4 718 O.S 620 102.3 748 117.6 606 89.5 740 f07.8 589 70.6 748 101.0 692 71.6 748 96.6 687 59.7 746 93.3 583 511 748 93.3 683 44.6 748 613 593 � � M � 123.1 977 137.0 679 103.1 977 1132 566 60.4 917 100.1 655 77.7 677 91.1 616 88.7 677 85.7 039 01.9 077 81.0 6th 61.8 11/7 77.0 619 41.2 077 76.7 529 38.7 BTT 717 619 J IOr.6 617 114.1 830 59.7 011 07.8 518 78.0 617 68.3 500 67.3 917 78.3 800 59.5 617 77.8 494 63.6 617 68.7 409 11.8 517 64.4 487 384 917 63.7 482 33.8 917 63.7 492 j a 82.9 516 87.1 160 89.1 618 749 140 502 818 85.2 472 61.6 510 68.0 425 46.1 618 61.2 419 41.4 619 50.7 411 31.5 516 46.5 408 29.6 510 45.0 105 76.9 519 13.0 403 Z _j? 70.5 465 ILI 406 58.7 465 02.0 3B8 50.3 415 54.9 300 44.1 465 49.4 391 389 463 45.3 376 35.2 185 17.2 311 29.4 465 38.5 387 25.2 465 35.5 384 22.0 406 35.2 303 _j 65.2 441 08.0 387 64.3 441 57.7 310 489 441 50.8 372 10.8 441 45.4 306 36.2 111 41.6 380 326 441 38.7 356 27.7 Nt N.9 ND 77.7 /l1 37.1 718 20.1 111 727 N6 J Z 42.4 332 43.6 296 35.4 332 37.0 289 30.3 332 32.3 284 26.6 312 28.8 280 23.8 332 26.1 210 71.2 332 24.1 272 17.7 337 2I.3 206 15.2 732 19.8 262 11J 7]2 16.1 200 ¢ O r O Q C 35.0 2D1 75.9 260 29.1 201 30.3 256 25.0 291 25.4 267 21.9 291 23.5 249 19.1 291 21.3 211 17.6 201 10.6 741 14.8 291 11.1 2JB 17.6 291 15.6 232 24.6 270 25.1 208 20.6 230 21.1 205 17.6 230 16.3 701 13A 230 10.2 IBB?2.8 219 77.1 197 189 215 10.4 101162216NZ0 17.9 107 18 2 170 11.0 197 15.5 lin X �Y TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. � K`O�0 Anchor Cape ITable Ib9 � --J ,o,,,,, D" bma .: 2.7k Ca mte 3.59 Core. H.6-CMU Rled CMU PT Vi d Mehl (DP„)X( >=ANCHOR CAP.- 5110•EIw 114'8S 0.5118'Soo 114''e Exo 010 61e1a 812 61ee1 9125 MULLION CAP.,,,,,,,,,,, Archarype: 3116'Elw Ulhacan 114'Eko Ulhmm 3110'EM Ultmcw 111•Elco UBmcm USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor CUP Patterns UOncw Ap9mGamr Ulbmm A17geAanr 8ctew(G5)ScreW(G5) ScmB(05) Edge Distance pnF T 2-112• 1 1• 2-11r 3-IM 1• 24Ir V 24/r r 3.116• r 0.46' 1 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(n' 1-L4' 1.11. 1-3/14• 134 r 1-111• 1-1/4' 1.114• 1-111• 1-1/1• 1-114' r 1'76' 1-76' 38rlas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'Mn.O.C.I SIaMmO or Offset Clip(F19.11: 3901- 30051. 450 i- 8906. 1844 Na 270 ms 2a01Do 351 It. 7401- 374[be 664 rb3 916 Ibo 341 lin 1 4421- 590 Da OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors®1.15 Mn.O.C./Smndard(or OBet)Up(Fig.2), 4801- 100 Ib- WA WA NIA WA 380b WA I NA wA wq WA eel ms 6831- I'm ma CAPACITY(FROM THE TABLE)OF THE SELECTED {Amhas®J'7AIn.O.C./Q)735 An91e pgSl lFq.3): 7801.^ 70D I- 600911 1560 Ws 1890 tea 54D Ib3 560 I- wA 7801- 740IOs BBD ms 1882 rA 682 IDs 6651- 1170Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amhm Q 0.51•Min.O.C./U...Inb.f00'AWm.(Fq.41: WA WA WA N/A NIA WA WA WA NIA WA WA WA WA WA 050 Do CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhor/F-clip(Fig.6): 1859» 1931- 2251- 445 Ib. 62217- 135100 140 W 1771- 370 Its 1671- 3]20» 4731- 1714 w4 721 I- 260 en ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancicrs 1.15'Mn.O.0 I Falp(Fig.6): 210014 350 Ib5 WA WA W. WA 1901- WA H/A WA WA WA N11W 4421- 6501014 ANCHOR CAPACITY TABLE. pRODUCT REVISED to complying with the Florida Beild'e1g Cock FIGURE t: FIGURE2: 1260' Acmpl.na TABLE NOTES: Lx�11 a • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ly ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��� ( LYnrr FIGURE 3: 3.250" •"'••• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,,�, ,•'•��Gl:t•t1F •.•n � 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. _ V" IJo.60706 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ I, GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AST-C-90.WOOD SHALL .100' ..L1 . g W (if FIGURE 4: FIGURE 5: FIGURE6: �• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE y-A;:;p • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ✓•. ;` .045'THICK 16 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125'THICK AND A38.ALL ` �� .,.•• .\ . • t! ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.1110' ON A. #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,IM S.S.OR410 S.S. MULLION ��LILL 3 YNN MILLf?f?,P.E. • PL P.E.#58705 TABLE 10A _ Mullion Capacity Table(Ibafte) Opening VAdth(Iorwitice"ponning mullions)9rOpening Haight(for horizonsallyspanning mullions) �•- So in 50 in 70 In 60 n 90 in 100 in 120 in 140 h 160 in 116X3$6 RaclvnpWer Trapiniang. RactangWar TnpR,nng. Redanpula iupTdanp RaelanguW T,.prrdang. RananpWar T.WTd.np. RaelanpWlr T,WTdang. Ramurguly 7nP/idang Raclanpvlar Tnpldanp. ReclugWer Trap/irian9. O d Lafmp Loading loatln Loatlin lnad' loa" Loldinp Lodi loath Loa X.624 0 9 1 d'ne np np ding Loading Loading Loading Laadmp Load'np loading Loading loatlnp Y O Alum MuIlion Tube r .n .b• .a .b' �'= = .. £,. �' ? % '„ a .n k'� .e €,. € .< s p s" r� .e .E as as a � asp asp fa" � �a ash as ash as ti =� as �� asp as s� ass as o �a 421n 170.0 620 170.0 436 170.0 744 170.0 476 110.0 US 170.0 506 1700 992 170.0 519 170.0 1116 170.0 521 170.0 1210 110.0 621 170.0 1488 170.0 621 170.0 1735 1700 521 170.0 19113 170.0 521 481. 170.0 Toe 170.0 624 170.0 860 170.0 564 170.0 992 170.0 630 110.0 1133 170.0 651 170.0 1275 170.0 677 1170.01 1417 170.0 580 170.0 1700 1700 680 159.71 1975 $700 600 148.6 1879 170.0 660 _ _ 50626. 170.0 747 170.0 563 110.0 896 110.0 631 170.0 1046 170.0 604 170.0 1195 170.0 127 170.0 1315 17D.0 747 170.0 1494 170.0 166 170.0 1791 170.0 766 152.5 1977 170.0 766 737.5 18/7 170.0 766 r2 o -1 s 54 In 170.0 791 170.0 612 170.0 955 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 037 170.0 IS91 110,0 OS8 156.4 1769 170.0 861 171.1 1759 1700 661 117.7 1769 170.0 861 6D In 77D.0 885 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 076 170.0 1417 170.0 944 161.1 1511 170.0 996 1/S.0 1511 110.0 1033 120.6 1511 170.0 1063 1016 1511 1700 1063 90.6 1511 110.0 1067 F (A 1,0 J 63in 170.0 930 170.0 746 170.0 1116 170.0 860 170.0 13D2 110.0 940 166.6 1310 170.0 1016 179.2 1310 170.0 1076 125.3 1310 164.0 1082 INA 1370 165.9 1012 59.5 1170 165.3 1010 78.7 1370 165.7 1070 � (3J 661n 170.0 974 170.0 709 170.0 1169 170.0 907 165.6 1248 VOA 1002 1362 1210 158.6 1013 UTA 1240 147.1 1000 108.9 1240 179.0 989 90.8 1248 1]0.4 978 77.6 1249 129.0 976 68.1 1248 129.0 975 g Z U)i m C 72 in 167.9 1049 170.0 578 139.9 1049 IS0.2 892 119.9 1049 172.1 015 104.5 1049 119.1 860 97.2 1D40 109.7 018 03.9 1049 102.7 57B 69.9 1049 94.3 825 59.9 1049 91.2 810 62A 1049 91.1 Re g 76 in 142.7 941 149.1 827 118.9 941 126.6 BD5 101.9 941 111.2 791 69.2 941 10D.0 717 19.3 911 91.7 766 71,4 911 66.5 751 59.6 941 77.6 744 61.0 911 74.0 737 44.6 941 73.3 736 z 781. 132.0 6% IRA 703 110.0 694 116.9 761 94.3 891 102.4 763 52.5 09/ 91.9 740 73.3 894 64.1 770 66.0 604 76.7 721 65.0 B94 70.7 707 11.1 091 61.0 701 41.7 ON 66.1 69a Q �, V 901, 05.9 611 60.7 596 71.6 671 74.9 505 61A 671 65.3 576 57.7 671 50.2 SU 47.7 671 62.9 668 43.0 671 46.9 551 33a 571 43.1 639 30.7 671 39.7 531 26.9 611 37.9 626 q Q p7 0 96 In 70.0 590 72.8 627 69.0 590 61.4 510 60.6 S90 53.4 509 44.3 590 47.6 602 39.3 690 47.0 491 35.4 590 39.6 180 29.5 690 71.1 417 25.3 690 31.5 469 221 590 29.0 464 r X Z W C 10111. 19.7 466 60.8 421 41.4 465 428 414 35.6 466 31.1 401 31.1 466 37.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.1 166 23.6 382 IT.e 166 21.2 715 1S.6 466 19.5 370 On N $ 1111. 