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HomeMy WebLinkAboutProduct Review Affidavit M#AMFDADE iVlWNH—RADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPAR"t WNT OF REGULA-TORX AND ECONOMC RESOURCES(RER) 11805 SN'26 Street,Room 208 BOARD AND CODE AIMMUSTRATION DIVISION T(786)315-2590 F(786)3t5-2599 NOTICE OF ACCEPTANCE (NQA} www.mlRmida4&.Zgv/ccou9mX - 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 ERProduct Control Section to be used in Miatni-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building -Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOcumENTI`: Drawing No. 63o8JR, titled"Impact-Resistant Aluminum Tube Mullions", sheets 41 through 25 of 25,prepared by manufacturer,dated 08/29/11with the latest:revision dated Oln9/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant It"ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. TFXOMATION 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 MOA 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. H any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. - This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document nientioned above. The submitted docu inentation was reviewed by Jaime D.Gascon,P.E. mom NOA No.lit-1105 01 MIAMI-DAD�E COUNTY i s Expiration Date: May 26,2016 Approval Date: February 12,2015 2 `}il� Page 1 PGT Industries,Inc. cL,PTANcE EVIDENCE SU SUB NOTICE OF AC -MITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submined under previous NOA No. 10-0819.05) Resistant Alurninim Tube Mullions", sheets 01 2.- Drawing No. 6300JR,titled "ImPact-RCSI through 25 of 25, prepared by maniffacturer, dated 08/29/11 with the latest revision dated 01129/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 ' 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 20.1-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 20294 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. (Sitbiniffed ander previous IVOA No. 1"819.05) 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.B. D. QUALITY ASSURANCE, 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STAT EZVIE NTS 1. Statement letter of no financial interest, conformance to and complying with the,FRC 5*h Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010,dated 06106111,signed and sealed by Anthony Lynn Miller,P.E. - 3. Proposal issued by Product Control to PGT Industries,Inc.,dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. D.Gasco-fi,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: r1ebruary12,2015 I - r ti PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMrrTED F. STATEMENTS(CONTHRMD) 4. Laboratory addendum letter :for Test Report No. FT1,6443, issued by Fenestration. Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. rr"443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P.E. (Suubmtfted funder previous NOA No.11-092201) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc.,_ dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subtiutfed under previous NOA N©.11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.L",approved on 11/31/13 and expiring on OSi26116. i Product Control Section Supervisor NOA No.14-1105.01 Expiration hates May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL e 1 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 11j N MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BYAN 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„.„............„............FIGURE 1: ) ELEVATIONS.„.......................„.