16.6 411 16.1 400 70.2 441 39.7 793 32.1 N7 74.1 787 7116 411 ]0.2 ]B! 26.4 111 27.2 376 22.9 U1 24.9 777 18.1 441 21.6 304 I6A 441 19.7 356 11.3 411 17.1 351 W M r- 1201. 763 370 75.9 344 30.2 376 31.0 339 25.9 316 26.8 ]3/ 22.7 318 I3.7 729 20.1 776 21.3 ]26 16.1 776 19.5 321 15.1 378 16.7 3U X 114. 214 262 212 242 171 262 17.8 239 ISe 262 I5.7 276 (-) (V Q O 17 e Z 4. � �O sD TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA; md. Anchor Capacity Table(Lbs) ANCHOR CAP,,,,,,,,, a� s7DSIra1a 2.7k tr7rclde 86k Ce". NtlWw q1U FOedCL4U PTWocd Mdd (DP,)X( �r=ANCHORCAP... 6016•Elco V4•Ss FJco 6016'FYo g4•SS FJC0 010 SteS X126kd a12 sloe) MULLION AnehorCllp Patterns Anchor Type V161 Elco Ullman v4'EkoUnncon Unmcon Sit6•EicousMen v4•Ekoumacon Aff alor Uamun AggroGda Screw(Go)Screo(Gl0 Scrcw(G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clslaice n) 1• 2-vz 1• 2.112' 3.178' 1• 2-vz 1• 2-v2' 2, 3-vir z 0AW 050 0.9za• CAPACITY REQUIRED'CORRESPONDING TO AN Embectnenl n 1314• i-sor N225ft 1411• z 1-v4' I-v4• 1.174• 1-v6' 1.1/4• 1-1/4• r 1-are• fair rales ACTUAL PRESSURE REQUIREMENT FOR THE 2Arcro19®479'Mtn O.C./saroam aromel Cpp(flg f) 390 lbs 390Is :445bs 1641 ws 270 ms 280101 354®s 71010a7374 ma 664 me 117610 511 ms 1/2106 6609a OPENING,WHFJJ IT IS LOWER THAN THE MULLION4 Arcnm®1.15'Milt O.O ISIMMM(or Orbel)Clip IFlg 2) 480Ms700011 NIA NIA 38010 NIA IVAIA WA WA 692 ros 805 Bin 1120 pis CAPACITY(FROM THE TABLE)OF THE SELECTED 4ARIps®3-Min.oC.1(2)215 Anpk Cape/(Rg.37 780 ws 780911 IBWUA 540IDs 560 pe NIA 7601[86 In 8110 its 189210e 6821os 88651hs 1120Me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArchmQ0.51•Min.O.C./UCI1p,In1o.100'Alum. Ip 4) NIA WA NTA NIA WA NIA WAIA WA WA NIA WA 950 to CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcfnr/FCtlp gig 4 106 ms 105 be 022103 1351Ds 140 9a 177 BY370166 187104 392105 17916s 170 Nn 221105 280104 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aratmn®1.1r Min.O.CJ FCY psi 2406. 3`50 Me NIA N/A 1gg Bin NIA WA NIA WA WA 341lDS 412105 660 Me ANCHOR CAPACITY TABLE, PRU2)lICT REVISBU m complying with dw FIW415 7g Codo �S FIGURE I: FIGURE 2: Acc.piuce 16.415% TABLE NOTES: 1.250' E.irationDIde Z I 7 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MISon Dela Product 111111111) � 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�1\714� FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• 4 C�, VV(:LIJ3E •�n CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS c . • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I•In.511/0:7 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G• r• U: FIGURE 4: FIGURE 6; FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624, �'�)� NJ� $• ;'li(I BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 3'• S 17 Ti; V• ,,J • 6063-T6 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -� -%J:• F�,.• '�•, � ..ALL , CU741G•, (.,� BE AT CK AND • • ANCHORSKIJTO METAL SHALL EXTEND AT18 GAUGE)STRUCTURAL LEAST 3 SCREW THREADS BIEYOND THE MATERIAL. 7.25'X 3.25'X.82q• '��i S`�/(;)1.4 f\1,.L�•`, • #10 g#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNNIMILL?R,P.E. FL P.E.#58705 TABLE 11A Mullion Capacity Table 0bam21 i m �� � Opening Wdth Qorvedlcl9y-spa11 ftmtciom)ol0pening Height(brborizori68yspandng millions) NO* 50h 681. 70 in BO in 90h tooin 120b HO in 160 in 7Li,126x394 R.I.Nutar TppR 7-9. Rsdsog�dtt T-pX.u9. 'b'd Ddu Trapfrdeop. Rectangutx Tnp7d�np. Rtcia�iat ToptT6an9. Ra•dm0ui� Tnp77A.V, Redmgupt7,.W&p. Rade.9,dar TnpRnanp. Racta"Llu Trap7Trtmp. x.624 Loading Lading 1949779 L.adng LOMinp WWII, Lea6np Loadnp LOadnp L..ding Chang Loadag Loading Loading Losdirg L..dng I.Wmp WAV ip Alum.Tube E.. .. E ,. .$ �,. 'S '9.. 5 z_ .g •�.- 8 5 5--. §.-. •�: � 5.. � .. 9 ti Mu01on �, as, �e k eg & ;� a $ € B• h€ az $ �@ a $2. s c� $ �. € �€ ata fgl}oco tLI 3 44 116 ki A ,f3 $R A kd € Z t c rn 42in 170.01 626 I 170.0 435 170.0 744 110.0 478 170.0 668 170.0 606 1110.0 992 110.0 613 176.0 1116 170.0 521 11770.0 1210 170.0 621 VOID 1488 170.6 621 170.0 1735 170.0 $21 110.01 IOU 170.0 $21 � 49177 110.0 706 1110.0 524 110.0 650 110.0 584 170.0 992 170.0 510 110.0 1133 170.0 661 110.0 1215 170.0 671 170.0 1417 170.0 680 170.0 1700 Ilea 600 1700 1987 1170.0 600 110.0 2267 110.0 680 � _ 50.626(, 110.01 147 1110a 60 1701 ass 170.0 631 this 1616 170.0 694 ITO.0 1193 170.0 723 170.0 1346 170.0 747 170.0 1434 1708 766 1700 1193 170.0 766 170.0 20921 fro.O 166 trox 2791 110.6 756 tC A Ct1 641. 110.01 197 1 170.0 612 110.01 956 1 Woo 691 17Ds 1116 170.0 164 1111A 1216 110.0 903 170.0 1434 110.0 03T 170.0 1591 170.0 656 1700 1913 170.0 661 170.0 2231 1700 861 160.2 2403 170.0 861 LU tTT 60 in 170.0 885 170.0 701 170.0 1067 170.0 797 710.0 H10 770.0 876 170.0 1117 176.0 8A 570.0 7591 f7oA 996 170.0 1771 110.0 1077 170.0 2126 170.0 1063 118.3 2183 170.0 100 129.8 210 170.0 100 631. 170.0 910 1700 746 110.0 1116 1701 860 170.0 1102 170.6 940 170.0 1486 110.0 1015 110.4 1613 170.0 1076 1701 1659 170.0 1122 SSSS 200 170.0 1t69 1346 2060 ITO.O lilt 1%7 2060 170.0 1171 � ((j j 661n 110.0 914 U0.0 189 1700 tt69 170.0 903 110A 1744 170A 1002 170.0 1668 170.0 1086 110.0 1753 110.0 1155 170.0 1916 170.0 1210 1470 1956 170.0 1216 122.6 1966 110.0 1285 f01.2 1165 170.0 1256 (a o TV. 110.0 1063 110.0 1118 1794 115 170.0 7444 170.0 1481 770.0 1126 1700 1100 170.0 1228 t64.1 134 110.0 1775 139.7 1734 169.0 1386 716.6 1731 1559 1364 99.1 1734 160.4 1352 86.7 1734 150.2 7352 IB in 170.0 1171 110.0 937 170.0 1716 110.0 1000 1686 1556 170.0 1209 tq.l 1566 1651 1285 131.1 1556 1616 1265 117.9 1656 111.3 1251 493 1665 128.3 1229 MA 1556 122.7 1219 73.7 1658 125.0 1216 LU Z 9 781. 110.0 1151 110.0 667 INA 1381 line 1116 155.5 1117 169A 1246 136A 1477 152.0 1221 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 115.9 1169 77.9 1417 110.9 1159 68.2 1477 109.3 1164 90777 112.0 1710 5166 986 7164 7144 123.4 458 101.5 11/0 197.9 961 88.9 1110 96.3 936 78.4 1110 81.3 922 71.9 1110 00.7 910 542 7110 71,3 541 60.1 7510 115.6 815 44.4 1110 62.7 870 961n IVs+43.3 072 97.6 975 101.5 966 03.6 976 88,7 W2 17.2 976 75.5 US 65.0 975 71.2 017 55.6 976 65.4 801 48.0 916 57,1 159 41.8 976 62.] 776 766 976 19.7 761 � x Z � 708(n 922 596 66.9 777 70.7 695 59.7 717 diA 874 51A 171 67.3 667 167 711 49.0 669 11.1 ni 11.9 611 31.7 711 38.4 411 29A 771 15.0 621 26.7 771 72.4 612 (n p oil 1^ 11fin 16.7 661 63.1 730 65.0 650 61.1 730 56.3 449 17.7 770 43.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.6 730 356 600 27.0 730 35.9 649 23.7 730 nA 681 Jf IQ 1201, $9.9 559 49-9 621 61.If 660 42.8 624 44.7 652 37.5 624 39.2 6M 33.3 624 35.3 537 300 624 32.2 631 25.0 624 27.7 619 21A 624 24.5 609 16.7 624 22.5 501 X titin 31.7 400 28.9 477 2SA 395 24.0 433 2S; ]40 37,7 433 22.4 785 79A 4?3 20.0 381 77.3 133 162 376 U IN Q a z TABLE 11B d.•� .. m0}0 AnchorCapeclty Table jibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: €a n� ANCHOR CAP.,,,,•.,,,, SCOW. 2Tic Cordae 3.6k Cox. 110"c64u FlWOCMU PTWaod Metal (DP,)XC )ANCHOR CAP.,,, S14Eto ttd'SSECO a'16'ECe 174.33E1co 411051ed 4t2SUe1 N528fae1 MULLION CAP..,„,,,,,, AnchorClip Paltoma ' ° W16-ER0u07acm vr6kou61Dcm Latracon 3tcocouersul 7t4'Ek oultrxOn AgonlGator Ullwan A99re001or $cret.(05)Su-(G.5) 3t(er(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Colle Distance On) r 2-vr 1' 1 2-Irr 311' r 2-vr 1• I 2-1rr r 3.116' r 0.49• a5r oats CAPACITY REQUIRED'CORRESPONDING TO AN Eml>tdllart n I-V4' I.7r I-W4• I 13'4* r 1.1141 t-vs 1-t14• I INC 1.1/4• Mir r Ia'9• 5419• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMA 19476'Mim O.C.I standard ar OQsel COp 07g.17 390 tot 39096 450 ms 00696 1644 Mt 2700.0 i 280 to 354 Diss I 74DIDS 374216 6151 IDS 916 to 311105 442106 008 OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ iAS'MIA,0,C I Standanf(or Met) (no n 4aD ms 7m Its NIA WA N/A WA 380 lbs NIA I MA x61 WA WA 602 bs 6651a s 1121 RE CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An' 3""' O.C./(7)216ArgkC f(Fl09) 7"'6K 70001 6110 b3 16W 106 18M th 54DBs 66096 NA 760114 740 lbs 880041 169206 6821D5 88501 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Alcrws�os7•Mn.4.C.ruLDp,lydo.lar an.n.cTlp 4r NIA WA MA 111.0 NIA x1A WA xrA 111.0 HLA WA WA WA WA 1267rs CAPACITY WHICH MAY BE USED TO QUALIFY S Archon Fc6p(R9 4 106 w 105104 2261os 44896 822 On I35bs 140114 albs 370104 107105 312 As 173103 1701os 221 To 760 O6 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anch:ls t.WOn 0,CJFC 240M 35D to NIA WA NtA x11 190114 NOl WA RIA WA WA Y'E 14200 SCA gt1 ANCHOR CAPACITY TABLE. PRwUcT RLiVISBD as cwnplyiiv with the FloriOa 1.260--1 Boiiding Code FIGURE 1: FIGURE 2: Acceplutic0 No♦,Gg21$.o TTAABLE NOTES: pxph 'w Date- 2732) • * 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi m Dodo Product .1111111/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. - ,xx 1 Yf4 1 Til FIGURE3: �\r- ..:...,;.fi(7r ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.84• „��:')1CuNSg `Q 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. 7d..58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL. D- 6-D ,• L(7 :�f1 '• , BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 63. � .f{t.• :C> '•, r 8075 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND __624' ti t-ALU � ••n`.,•pL OH1Uf,•,•.•�� ,; .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A36.ALL 1-0 *1ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '%�15'/01NN ` 010 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8S.8,OR 410 S.S. 1.25'X 3.84'X.624' A!LOW MIL'iA P.E. MULLION FL RE.#58705 TABLE12A Mullion Capacity Tabio fbsfie a x Opening Width(for vereoally-spanni mutons)or Opening Holght(for iurizonle9y-spewing mu010m) xxxt 5014 600 7o in Boo 901. 1001n t20 in 140 in 1600 W�Wty~�c RecIw10.ler Trepfil•ry7. FI2c1nrplar T. mg. Roctangul•r 7reprtderq. Rectenod" TmpW4eng- ReOfeng.dw Trsp/Tdmq. RedmgWv jj-W�.- l•i n V gut pnden0. Reclen9el•r TWid.g. N o A6 Loading. Raclen er Tre C 2x4X.25 tcedn9 te•drp LcadrW I INN $$t.o inD iandnq 100449 Lc°MD t-�g i•oadn0 ioed.g ioadng nedng I.aadrW t.oadnD 7006.0 tnadn9 tmdnD q Alum I I m 11 j �1i � � .1112 1 1 42 In 170.0 820 170.0 135 170.0 7N 170.0 {T0 170.0 666 170.0 bOB IT0.0 902 170.0 6ID 110.0 1118 170.0 621 170.0 1210 .0 NBB 170.0 521 170.0 17x7 170,0 621 170.0 1983 170.0 621 W 400 170.0 708 170.0 524 170.0 674 170.6 684 170.4 992 7740 WO 570.0 5133 170.0 bot 170.0 1275 170.0 677 170.0 7417 0 7700 174.0 880 1700 18$3 170.0 680 179.0 2287 170.0 880 J E0.6451n 170.0 7Q 170.0 68] 170,0 690 170.0 031 170.0 1018 170.0 861 170.0 1186 170.0 773 170.0 1345 170.0 747 170.0 !101 .0 1723 170.0 768 170.0 2092 170.0 768 170.0 x391 170.0 750 a = 640 1700 787 1700 e@ 1740 956 170,0 891 170.0 1118 1711.(1 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 056 170.0 1813 170.0 eel 17D.0 2231 170.0 661 170.0 2650 170.11 eel LU O m U 000 170.0 686 170.4 701 170.0 190} 170.0 797 770.0 1240 t70A 87a 170.0 141? 170.0 9N 1740 1694 fio 986 17PA 4771 7740 1033 170.4 2125 170.0 1483 170.0 7479 1700 5063 580.6 22680 1740 74$3 m m 1- J 830 170.0 070 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 NO 170.0 1488 170.0 1016 170.0 1873 170.0 1078 170.0 1650 170.0 1171 170.0 2231 170.0 1169 166.7 2653 170.0 1171 1460 2553 170.0 1171 J 680 170.0 874 1170.0 780 170.0 118o 1700 Dm (JOA 1364 170.0 1002 170.0 1556 170.0 tM 170.0 1763 t7og 1155 170.0 iNe 170.0 1210 170.0 2738 170.0 1276 161.0 7/37 170.0 1268 1320 2437 170.0 1288 710 170.0 1083 170.0 878 -1-70.-0-575- 170.4 5002 1740 1468 170.0 1128 176.0 7700 170.0 1220 170.6 1213 170.0 1316 170.4 2125 1749 1387 545.6 2184 170,0 7481 121.8 2181 1700 1528 1002 2184 170.0 1530 ? .e 760 170.0 1122 170.0 937 170.0 1348 170,0 1060 170.0 1670 7700 1209 170.0 1794 1700 1322 166.1 19W 170.0 Jet 148.6 two 170.0 15M 123.6 low 161.0 164111 INA ID60 1 164.0 1535 02.8 ID80 1627 7631 � 0� $LLZI• S7t 7814 170.0 1151 170,0 087 170,0 1301 770.0 1718 1740 lBfS 170.0 1250 170.0 1842 770.0 7360 162.7 1481 t70.0 1474 137.4 toot 163.! 1600 ri4.8 INI 147.3 1473 941.2 1001 139.8 1460 86.0 1061 t37.e 14M Q J w0 iJ0.0 1328 IlO.D i!N N9.1 1390 758.0 1279 127.8 1399 136.0 1196 111.8 1398 121.3 1179 99.4 1398 110.2 1162 60.6 1398 t0t.0 1147 74.6 1398 419.8 1122 839 1306 62.7 4105 53.9 *13076.9 logoN171 1220 161.6 1080 IZtO 1729 1278 1070 106.3 1220 111.2 1001 02. 1220 DB.B 1014 01,0 1229 69,6 1020 73.7 1219 82.4tote B1A 1228 72,2 893 62.7 1229 66,11 977 48.1 887 Zd31036 971 1458 677 887 871 BD.O 662 740 977 77.2 84981.7 971 8b.1 831 fr7,6 971 85.8 82b 61,6 971 646 816 i3.f 977 4D.k TB8 37.9 971 41.0 i$Z 327 777 (n N $C]�e- 111 0 95.4 910 97.3 612 7Bb 919 81.9 059 88.7 gIP 70.9 808 89. DtD 029 794 63.0 919 56.7 784 47.7 Dig 51.6 774 38.7 919 Nd 756 34.1 010 40.2 742 29.6 g19 37.t 732 N 8 12014 76.6 708 76.8 7Io 02.8 768 81.6 705 53.9 7811 56.8 BB5 17.2 768 48.4 680 41.8 780 NA 647 37,7 788 40.6 688 31.5 768 34.8 853 270 788 310 $41 23.8 788 26A 831 IY Xq. fre A y tN to 43.7 hie N 2 501 36.+7 570 37.0 498 }i.Z 546 37.9 491 273 618 28.2 465 24.3 846 78.3 4Tg 2f.a 616 22.9 474 102 648 50.6 404 16.0 546 17.2 455 13.7 670 56.9 448 U .•'( ,� N E TABLE'128 AnohorC• bei ANCHOR CAPACITY ADJUSTMENT FORMULA: O• Z mm !A Table fb9) ANCHORCAP.,�„y, F sulxbale 27K corcrte 36kConc. 44644 CMU FIDedCMU PTN'oa0 Molal (DP,,,)X( )aANCHOR CAP.,, c� 6/1G EIcO 1/4'SS Eko 5116•Elco 174'SS Eko 610 st60 912 SI[el rix steel MULLIQN GAP.,,,,,,,, Anrfi4rC1lp P•tlom• Mono lyD4 &741 Elco Macon yr Elcounmcon UBruon 6'iB'Elco U6.Cat v4•Ekounr8epn Aggror, Ullman Agg.Mor Srae•(W)Scfmp5) Scim(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EoOe psMrce pnJ 1' 2.112• 1' z-vz si ar 1• T-v7 r 2.17 2 site 7 0.46• 0.51' 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN Embeo.ae MA 13.4• 1.3x4• faro• r f-u4• 1•v/• t.v4• t-ur 1 414• 1-114• 7 Sara• 5.3.0' 141706 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchus194.75•MIn O.C.13tadasorO0etWT-ig 182) Sep 03 3w 941 45006 894178 1644 ms 270bs 2a)Ws 354W 7401bs 374 act 664700 IN Its 341 Its 44296 5E09n OPENING.WHEN IT IS LOWER THAN THE MULLION 4 A."@ 2AWMIn O.C./31•dwd("0me0 ClI (99,3) 7400, 74006 630 ms 1467 toe 1424 in NIA 6600. NIA Gob lbs NIA BBD Os WA 682 De 68508 t12o w, CAPACITY(FROM THE TABLE)OF THE SELECTED 6AgchOrs®1.77'Mhi O.C.181SIOW(Or 01IM)C qig 4) 8850s 05D 7581bs 7946113 NIA NAA -366-G* NIA MID, NIA WA WA 1072108 132766 16W 841 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 ArclOn®3'MIn 0.C.1 2,5 A"Cups I ing 5) ?Wlbs 7 810 0s 166058 R9ibs Dos 5w Ls NM 76076 T48lb BWO9s 189206 6820s 685416 11w an CAPACITY WHICH MAY BE USED TO QUALIFY 6AMM 6T MO.O.C.l(l)2s5Arpie Coot IR; 11700» 117068 102006 2340104 24d 0s 0 em 14 NIA 7140706 102113 tam jus zmtz wntbs ADDITIONAL ANCHOR OPTIONS FROM THE 3AMMa®1.34'Min.O.C./ULIip,010 425•Num.