„..„ lid' MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHESTO BE 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........„..............2 MULLIONS / -� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO TIO MASONRY._...._....2 SEE DETAILS INSTALLATION NOTES...................2 4' a�D,G,n; RECTANGUTAFl NOT HAVE A OAP OF MORE THAN 1/4'FROM THE CLIP. MULL To MASONRY.......................3 _ SHEETS 23 SSE MULL TO STEEL STUD..„............„.3 - I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL„..............................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.........„.„...............3 fn '- /'� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS....................4 Z BAY MULL INSTALLATION.............4 O 111 X2X.126 MULL SPECS...............6 --1 I 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE X 2 X.375 MULL SPECS.............. 7 7 \\ INSTRUCTIONS. 1 X 2.76%.376 MULL SPECS..........7 = _ 1 i X 2.76X.86 MULLSPECS.„„....,_78 Z SEE DETAILS I 11 W a Q A Tnnu G; I 1 1 ' 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3,126 X.600 MULL SPECS........8 O O SHEETS 23 I -_ _ III __ I \BEE 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 p F 1 __ 1 ATHRU O; 1 X 4 X.376 TUBE MULL SPECS....11 Q I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN J SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1%4 X,376 T MULL SPECS......_11 OPENING 1.25%3.1788 X.265 MULL SPECS...12 = � VE T. HEIGHT 1.25 X 3.26 X.100 MULL SPECS 13 Z MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25%3.25 X.624 MULL SPECS.....14 ' LENTH 1.25 X 3.84 X.824 MULL SPECS.....16 FOR SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4%.26 MULL SPECS................16 Z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 X.26 MULL 8PEC6.„.......„.,17 SHEETS 125 MULL SPECS 11 X 20 X 2 . . IS ..,. r ��•.AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1. l�U Q c REACTIONS, 30•X 3.26 BAY MULL SPECS„.......10 45'X 3.26 BAY MULL SPECS..,......20 MULLION B CLIP DIMENSIONS......21.23 FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 18 2.._..._...................24 fn PRODUOTSMAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................26 N BE OF ANY TYPE.BE W AMANUFACTURED 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W y BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Z O /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ,� A HORIZONTAL A-D,G,H; -y .� MULL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL". PRODUCFRBVISBO a wlnplyins whh Lho Elands MULL 1.—OPENING WIDTH I`--HORR.MULL LENGTH--I 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH IBA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING B00dItISOD* 'I LENGTH I I ^I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Aomppm vo M- OS.• // ILL M.11CAL MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN ID OPE ING STEP 1).HEIGHT 8 78�mFOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBSI.THIS VALUE H GHT LENTH f' MRd MULLREPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORSAND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.LENGTH 6)FROM THE ANCHOR CAPACITY(L891 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\ ,���014X N,yANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR LICENCAPACITY IS MET.SINGLE MULLION SINGLE MULLION No.58705FOR ANLL 7)IF THE MULLION CAPAL OPENING,YOU MAY "CITY(LBS/FT°I OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE �FORVERNTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE ELECTED FOR THE SAME SUBSTRATE THFANCHOR CAPACITY ADJUSTMENT FORMUW TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-0 _ _ SEE CORRESPONDING DETAILS MULTIPLE MULLIONS '� 1q .S re FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LOS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIONLPs•'ZON�OP,•" PRODUCT ASSEMBLY. �i� ''QN GN 8)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN ALMMA9,P.E. FL REA 50705 tens �g� DETAIL A: DETAIL B: MULLION IN . MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY PER SUBSTRATE, AND - OR T SEE SEE TABLES 18-188 ATTA (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) B 1.1RB, N SEENOTE 1, MULLION I I SHEET 1. O S 0] I I $$CV d 1 I I I SEE SHEETS a I MIN 2.7 KSI '• EDGE I{—� , EITHER q I I I 21-21 FOR HOLE d I I CONCRETE OR CMU I DISTANCE, I(J e I LOCATIONS a I I Fes----FSEE SEE TABLES T MULL a EDGE o 1 I a ° EDGE DISTANCE 18-188 DISTANCE o I e FOR MASONRY yJ Q O O .TALd I I I SCRWOOD 2 dI I a ANCHORS SIDE VIEW° SCREWS I I 260'MAK FOR J ALLMULLIONS d ~ O J ° EIIHER THE H O a a d ° a e STANDARD OR � V� $• ° e e q a e d OFFSET MULL ? d ° � CLIP MAYBE d ° qq EXTERIOR ° q e INSTALLED BY }@p Z a d THIS METHOD. �+,O a EDGE Z �-• •d• d a d DISTANCE ° o z ° FOR ,a z O ° a MASONRY a Q O ,G 5 THE DFF9ET CLIP I9 ANCHORS O ° RECOMMENDED FOR g d °° WINDOWS, BUT EXTERIOR a (q J a wlNDowa,BurMuv ALSO BE USED FOR a H Y OTHER FRAME TYPES. a z££° O TYP.ANCHOR TYR ANCHOR ti� TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, 11SS 5 PER SUBSTRATE, SEE TABLES 18.168 9EE TABLES 18.188 SEE TABLES 1B-18B ED VEND BUCKBTRIP DISTANCE AND ATTACHMEN SEE TABLES EMBEDMF�NT BUCKSTRIP 18.188 T •,+.•' BYO7HERST AND EMBEDME. NT' SEE NOTE 1, ATTACHMENT JI _ • - BYOTHERS •• i SHEET 1. • „ SEE NOTE 1, , •• SHEET 1. •, •• ' MIN 2.7 NSI CONCRETE OR CMU • PRODUCT RB SBD SIDE VIEW FRONT VIEW aswnv ylopwhhlhoFloddn 13u8dlo8 Cedo FRONT VIEW A`oeplacoNo INSTALLATION NOTES: :v11em ode Noducl Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� 1�,.• ' >/( �i� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` Q�,• %_ICENSF•,!(� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, No.58705 T� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. U :moi' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET2. 'a` z 6)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED %,C�s''• <OR{OP,,•'NO� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. [�'?(•(��L� E � ASLynI)'ImI4Ff?R`Y.E. FL P.EE a 58705 DETAIL E: DETAIL C: —H J2W MIN. MULLION TO MULLION ® � MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: _ • MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. c y VARIes \ 2)MAY BE INSTALLED HORIZONTALLY =Y I I ' (SHOWN)OR VERTICALLY. I TYNANCHOR L c.- i N EITHERTHE I I PER SUBSTRATE, STANDARD I I SEE TABLES 10.138 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 Mm OFFSET MULL I i TOP VIEW FOR CORRESPONDING MULLION. Z N CLIPMAYBE I i I EDGE DISTANCE MULLION L INSTALLED BY B Li THISMETH00. I II j FOA MASONRY VARIES I"il ANCHORS I Ila ° 0123TEELSCREWS, _ I I I SELF-ORILLING OR PREDRILL In MULLION AND USE SMS m m O 0 coEXTERIOR °o e ��� MULLION Z J EDGE DISTANCE ° T'COFFSET CUPS FOR MASONRY ° RECOMAIENOED FOR Z U ANCHORS a FINFRMIED LINTERSECTION a WINDOW S,BUi M1f R U-CLIP 8 ° OTHERRSO FRWETYPES. EXTERIOR Z TYP.ANCHOR A PER SUBSTRATE, d 4 • Q O ` SEE TABLES IB-178 1.