(Fig 4 NIA WA NIA WA ILIA NIA JA NU WA NM WA WA WA WA 079 ANCHOR CAPACITY TABLE, 6Arclnrs0p.6NM00.C.tUC6p,010,628 A61m tFq B) WA WA NIA WA NA NIA WA WA NtA WA WA WA WA 21 2s YNGDUG7 RGV36P.t7 2McMn 266`Mln O.C7FCYy Olt 0) 370 0s 37U los 315Its 743 Ili 712 W NIA os NIA 340116 NIA 440 W, WA 3410• 942 0s 060170 comptyilt$IvllhYwFllxid•3ArCn=Q 1.71•MO.O.C-I F43Ip( .f0) 44306 62608 37906 473 ids NLAN/A 98 NLA 3007b4 1710 WA WA 611 Di 664ffi 640 Ueildng Code �ilimpll1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A-ptwreo I`7o $•a �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpi/61i Date X54) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: -2.000' Uy • • • t • • 1t TABLE NOTES: Miran 174146 r5 , lit/,, • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,���0". FIGURE FIGURE 5: FIGURE 6: Ns 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. r • • • • 'i:: • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO 8E DRILLED IN .250' 4.000' Nu 90705_ r THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE - • • LOCATIONS. -O•�• p %x� � - (( FIGURE 7: FIGURE e: FIGURE 0: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ,() S l L-Of •„/ • •• • • CMU S r fiCORtOp.•' {FIGURES 586) ( I HALL CONFORM 70 ASTM C-00.WOOp SHALL BEPRESSURE-TREATEC)YELLOW SOUTHERN PINE WI7H AN SG OF 0.55. - i,l: •'•, .• .4(J, •• :` --� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04W THICK 16 2'X 4'X.25'MULLION .,S yt ...r, �, GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I t/1 r 0Nr�1-•+t 1� IN PAIRS. .` ! • • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. A.LYNN MILER,P.E. FL P.E.#58705 TABLE 134 Mullion Capacity Tablo ibatl3e • p3: Opening Width(for vardca*sparr9 mlJOorts)or Opening H•ight(forhodmnta*sperving mUGons) 91 5010 60 k1 7010 SO In 901. 100 in t20In 14014 IN In RectanpWnr TreprMarg. R6clengdw TreplTMail, RKI.gWm TroprIdang. ASftngdar TrerJTiong. Rxiengular Tiep•01eng. Ractong'I T1apRd&.% R%langular Trap7deng. RodeWWcQA. Trcp/TAang load . Reclargufar Tlepr7darg. ¢ O 2 X 8 R.26 LuZ Loeang Loafing Loafing LoadeW Luang Luang Luang Leadtg Luang Lp6dnp Luang Lugg Lowing Loafing np L6edng Lmdng Alum.Tuba l5 $ fi E Mullion B s € s a m 421n 170.01 020 170.0 435 170.0 744 170.01 478 170.0 1 800 170.0 500 170.01 092 170.0 510 170.0 ilia 1700 521 170.01 1240 170.0 $21 17D.0 MW 170.0 521 170,0 1736 170,0 621 170.0 1083 170.0 521 0 F•� 48 in 110.0 708 170.0 524 t70.0 850 170.0 584 170,0 902 t70.0 630 170.0 1133 170.0 681 170.0 1275 170.0 071 170.0 1417 O.C. 860 1700 1700 170,0 680 170.0 1843 170.0 00 170.0 2201 170.0 we J W 50.42570 ITOA 7{) 1 170.0 883 170A 890 170.0 631 170.0 1018 170.0 684 170.0 1185 170.0 723 170.0 1345 170,0 747 1MA 1494 170.0 756 17.00 1793 170.0 758 179.0 2W2 170M 756 1700 2301 1700 756 {�Z' W 54 h 170.0 707 170.0 012 170.0 856 170.0 097 1700 1r16 170.0 754 170.0 1276 170.0 803 1700 1431 170.0 837 170.0 1594 170.0 058 170.0 1017 170.0 881 170,0 2231 170.0 081 170.0 2550 170.0 581 Wt>3 C}G7 Win 170.0 805 170.0 701 170.0 1003 170.0 707 170.0 1240 570,0 878 170.0 107 170.0 QN 170.0 1594 170,0 axe 170.0 t77t 00.0 1033 1704 2t26 170,0 1083 170.0 2410 170.0 1053 170.0 2833 170.0 1061 63 h 170.0 030 170.0 746 170.0 1110 170.1) 850 170.0 1302 170.0 040 170.0 1468 170.0 1015 170.0 1873 170.0 1076 110"0 1859 110.0 1122 170.0 7131 1700 1180 1700 2803 170,0 1171 170.0 2975 170,0 1171 j 60 In 170.0 074 170.0 789 170,0 1169 170.0 903 170.0 1364 1]0.0 1002 170.0 1558 170.0 1050 170.0 1753 170.0 1165 170.0 1045 170.0 1210 170.0 2338 170.0 1275 1700 2727 170.0 1268 170.0 3117 170.0 1288 72In 170.0 1083 1704 878 170.0 1275 170.0 1009 170.0 %W 1700 1128 170.0 1700 170,0 1228 170.0 1813 170.0 MIS 110.0 2125 070.0 1357 170.0 25W 170.0 ilea 170.0 2076 570.0 1829 t70.0 3400 170.0 1530 0 7d 1n 1700 1122 170.0 037 170.0 1346 170.0 1080 170.0 1570 170,0 12M 1704 1784 170.0 1322 170,0 2019 1700 1421 170.0 2243 170.0 15M 170A 2692 170.0 Ia2D 170.0 3140 170.0 1094 1700 3569 170.0 1705 J 7810 170.0 1151 170.0 007 170.9 1781 179.0 1118 170.0 1611 110.0 1250 170.0 1&2 170.0 1309 170.0 2DM 170,0 1474 170.0 2302 170.0 1581 170.0 2783 170.0 iTW 170.0 322J 170,0 1177 178.0 9883 110.0 1788 ¢ J Wb 1700 1328 170.0 1144 1700 1594 170.0 1328 170.0 1859 Inke Mae 170,0 2126 170.0 I= 170.0 2361 1700 1703 170.0 26M 570.0 1918 176.0 3188 170.0 2125 159.0 NU 070.0 2773 1365 3413 170.0 2351 Z D01n 970.0 1417 170.0 1232 170.0 1700 170.0 1434 110.0 1083 1700 1822 170.0 2287 170.0 1794 1704 2550 770.9 IBS2 170,0 2073 170.0 2095 180.0 3189 110.9 2338 137.5 3180 166.8 2410 120.0 7169 130.1 2424 Fes-• Z.. ..�G 10410 170.0 1584 170.0 1400 170.0 1a170A1647 170.0 2231 170.0 1670 170.0 2550 170.0 2076 164.5 2761 1700 2271 1463 21st 101.9 2333 123.6 2761 110.4 2281 105,9 2781 125.9 2234 82.7 2161 116.0 2190 vj01.0 14. 170.0 11700 170.0 2203 170.0 1932 170.0 2021 1700 2149 151.6 2632 142.3 2245 138.8 2832 148.4 2218 113.8 2832 128.4 2188 97.8 2632 516.1 2129 d&4 2832 1093 2098 WXY12010 170.0 1771 17041586 ITO.P 21650 15{.4 ?232 1S" 1991 135.1 2252 141.4 1004 110.1 2252 127.2 1038 108.1 2252 114-1 1075 80.7 2252 08.8 1872 773 2252 069 1038 678 2252 81.4 1808 X1N In 125.1 1684 128.0 1445 104.3 1I. 09.4 1581 81.6 N07 762 1561 80.7 1390 OB.3 1561 72.J 137J 82.8 158{ 86.7 1758 52.1 1561 56.0 1330 M.7 1581 40.2 1305 30.1 1681 M.! 1287 C) N } a Z sccnn In T BLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.4'a AnchorCa ecl Table Ibe ANCHORORP.,e,,, $ -y�It 6ubolme: 2.7k OOW.4. 3.Sk Cont. Ho-cmc 779ad CMU PT~ Mata? (DP,}X t ) ANCHOR CAP.,,, 9118'Eko 114'58 Eke 5116'Et. 114'SS El.. 010 9kd 412 Sleel Mated Anchor CUP Patternsj1'ne7"01�'p° 3118•Eko lODaem 114"Eko MeowM, 3116•Ek01DUxm 1/4'Eko UlBaom Awroc•tar Utmcm AppreGator SC-PS)same(GS) Sae (GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Usts o0(k) r I 2-to I 1' 244 3-118• 1' 2-VX 1' 2.112• Y 3-its' r 0.48• 0.54• 0924' CAPACITY REQUIRED'CORRESPONDING TO AN EmD=11(In) 1-314` t-k4* 1-314 1.314' 7 1.574' 1-t/4' 1414- W14' Mir t-104` r 1-118' 1,318' 78688 ACTUAL PRESSURE REQUIREMENT FOR THE 2.008780®4.76'min.O.C.I Slanddtd acraH COp(Fb.162) 300 b; 300 b. +50708 690 We 1644 IN 270108 280 Ib. 354 ba 74018 3741x• 6641M 948Itu 341 IN 442110 See roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon;g Car At..QC.r btaldddrd I.Mel)C9p(F70"3) 7802. 780 Ns 1 900 ft 1780 So 3232 ma 540 @s 580IDS 708 tW 14M An 740 So 1272 Ms 1802 Ib* 8821). 685 rw 1120 Cox I CAPACITY(FROM THE TABLE)OF THE SELECTED B Arichong1.71'M.I,O.C,t Slnmllkd(or0rea0 Cbp(FIG,4) 11501M U00 lb, 10101be 2595 lbs WA WA 940 lb. WA 10651h5 WA WA WA 1363 be 17101M 2240108 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aw4wo Q T M!e O.C"1(2)2;5Arg1.Olpe 7(Fl8.Sr 160 ft 700 D,s 680168 1560146 10961M 540 b. 580ft WOd A 740lb. 746lb. e IDs 18920» 802 b 086 The 1120 W5 CAPACITY WHICH MAY BE USED TO QUALIFY no 8 Ahxo Q 3'M.04.t(2)285 An&gyp.I(Fig.8) 1500 lb. 15601M 1360 ee 31-W I 3T821M 1-1. 11201.5 11 A 1520 The 1496 m. /760 the 3784 Ibe 1 138300 1770 nn 224010. ADDITIONAL ANCHOR OPTIONS FROM THE 12Anctws Q 1.6*Min.O-C,1(2)Z,5Angk Capp/(Fig.7) 16801b5 2100 Ibe 1440 Its 37601M WA WA 13201M WA Iswits WA WA WA 2045 b. 2854 we 3380 ba ANCHOR CAPACITY TABLE. pi(8740UC'r REV156A 4 Anchor Q I N'Min.O.0.r U{71p,Into,125'A(um.(Fp.6). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 Ibs pe co'-plying with 1bp Placid• B Amhas g 0,&'Mn.O.C.f l}tllp,Info,125•Alum,lily.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2801 IM 1•'-2.000'--( Dui7dhlg CoQe 2Amhot5 g 4.6r W.O.C1F- (Fp.10): 390th8 390 b. 450 iM 690 Su 5818 be 270 let 280156 3542. 74065 374 Me 63a 1M gid Bio 341 m. 44216• 1780 bs Accaptaicpc323L,•og 4 Arktw 1.71'Min.O,CJ F-Op(Fig it) 690 IM 700 be W51M 1298[be WA WA 470 lbs WA 5336. WA N/A WA 68210 8051b. 1120 r. 250" D imtI 1 Date �2) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: Dy FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE II: a� • • • • • • • .• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1 t t I I I I I)� LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. l "1 C, rr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ''yL11P73C P %. • • • 6.000• • • ♦ • • •• •. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. (/�17 {, fY ANGLE �-0 `• D �� Ili • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ti ATE O)• ; !L (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-g0.WOOD SHALL BE PRESSURE TREATED " 0". • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE 8003-T5 AND BE A MINIMUM OF.125" ,r�'�)�t117�`. MUSTSE 'rrC�.t ' • • • • • • • • USED M THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 445°THICK(18 GAUGE),STRUCTURAL STEEL TO PAIRS. BE AT LFAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X W X 25 A.LYNN MILL�R,P.E. THREADS BEYOND THE MATERIAL.#10 Et#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 14A � 4a Ap(�y Mullion Capacity Table Ibstfe 39i A Opening Wldlh(for wr6a41)y-spanning mlAlons)or Opening Height(for hod2onI84-spaMnxJ mUllons) 601. 601. 701. 00 in 901. 1WN 1201. 140M 1801. p Rea gulm Traprrdang. Rec+argulor Tmp'Idaro. Re WoUlar TteprTdag. Red..Vular T.prTdarq Rea(mg-Aw TrgVTdarg. ReclargtAar TrapgWWM Rmtw War TrWTdaro. Reclmgular TnpRdma R.Wng.ar Traprrdma. C 1.26"x 2.11" Loading Loaaro LOadire Lvadlro LoadYg Loadlre Laaarg Loaeeg LoedYg Loading Loaolro Loadtrg Loading Loaa g Load4g Lmdrg LnadN9 Loading �a, (� x.12W'Alum In Tube Mull {15 1 a � py�{A� � � �� ��' � 0�' � �g� � � �p�' � �. q6 5g ¢µ�. W6 py� p5$g qp B 8 y�g� �� 'yq�. Tn �:0 3 F tc ZT@j 2 a 3 2 d se d Y d i 4Z d S d 3@ d d 2 Z lL 1411, 1442 528 167.0 4211 1202 528 14ae 918 103.0 626 /711.9 414 90.1 616 134.9 411 80.1 628 134.1 411 721 526 134.1 411 60.1 628 134.1 411 61.5 526 134.1 411 45.1 526 1347 411 96.64W10a0333805 403 84.7 326 69.0 403 89.4 320 60.4 4W 814 317 537 403 76.1 316 463 4W 766 374 40.3 403 78.8 314 34.5 403 18.8 314 30.2 4W 78.6 314W3 SW 9.03016863W T9.3 284 Sag 3W 71.8 268 51.5 302 87.2 168 45.7 362 64.6 284 41.2 3W 838 2b3 34.] 3W 83.6 267 29.4 362 83.5 ?H3 25.7 362 W.6 263 57.8 31g 74.1 267 56.6 318 84.2 261 4a5 318 67.7 258 42.4 318 535 253 37.7 318 50.8 250 339 316 49.5 249 2a3 318 49.1 246 24.2 318 48.1 24B 21.2 31g 49.1 Nfi W c QmCO 49.5 256 63.1 216 41.2 26B 46.7 214 313 258 40.7 210 30.D 258 37.2 201 27.6 258 34.9 204 24.7 258 33.4 2W 20.6 258 32.2 201 17.7 258 322 201 16.5 266 32.2 201 H L) (0427 234 45.0 200 3Se 234 311 185 3011 234 34.7 1 W 26.7 234 31.8 189 217 231 Z8./ 166 21.4 734 260 +64 17.8 234 29.6 1 W 113 234 28.5 1 W 134 234 28.5 1 W QW.322 213 39.4 1W 71.0 213 337 178 26.5 213 25.8 176 23.2 217 27.0 173 20.6 213 25.1 170 16.8 273 237 165 16.6 213 22.2 187 13.3 213 220 155 11.0 213 22.0 168 fn26.11 179 30.1 168 23.8 178 25.8 152 204 179 225 149 17.8 178 20] 147 15 9 179 16.7 146 24.3 18126.4 140 20.3 161 21.6 137 17.4 781 19.0 135 162 1g1 17.f1 f33225 1W 23.5 173 10.8 162 18.8 t31 1S7 152 17.5 128 Q ��-' ~ r Q p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: FZQ- X Z AnehOrCGpscl Table ANCHORCAP.,,,,,,,,�, �$ yo � 6Ualrale: 2.M CaKn:le 3.SKCont. HOOD.cmu FBkd CMU plf o Man (DP-)X( )=ANCHORCAP.- � J( 3 6116'Eko 114 ss Ek o 6118•Eko VI'99 Exa M70 Sled 812 S1a:1 tll2 Sleal MULLION Arxha iypa 3f18•Eko NUatal Or eco un-at U6raon 3116'Eko l.10mon 111'Elco uleital ApQeGala 011- Ag7eGatm &no-.(GS)Go-(G5) Sema(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR 04 AnchorCllp Pattern• Y Y Eq)e Gl:lante(nl r ala' r a12' 3-V8- 1• 2-12" 1• 2-iW z 3-VI7 z a48' 0.54• 0.324* CAPACITY REQUIRED'CORRESPONDING TO AN (A Emb.snad M7 +3rr Farr lair ivr 21 14 /-va• 1•tr4• 1-v4• 1-0Ir 1-v4* z I've• fae• tales ACTUAL PRESS URE REQUIREMENT FOR THE U N Q 2i 4 Almon®3•ewt.o.c.l�a,(sAtae r 711onm 7m 104 6801ts 15®®s 78981tn 54o lbs 6601Da HVA 760®' 748®1 195 M 180212 Ss Os ge59a t130� OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED a m O sQ MULLION.IT WILL YIELD A MINIMUM ANCHOR -� fY CAPACITY WHICH MAY BE USED TO QUALIFY -� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 T•Hehx)CT RRVISOD os complying with dre Fhxim fi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. DupingmCollo No o3 ��o4x1$ FIGURE I: cuepttro 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Explmllon-4A=- an 2C2 • ® • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M Delle ANGLE CLIP MUST BE USED IN PAIRS. 126• 111 I I I I I f 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL HE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 50 OF 0.55.ALUMINUM SHALL BE 6003-T6 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 3CREW THREADS BEYOND (INTEGRAL FIN MULLION) i:: 40.58705 THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. .. - Iv guQL OI` •r7;S�ON6�G• ,1 A.LY�WIHIILLbi,P.E. FL P.E.#58705 TABLE 15A ` Mullion Capacity Tobin IbeM° Oponing Width(for velticallfsparnirg mtnioru)or Opening Height(for horiwr6a"parrirg mWonv) uuuG! C 501. W In TO In W h 901n 1001n 12D In 140 in i W In O C Reetangdor Traprnl n0. Rod.0,9 Trapmlen9. ReclanNal TWTdmg. Re. lider TraWdeng. Rectuawlar T1a"ong. Reclanguler TraplTden9. Rectongder Trepl .g• Ractan9dv Ttaprild . Recta,9ulu TrepllllaIll 0: x.26"30 Loadn9 Loedng Coating Loedn9 Lo0.dhg loadnv loadn0 Loedrp L dOg laadn$$➢ Lpedn9 Laadn9 Loadrq looting LnadnD glinting Load.$9. Looting sY DEG.BAYALL x a 04 LL IV t � � o 42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 1166 170.0 609 170.0 871 170.0 519 170.0 1116 170.0 521 170-0 1240 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 621 149.1 1740 170.0 621 J W 48 h 170.0 706 170.0 624 170.0 a5o 170.0 084 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 5W 162.2 1522 170.0 690 130.6 1622 170.0 880 114.2 1622 170.0 660 .. 50225 In 170.0 747 170.0 567 170.0 SBB 170.0 631 170.0 1046 170.0 861 170.0 1195 170.0 723 110.0 1345 170.0 747 164.2 1443 170.0 756 1]8.9 1113 170.0 759 117.3 1443 170.0 756 1028 1443 170.0 156 LU o❑ 0 64M 170.0 797 170.0 912 170.0 93B 170.0 091 170.0 1116 170.0 761 110.0 1216 170.0 607 160.4 1]5] 170.0 637 144.7 1353 170,0 056 120.3 1351 170.0 551 1031 1363 170.0 Oat 90.2 1353 170.0 861Cal Cl) 6044 170.0 665 170.0 TO1 170.0 100] 170.0 797 167.0 1216 170.0 679 146.1 1216 170.0 944 129.9 1210 150.6 0]8 119.9 1218 1621 Ino 97.4 12m 146.1 913 67.5 1216 146.1 917 7].1 1210 14x.1 913 f- � � ..I U J 03 In 170.0 930 170.0 745 170.0 1119 170.0 8W 160.2 11W IB8,8W34 ilso 153.0 914 116.8 1150 141.9 1198 105.+ 1160 134.2 866 87.6 1150 126.7 871 76.1 11W +29.x 870 85.7 11W 1266 e70W661, 170.0 974 170.0. 7ea 152.4 1046 165.e 681 170.6 1045 118.0 1046 137.1 6W 101.8 1045 123.4 539 01.4 tae Ite.8 e3o 70.2 tab 109.4 02t 65.3 tab 109.2 519 67.1 tab 106.2 BID ZjZ7244 140.9 0W 147.9 704 117.4 980 126.0 71B 100.6 960 110.6 eW 100.0 722 Te.2 680 92.0 712 70.1 080 68.2 70.7 68.7 eW 78.2 693 W.J 950 76.6 666 44.0 e60 7e.1 000 a70 M 118.7 790 125.1 690 99.8 790 106.1 878 65.5 790 07.3 790 83.8 652 68.5 700 76.9 043 59.9 700 71.7 635 49.8 780 65.1 824 42.8 790 62.1 (119 37.4 TOO 01.5 617 ¢ .ti. 5 781. 