•. O O TYP.ANCHOA BEESHEETS 21-23 FOR I—�I O �- BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS '5+� SEE TABLES 1843B AND FRONT VIEW EDGE LU Q ATTACHMENT DISTANCE BY OTHERS, SEE TABLES EMBEDMENT SEE NOTE I, 18.130 V ? Q O O • • SHEET 1. % EDGE DISTANCE � go SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU 2.7 KSI CONCRETE OR CMU 1B-03B 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. TYRANCHORa PER SUBSTRATE, •\�9EETABLESIB-138 RODUCPREVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I 0. SEE SHEETS ® oomplyMBlvphUH;Flo do ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE x1-23 FOR' otldloyCll _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LocATlorlsFDBtc 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, fleml oPto 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® I 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE `��� pNY LYMN ELCOULTRACONORELCO1/4'S,S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES �` ,���••' " �9/( �i� FRONT VIEW W GAAND COMPLUWT WITH THE FL BUILDING 10-138 ; `r.•' �ICENSF'•, CODE,A2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO,58705 NCHORSPECS L,1} EXTERIOR USEWOODASIDE VIEW = NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOODOc� ANCHOR VALUES MAYBE USED. '',�ss'F�ORIDA 2)SEE CORRESPONDING MULLION TABLES, ��;oNqL SHEETS 5.20,FOR QUANTITY OF SCREWS. A.L11`NN MIILL'A P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) g SEE DETAILS A-E, 30.OR 9Y R 2!SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION IV13 In O O Z y O O O O O O O O J W O O TOP VIEWOf } SIDE VIEW 1 i t�iml V o B O SHOWN WITH I•%4'X.126• I TOP VIEW I N m MULLION 1 I I 1 Z C J EXTERIOR I i i I TYP.ANCHOR 0 j I I I I /-PER SUBSTRATE, b I I i / SEE TABLES 15B OR 16B ZTYR ANCHOR STANDARD MULLION CLIP ERSUBSTRATE. 1 ' EXTERIOR MODIFIED TO FIT FIELD I SEE TABLES 18.148 �yj CONDITIONS. 11 1 I ? r' I I 1 2-X BANGLE CLIP, f Z Q 1 I 1 I 2 PER MULLION END,MUST BE MULLION ' I 1 I INSTALLED INSIDE OF BAY MULL. F.. H Z p0 O J p; II IFQ- Y 2•X6'%,125' II I 1 ANGLE CLIP, U ? 6l I 1 2 PER MULLION END, 0 0L I I MUSTBEINSTALLED d N N 1 I i INSIDE OF MULL.CID �g Ago I $$$ It TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1844B INTO WOOD, I� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED INFIELD. EMERIOR O EOOED%ETWP -®� ��� m cDUCTREVISED mp1y18ywghlLat+lodda PER Bu{Idlup Code CMU m wcpIDDLp - S.01 INTO OSTEEL, A1�t0 M� ALUM,CMU OR MASONRY O "=i•� EDGE DISTANCE \1t ado UcIODDITO PER ANCHOR EDGEYIII1111r TTS OISTANOE PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: �� 0 .••••••. 41/ V/1,777727777777,-/77, O : � ''LIGENSF'•l��P NOTES FOR INSTALLATION OPTIONS F• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. . No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE /e LOCATIONS. 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. ,�O 1,A°Zq 5,?• �, 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE s 7E 3)THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. "ORI A. ••'G\���:� ��'�S��NAL EN.��• A.LYNN MILLER,P.E. FL P.E.A 58705 TABLE 1A o �a Mullion Capacity Table Ibbllt2 f� Opening Width(forverticalVapennirg indlions)or Opening Height(for horizgnio*sparwing ilmillons) 5ce 501n 601n 70 In so In 00 In Min 1201n 140 in 1801n �( Rectangular Tropr0lang. Ration9ulu Traprill" Rectangular nepmeng. Rectangular Tropmang, Rectangular Tiaprideng. Reelen9Wer TnipRd2ng. Rectaguior Tmpmang. Rectangular ltapllasng. Rectangular TroplTdarg. y34 Ix2X.125 leading Loading Loading Loading leading Loedn2 Loading Loading loading Loading Loading Loading Loadrg loading Loading Loafing Loading