110.9 7W 115.5 951 92.3 7W 88.1 B44 79.1 7W 65.9 632 69.2 TW 77.1 621 61.6 7W 70,6 612 6b.4 7W 66.7 005 48.2 7W 59.1 691 38.9 7W 68.x 666 34.8 7W 65.6 698 90M 72.1 663 74.4 Goo W.t 683 82.9 491 61.6 693 64.0 483 45.1 663 48.0 475 40.1 683 44.1 465 36.1 503 40.9 402 30.0 503 38.2 452 25.8 663 33,3 445 22.5 553 31.6 442 QQQ m Z O F W" oma W b 69.1 495 61.1 443 48.5 4D5 61,5 436 12.4 4D6 44.8 127 37.1 495 38.0 421 33.0 195 38.1 116 29.7 495 73x 409 24.8 495 20.1 400 21.2 496 26.8 384 15.0 195 25.0 390 !n W tO61n 41.7 391 1211 351 31.6 391 76.9 310 29.5 391 31.1 442 26.1 ]01 x32 391 NA 3l] x0A ]01 22.6 326 17A 391 19.7 >Z1 14.9 391 17.8 316 W111N 38.1 370 381 375 32.0 370 73.0 770 x7.5370 MA 326 24.0 310 T27.6337 52 21.4 770 72.6 319 1&x 770 20.8 712 16.0 710 111.1 705LU120 N 30.4 317 30.9 298 75.3 317 280 264 21.7 717 22.5 290 10.0 31T 16.9 317 17.9 213 Q M Q 1441. 17.9 220 17.5 203 Z01 1 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: �0 Anchor Caaacltv Tobin be ANCHORCAP.,,,,,,e, x Bu6atrela x.7L ComrMe J.Sb Caw. Holt-CMU Feted CMU PT Wood Metol (DP_)X( )=ANCHOR CAP_ 5116'No 114'as c..5116'Eko Ifd'66 Ek. 4410 eleel 612 Slee) N12 8tetl MULLION CAP.,,",,,,,,, I Anchor Typa: 118'Eko Uwaeen 114'Eko Ult-on 3110'Eko Uleacan 114'Eko UI90.can Anchor Clip Pademe UlOecon Apgeaa1. 115'E1n A9pas Ekr acmes(05)8--(G5) screw Last USE THIS FORMULA TO OBTAIN THE'AN R Edea CI0.lance 9n): 1• 2.111' 1• 2.112- 3.1/8• I• 2•Irr I• x-1/r r 3-116' x• 0.49• 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emlwdnenl 9nY. 1311' 1.14' Ta-t,v 1.14' r 1-1/4 1.111 1-1/4' 1-111 1.111 i-f l4' 2' 1-19• TS edoa ACTUAL PRESSURE REQUIREMENT FORTHE 2 AncMn®5'Min.O.C./{21215 AIg4 glp4/(Fro.1J: 390 W0. 7110155 4501m BBO An 1700160. 270 No 2501544 SSI Ors 740 Ea 3T41D5 7201m 94a r. 341 Ib0. 112 to. 59Itc. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arwtlon 0 3.5'Mln.O.C,I RI DIS Angle Ups 1(Flg.22- Teo 155 TW w5 190 w5 �07�Ib 2525 w5 040 ms 58601w WA ti201be 746 T� BBOIw 1692150 66z Iba 8861be t12011n CAPACITY(FROM THE TABLE)OF THE SELECTED s Aft.26®21P MIn.o.c.f n6 awls abs I Fro.31 +Ixo Im H2o IW ase Iba zx4e Im x214 tin wA 640 Ib. WA rose Im RAW- 13x0 M. WA 1022 w. 1327 W 18W roe 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 cemplyi g with W0 Flo" TABLE NOTES: Duiidina Code Acceptance No 1("-Oz18•D3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PIE?. ?�Zl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. gy 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MI Dade Product , kIIII1111 FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •126• `�JCS`\(•l •�,.A)�C/�^ e e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. X30. `:;•'�1C1:14S¢ •. I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILL ED 3.250• 1,i 0,'16105 Y FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BEA MINIMUM OF.125' J�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT MO'BAY _ :')� Sf fATFJoF LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LFJ45T 3 SCREW THREADS BEYOND MULLION THE MATERIAL,410 8 412 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. f, .,,F1,O1t10P••`�('j•`1 i ,j`• ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A. R,P.E. FL P.E.#58705 TABLE16A Mullion Capmolty Tablo IbslRt Fa Opening Width(for wrticalVspenning mLfions)or0poning Haight(for horizonla*sparying mullions) 501n 00 In 701n 801. 90 In 1001n 1201n 1401n 180In Rocte.p.der I laapwTdang. ROWarguler Tmprrdan0- R..W.9.1ar DgM.g. Raotangllar Tmprrdang. Ra<tanow Trn".v. R.aengW.r Twdarm. Ractengular TrepRdong. R.clangdat Trap7Rlang. Rectangular Twdang, d loadn Loa l.edng Lowing L.adng Lmdng L-dng Lording Loafing 4.oadn8 Lmdng Loading L-kng t.adng Loafing Lmdng l.adGg Lowing a 3.26'46 0 e �Y DEO.AL � � � � �^ �' �' � �' �• g' s 137 BAY MULL siS g ' 'I. I .111111! I !1 i .11 0 N� 42 in 17a0 1 020 1 170.0 435 170.01 744 1170.0 478 170.0 888 170.01 500 170.0 092 170.0 519 170.0 1110 170.0 521 170.0 1240 W0.01 521 170.0 1408 1 00.01 621 1 170.0 1735 170.01 521 1180.3 '111711 170.0 1 521 48 In 170.0 706 1 170.0 524 170.0 850 1 17DA 551 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 1700 1417 170.0 060 163.7 1637 170.0 860 140.3 1837 170.0 880 122.8 1637 170.0 600 50.625 In 170.0 747 170.0 503 170.0 880 1 170.0 831 170.0 1048 1 170.0 081 170.0 1195 170.0 727 170.0 1345 170.0 747 170.0 1404 170.0 750 147.1 1552 170.0 760 I 126.1 1552 1700 758 110.4 1552 170.0 756 -5 m 0 54 In 170.0 707 170.0 812 170.0 056 1 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 155.2 1455 170.0 056 129,3 1455 170.0 681 110.8 1455 170.0 Bal 07.0 1155 170.0 601 m co U) 60 N 170.0 885 170.0 701 170.0 1053 170.0 707 170.0 1240 170.0 670 157.1 1309 170.0 044 139.7 1309 170.0 958 125.7 1300 163.5 2D4 104.8 1300 157.1 062 80.6 1309 1117.1 982 iB.O 1309 167.1 052 J 631n 170.0 070 170.0 745 170.0 1110 170.0 650 162.0 1247 170.0 940 1125 1247 184,5 083 120.7 1247 152.6 OWN 114.0 1247 114.3 952 95.0 1247 138.2 9J6 51.4 1247 135.7 935 71.3 1247 135.7 935EL W 68 In 170.0 974 170.0 769 170.0 1109 170.0 9W 145.4 1190 103.7 905 120.0 1190 147.9 045 116.4 1100 130.5 928 IW.0 1t90 128.4 914 66.6 1190 119.5 006 74.2 1190 118.1 803 64.0 1190 118.1 893 Z m 721n 1010 1010 169.6 877 134.7 1010 144.6 650 115A 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.0 617 50.6 1010 96.9 607 67.3 1010 DO.8 795 57.7 1010 87.5 790 50.0 1010 07.7 780 S --I S � Z 3 Te N 137.4 900 143.0 702 114.5 008 122.0 775 80.1 098 107.1 761 85.9 000 982 749 76.3 908 sa.2 738 68.7 900 023 729 57.3 ON 71.7 710 42.1 005 71.2 710 126 - 70.6 706 ii 781n 127.1 881 132.6 754 105.0 081 1125 1311 90.6 001 08.0 725 70.4 681 89.5 71] 70.6 881 BI.O 703 09.0 BB1 78.4 094 6J.0 681 88.1 681 45,1 801 84.5 875 67.7 672 Z Q Q N C so in 62.7 616 55.4 571 66.9 648 721 581 59.1 648 02.8 554 61.7 818 58.1 545 40.0 010 50.9 537 41.4 840 47,0 530 34.5 640 41.5 510 29.5 648 38.2 511 36.5 607 Q ZW..901n 003 388 70.1 500 50.8 506 59.1 409 45.7 568 51.4 191 128 566 45.8 183 37.9 SW 41.4 470 34.1 568 38.1 470 28.4 688 33.4 459 24.3 558 30.5 452 20.7 447 (n Lba118In 47.9 M9 18.9 405 79.9 M9 413 399 342 449 75,7 193 29.0 449 31.1 3117 28.6 449 25.a 382 23.0 449 20.1 377 20.0 449 22.7 388 17.1 448 20.1 301 ICA 756 Lo 3 111 h 44.1 126 45.0 75LLI 5 38.6 425 370 379 31.5 425 325 373 270 425 21.1 357 24.5 123 202 362 221 425 2L0 35(1 18A 125 20.7 350 15.6 425 18.8 343 � � ? � 12D In 34.9 384 35.5 331 28.1 364 28.6 320 24.9 384 25.0 321 21.0 754 728 317 10.4 361 20.5 SIJ 17.5 JB1 15.7 309 Q V Q 0 O IM In 20.2 253 20.4 233 f6.a 253 17.1 230 D-..@@ zmO TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce act Table ibe ANCHOR CAP.,,,-, 8u41m1e: 2.7kCc ,O. 3.5kCan.. HogmCMU RM CMU PT MW Metal (D-)X( >=ANCHOR CAP.- 5118•E1.0 V4'eS Elco NIO•Elco 114'8S Ek0 910 Steel 012 Sleet 812$led Anchor Cllp Pa[lema MULLION CAP.,,,,,,,•, AWrWTypo 311(r EW Un-On 114•Eloo Ulaaom Ulumon alta•Elco uitmon. 1/4'E1.0 Unman Aggm"w UBmoon Agamaula 8."(G5)8-05) Sam(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Gstpnce(in7 t• z-t/r 1' 2.12' 6178• 1• 2-Im 1• zarr r 3118' r DAB' 0.51• Da24• CAPACITY REQUIRED"CORRESPONDING TO AN Em4dnanl(ar7 fall' taq' 1-314' 1.37/' r 1-1l4 1-170 1-114' 1.1/4• 1-1H• 1-114• r laws• 1•L9• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 05•Min.O.C./(212s5Anple CBW/ffg1): 322 Ws 78014 /501bs e9ow. 17091bs 21014 28014 351 gra 740 Na 37/Ibs 720150. 940 14 Sat os 14214 --W-los OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom 0 3.Y Mia O.C./(2)288 Angle lips I(FW.2L 78014 78D 1b. 790180. 1570 lb. 2525 Ins 540 44 56014 WA 112014 74814 660108 18921bs 682lb, 66514 1120 IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Andros 2.71*MI.O.C./(2)2(5 Angle COW/ ig.3)' 112016s 112014 956 Ws 224014 2254 Ib. WA 84014 WA 105914 WA 13201ba WA 1021 ms 1321 N. 150014 MULLION.IT WILL YIELD A MIN[MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PItOi7UC1'REVISED FIGURE 1: m complying wish aw FIuida TABLE NOTES: � Bui`ng Code A-f4anttiJp I�o'OZIS,l73 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex�indlcm"Dat,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125• x•45'1. a a • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• Na r1e7C"i FIGURE 3; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED - = • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' - G THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •ql.•:-`• 45'BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND fJ 5 AIL:OI; tori THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR 410 S.S. MULLION ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN MI eR;b.E. FL P.E.#58705 H1.000•-I F�1.250'--{ ��gg,{�+ 1.000" r- --I 1.000' --� 1.000' r- --1 1.000• .125" ri 1 --.125' a -.125' -.125' 2.750' 2.750' --.125 3.125' .125" 3.188" LO 2.000" 2.000' 25' 2.11 B' � .265' yrEm 125' L 850' .600• -.125' Z .3-7{'S' 375• 1 O r I 7 r 1901, f J LU 1'X2X.125'MULLION 1'X2'X.375'MULLION 1'X 2.75'X.375'MULLION 1'X 2.75•X.650"MULLION 1"X3,125"X.5'MULL(ON 1.25X 3.188'X.265'MULLION 1.26'X 2.11'X.125'MULLION _ 6063-T6 ALUM. 0063•TB ALUM. 8063-T6 ALUM. 6063-T6 ALUM. 8083.76 ALUM. 6063-T6 ALUM. 6003-T6 ALUM. XSECTION X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION � u) 0 0 ZW -, 125' "'1 f--.125' O TABLE A Z W L ANGLE CLIP STANDARD CLIP I 3-T6 ALUM. Dimension Value(IR) For Mullion: � O W 6063-T6 ALUM. I 2.000' I 2.125" SECTION X-SECTION 2000' A 1.625 J dU-CLIP6083-TB ALUM. I125" B 2(35 1•X2'X.125° .125' X-SECTION L Aluminum Z Q pJ p C 0.885 Tube Mullion Q Z�Z 2 o r D 0.740 .125"J I•740"I-- A 1.125 1'X2'X.375' W 0 y $ 6.500'- -II B 2.404 Aluminum Of J N rYq 3.125'�� CUTHERETO _.375" 5.000'--{ C 0.635 Tube Mullion .375" CREATEF-CLIP.SEE MIN. ,375 MIN. F- D 0.490 a c� Z DETAIL F,SHEET 4 MIN. IN. A 1.875 -------i I i-------i -r A A I B 3.000 1'X2.75"'X -- ----------------- u-CLIP C 0.757 L_.___-_J L-------J - 6063-T6 ALUM. `- -------------------' 2X5 ANGLE CLIP .a75AIuminum TOPVIEW 8063-T6 ALUM. D 1.18 TLbe Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6083-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X 2.75"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER t 1/16'. B 3.000 .650' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHEDAluminum -DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Tube Mullion DIAMETER:ANCHOR DIAMETER°1116'. SHEETS 5-17 FOR THE D 0.838 ANCHOR O.C. TABLE DISTANCE.MAXIMUM pGT Part# A 2.000 UU(:1'RGVISBD ANCHOR HOLE Mull Dimension(sheet#) B 2837 1'X3.125'X avcumplyin{wirhtoFbOb 5.500' 375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U Cllp Angle Clip 500'Alum Alilding Code .375• MIN. DIAMETER v 1116'. PD 0.683 Tube Mull Acceplet,cel4o(!O-GTL! .D� MIN. 1"X2"X.125'(5) 66605 6S6113M 6661118M 666243M 666511M 1.137 plmu Date /in21 r-- ____________ 1"X2"X.375'(6) 688006 666114M 6661119M 888244M 868512M y 3.262 1.25'X3.188' Mien Dado Product 1"X 2.76"X.37&'(7) 66607 668115M 6661120M 666245M 660513M X.205'Alum 1"X2,76"X.650"(8) 66608 668116M 6661121M 666246M 666514M 0.862 Tube Mull \,o 4YNN --- --- -D i e 1"X3.125'X.500"(9) 66637M 6661116M 6661114M 686242M 866516M 1.762 1 i I I 1.26•X2.11'X .•'v) 1.26'X 3.188"X.285'(12) 66841M 6881117M 6881113M 666241M 668518M Y 1.813 .121'Alum `� I ------J 1.28'X211"X.125'(18) 69370 NIA N/A WA 866517M Tube Mull ::ir•' {40.58- C� OFFSET CLIP NOTES: UJ_. .125' 6063•T6ALUM. •p ' b �V: 1.r7 I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740'-I-�--i '� (, /'I.OR10P•' .C��•;'. c•.' •.,....• 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.Ll''NMIf T'.E. FL REX 6870 58705 1.062•--I e f- 740• 6" .063' .386' i a .062 -125' --i t-,1G!25' d}��� .062' - y(L6• .438• I 4.000' -125•STANDARD CLIP � I sy�aY w 4,000• 4.000' 2.625" 2.000' 6063-T6 ALUM. 2.125' 2.000' 2X5 ANGLE CLIP G' U CLIP -.125' X-SECTION 8063-T8 ALUM. I I 6063-T6ALUM. XSECTION ,125' N .125' X-SECTIONt M .125' .125" L 'g kk m .031' Z '" d U) 1 f .125' 0 L CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W �'125 378' '165" 375, DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE _ ANCHOR O.C.DISTANCE MAXIMUM ANCHOR m 2 U) l f HOLE DIAMETER:ANCHOR DIAMETER s 1116'. - W DO pO O 1'X4'X.125' I X4'X.375" 1'X4'X.375' MULLION MULLION 'T-MULLION 6.500' 5.000' j ZO W 6063.76 ALUM. 6063-T8 ALUM. 6063-TB ALUM. 3.125' CUT HERETO 375• 375' J X-SECTION X-SECTION XSECTION '376'- �{{-_CREATE F-CLIP,SEE MIN. I DETAIL F.SHEET4 MIN. � Z 1.250' ,375" Z w! m r-------� I r-------� r--------- -----------i .376' I I I I CENTER Of I I 1.250'- -1.250' I I I I I I ANCHOR HOLE I I MIN. 7 Z I I I I MUST LIE WITHIN 1 I < a 1 I I THE DASHED I I C U T I I I I j CF BOUNDARY.SEE j F- Q N p ___ I} �_-_ _ SHEETS 5-20 FOR 1 I Z 2.075' I 1 I I I THE ANCHOR O.C. F I ------------I F- •• °D o ISTANCE .o s� 3.94' I I I I 1 F I DMAXIMUM I I y Z y o 3.250' 3.250' I I I I I I DIAMETER•ANCHOR OLE i i � J co U) .100• .100' .100' Y.ITHI � L_______ - ANCHOR L---_ Z) DIAMETERr1/16' ---------------- 020 0 Z.100' 2X5ANGLECLIP m0�624• 624• rt STANDARD CLIP U-CLIP 83-T6ALUM.-- R OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW-i .B20" t�� �I .826' 1+ �I .620' 1� THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.2S'X 3.D4'X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In) For Mullion: 6005-75 ALUM. 8005.76 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. 7 X4' F 1.936 1.25X3.25' X-SECTION X-SECTION X-SECTION G 1.000 ,125" G 0.500 X.624' 3.469-1 .469'- 5.500"� H 2.880 Tube H 1.436 Aluminum (� 2.661' / 126• ,375' 375" I 3.000 Tutee Mullbn 1 3.260 Tube Million •125• 1.677 MIN. F 3.187 1'X4'X F 2.625 1.25'X3.94' 1 377" I G 0.767 .375' G 1.125 X.024" r--- ---� r-------� H 2.430 Aluminum H 1.500 Aluminum pi:i:FaICT'REVISBD I I I I I 3.000 Tube 8'T' 1 3.250 Tube Mullion :u camplyins Willi ale Florida I I I 1 F 2.250 1.26'X3.26' F 2.813 30.8¢ MUM Building Codc )(x'02)8 03 I I I F 2.876 45'Be Mull A- once No I I I I O 0.750 X.100 M .125' .125' 45'- 2.250' I I I I i I H 1.500 Aluminas P piml Date 2�) i I 3.250 Tube Mullion 30°-1 i i I i H i By Miam Dodo Product 3,266'45'BAY MULLION I 3.250' i i i i TABLE D 30*BAY MULLION 6003.70 ALUM. �_______., ,__ _____� Mull Dlmendon � I I i I I (ahael tl) Mullion Std.Clip Oflee1C p8 U•Cllp Anglo Clip \`�Q�(LYNN 6063-T6 ALUM. I X-SECTION X-SECTION I 1'X4'X.126'(10) 69384 688111M We1122M 886241M 8685leM ��;;'•y10ENSt: ii OFFSET CLIP I I 7- II .125' G 6063-TB ALUM. 1'X4'X.375•(11) 66810 686112M 6681123M 668242M 88851BM ((O,y6705 .220'1 I ,907' I •226•J •981'~ .740' TOPVIEW V X4'X.375'•T(11) 66653 666112M 6661123M 666242M 656519M NOTES: F 1.25X3.25'X.100'(13) 20180 6061127M W61124M 6662410M 5565115M - '�- 11•:- �+1 11! 1.26•X3.26•X.624'(14) 20161 6601117M ON1126M 868241 M 6805116M 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '•Q ,p!• ;.((A;^ 1.25'X3.94'X.024'(15) 20162 8681117M 8581126A1 665241M 680517M 'fi 5\TE Of . 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. eg ( ) 56649 WA WA WA 6685110M �;0��.•'••rLO...... 30 D roe 1D 45 Degree(20) 66650 WA WA WA B.iLIM ,((�4V 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L'Y R, E. FL P.E. 58705 TABLE E Mull Dimension PGT Part# (sheet#) Mullion Std.Clip U-Clip Angle CUP -^I f--.125' -_{f--•125• 2"X4"X.25"(16) 66602 666201M 666271M 6665112M I U491-4 o2 X6"X.25'(17) 66604 666282M 866272M '6665113M I STANDARDCLIP U•CLIP 2X5 ANGLE CLIP c °8083-T6 ALUM. 8063-TB ALUM. 8083.70 ALUM. o� O 2.000' XSECTION 2.125• XSECTION 2,000' X-SECTION NOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125" _[.125• 125' g m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, z2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I----1 0 FF HOLE LOCATIONS. 1.490' J IW 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' _ CUT HERE TO U S 3.500' CREATE F-CLIP, I{. 5.000'- 375" W /n o O 02000- .375' _SEE DETAIL F, .375' I MIN, m Z M ~ In MIN. :EE MIN. .375' z 7 r-------- ------ -------� - -- ------------ Z - '--------- i Z LL z $ a- 4.000" z 4.000' i i I I Q .250' -I--- -- --- --I- 3.438' + 3.438' rr---j- ---- -----j F U 2'X4'X.26" MULLION 3.438' I I F Z Z 0 �p 6083-T6 ALUM. I I I I fQ Z O m� X-SECTION I I I I I .375' I ---I- I -- -- L--------------------- MIN. Uj L_ ______ __ _______� J LU O �- STANDARD CLIP 2X5 ANGLE CLIP ,6063-TB ALUM. Q a Q Q ENTER OF ANCHOR HOLE MUST LIE 6063-TOALUM Z`UC�pOR 2 X 4'MULLION.SHEET 1B CENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM. Z�fA y WITHIN THEDASHED BOUNDARY.SEE TOPVIEW / TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m O s.O SHEETS 5.20 FOR THE ANCHOR O.C. L SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE w '� DIAMETER:ANCHOR DIAMETER r 1/18'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER F IRR. SHEETS 5-20 FOR THEANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER*1/16". 5.000" 2.000' 3.600' CREATE F-CUP, ��.375' .375' - � .MIN. - MIN. I r_SEE DETAIL F. MIN. SHEET4 MIN. .375' I I I I I I I I I I I I I I .'80DUCT R6VISBD I I I j j coinplying wilh dw Flwidn I I I I Uoilding Code I I I I Acmi once No I CP 02-11b.03 I I :l •pirnlion,Dsle '21171 I I I I I Dy .250' 6.000" -j-- -�- --j 4.686' Q t 5.430' +--------I Mian Fmdud- I II1111111f1� 5.436- 5.438' I I I NV.CENs. Vie " I I � 2"X 6'X.25' I j I i j .•.• �. E •.'� MULLION I 0063.78 ALUM. I I I I _ IJu.58705 _ X-SECTIONj I I �- I .375' - '----------- ------ -------� - L---------------------1I MIN. ..tl '. ln• t N11 ;�(C` .•[0 ••'•��\•�• STANDARD CLIP U-0CLIP 2X5 ANGLE CLIP � ."•••• .... .250' 0063-TB ALUM. 6063.76 ALUM. 8063-T6 ALUM. /�its TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW /,S n��I n1• �� TOPVIEW A.LYNN MILILER,P.E. FL P"E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.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 25,THE COLUMN USING ® N --_ --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED a(n _ ----- DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THEI NEXT LARGER SIZE AVAILABLE. tv x,4 a $ $^ o �-SEE D SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=TO')MEET.,fHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD F FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. R u PROOUCT5 SHEETS APPROVAL 2-3 oz U FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.050'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION ----- fV LENGTH ^ — 2)USE TABLE 411 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 -6 m �1..�• ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. INSEE z IN- �/ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL Z W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j = INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. g of 19 (t) -- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C3 NO ANc110R6 IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: DO m I--32' 32' m --I to MULL WID7H 636 LBS J (60 PSF)X( )=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 40) J OPENING WIDTH- 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-319".THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01•55.0 PSF. J Z. Q �t FOR THE VERTICAL MULLION: !•- ¢ N o 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73".REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL Tn-4 00 g0 00 MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. co W l EXAMPLE 2:MULTIPLE MULLIONS W -- FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=106',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF 0_ M Y Y MULL IMOTH--)'-- _ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q j FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS ADESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z�U) u) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 0. 010 SEE DETAILS, ;Ov 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY , n -3 PRODUCT'S 23 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(35-112'+35-12'+2'=73'). r- ry -- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL` _ -- USING THE STANDARD CLIP WITH 8 311 B'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. fl DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. 72' MULLION TYPE COULD BE CHOSEN, NIt MULLIMULLIONODUCI'RL'VISED 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANIGULAR LOADING MAY BE B complyin with lho FloTitl Building USED.FROM TABLE 12A,SHEET 18,THE 2'X 4'X.257 MULLION(aQ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE ACRplanm No 16.021$.0,3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pini.-Date /1QQ" SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS Do WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mian dolroduq 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 1 I I III/ ANCHOR CAPACITY OF 521 LBS. LYN/V .3B'.HORIz. 3c',HORIz. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR c���.•'�1GEIJS�•'•�`�Q MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE •' OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 'T' Ido.!i5-%OS FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: = +/-64.7 PSF FROM THE VERTICAL MULLION; _ �' +/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU; to'•, � I74110 +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (); RArE CE THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "C •• .FCOftION'•• C;�•' %SSS •......,• �`..,.. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ori �nNnL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYU Wll!E ,P.E, ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 I e I n EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: - � Ha A PW PW 19d PW —___ sz SH/DH SH/DH SH/DH SH/DH- - I - _ NCal PW PW Z rTiO4 N OD / % W o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / m o H SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / <m]/ c N HINGED •J DOOR - -- SGD LOADING OF VERTICAL MULLION PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d 'r I QQ Z PW PW VYl SHIDH SH/DH SHIDH SH/DH I ---- - - I SH/DHcc I s^' LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Z SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW LT HR I — I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED I NOTES: PW PW I Ci?CAUC7 REVISED DOOR - - _ I as cornplyiny e•ith dw FIl _ 1)DRAWINGS ARE Doildm Code I RERESENTATIONS OF TYPICAL AcapraBitm No Q I -— PW CONFIGURATIONS. E imli Dalc �23 Pyy CONFIGURATIONS NOT SHOWN _ MAY BE EXTRAPOLATED FROM Mimn' ►mLrA cc / / / I - THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT �' X,( LYNN i BE DETERMINED.USE ���,��,Q�.....1.13 .••...... PW PW j PW RECTANGULAR LOADING. ``��:; �1GE /; 3)SEE PRODUCTS'APPROVAL FOR ? Na 50705 --- 1 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `r �'UI•;✓ ��,1I 16 ;',r)�. STr\-i L OF -�V r 1 LOADING OF VERTICAL LOADING OF HORIZONTAL A,CYNN RI' E. MULLION MULLION FL P.E.#56705