Loading �Mullloo a � � � � I III 1 � �11 11 1 1 N 1 1 h 51 1 1 W2 I s m 421n 111.91 400 129.5 332 93.2 406 116.5 $26 79.8 408 107.8 321 69.0 408 1104.41 319 02.1 40a 1060 310 8&9 408 101.0 319 48.8 408 104.0 310 30.9 405 104.0 319 35.0 408 104.0 319 481n 74.9 312 83.0 266 62,4 312 73.4 262 63.8 312 87.0 240 48.8 312 83.2 240 41.6 312 et.3 244 37,5 312 61.0 244 31.2 312 61.0 244 26.0 3t2 61.0 244 23A 312 01.0 244 N 50.6'231n 07.0 261 70.0 234 53.2 201 81.6 228 43.6 261 88.7 224 30.0 261 62.1 222 35.5 281 60.1 220 31.0 281 49,3 210 20.6 291 49A 210 22.9 281 49.3 216 20.0 281 40.3 210 111 G M 0 5410 52.6 247 07.6 207 43.9 247 49.8 202 37,8 241 44.6 188 32.9 247 41.5 190 20.2 247 38.4 184 26.3 247 30.4 183 21.0 247 3a.1 193 1&a 247 30.1 193 1&4 247 38.1 193 m M F q3 601A 38A 200 41.2 170 32.0 200 35A 166 27,4 200 31.8 163 24.0 200 26,9 160 21.3 200 27.1 159 10.2 200 28.0 157 10.0 200 25.0 166 m 831n 33.1 191 35.3 165 27,0 101 30.3 152 23.7 161 28.9 140 20.7 161 24.5 146 1&4 181 22.6 IN 10.8 101 21.7 143 0 z m $ .in 2e.e 10S 30.0 142 24,0 163 16.1 139 20.6 169 23.1 138 10.0 166 21.0 134 Z �g� 72M 22.2 139 23.3 120 16.6 139 19.9 lie 15.9 130 17.5 lie 761n We 125 19.7 100 16.7 126 10.8 107 781. 17.3 116 18.2 101 TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: N Z yc p AnohorCa eoi Table Ibs ANCHORCAP�,,,, BUWImIo: 1.7k Caaleio 3.6k Conn. HoDaNCMu Flllad G4U PT Wood Metal (DP_) )-ANCHORCAP.,,, rn a- 5110`Elco 114.36 Eko 6I18'Elag 1!4`66 EIco 010 Sled g1261ec1 912 Sled MULLION CAP,,,,,,,,,. LU Anchorlype: Wr Eke Uilrwon UP Elea Ullrecon 3116'Eko Ulbacon lie Eko Ulboem X Q AnehorCllp Patterns Utlmaon Aggnaaor UMocon ADgroostor semw los)somw(Gs) screw(65) USE THIS FORMULA TO OBTAIN THE"ANCHOR N to to Edge Distance 6n7 1' 2-112• 1• 2-Ire 3.18• 1 2.1rr 1• 2.1re 2• 3-118• 2% 0.46' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN U Q Em6edmenl M 1-14' 1.314• 1414• 1.34' r 1.1M• 1-11P 1.114• 1.44• 11414• 1.114• r 1-19• tore• Nr111 ACTUAL PRESSURE REQUIREMENT FOR THE - O O 2Anthem @4.76•Min.O.C.I standard or Olfedalp(F1.17 390 n2 390 too 4501be 8901bs 10441W 270 to, 280 The 354Ms 740 lbs 3741bs Ibs 9461W 3411bs 442Iha 5801W OPENING,WHEN IT IS LOWER THAN THE MULLION a' (A 4 Anchom0I.15"Ego.O.C.1 Standard(or06te6 Clip(Fig.2f• 460 lb. 7001W WA WA WA WA 3801bo WA NIA WA WA WA 6821W 1185169 11201W CAPACITY(FROM THE TABLE)OF THE SELECTED a,� 4 Anchone®WMIA 0.G1(2)2a5Angk Cope1(FIg.3p 780Ibo Milos e6Dlbs 1560102 1698 ms 5401bs NO lbs WA 760[be 7491bs 8801be 159215. 682 lbs 89513 112a too MULLION.IT WILL YIELD A MINIMUM ANCHOR -a 2 Al X0.46•MICU C.I U471p.IMo.125-Alum.(ft WA WA WA WA WA NA WA WA WA WA WA WA WA NIA Ttls[be CAPACITY WHICH MAY BE USED TO QUALIFY f AnohwlF-0Idi(Fig.S): 1891ea 18613 22513 445 Ws 6221bs 1351bf 740 Ns 17713 37013 18713 33213 473 Me t7o IW 22113 240 W! ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohors®1.16•MIn.O.0JF4] (F .Bk 2401ba 3501W NIA WA WA WA 1801112 WA WA WA WA WA 341 IW 4421bs 6801bf ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCTRUVISOD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Uu8d11O�ode "1oi1da SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000" f- A4vcptanc9N9 -50 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. To FIGURE& 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, I Nisei ads Pro ecu Control HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• �tlf 1111111 FIGURES SHOW 9UGGE9TED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROIlr-FILLED L 125" `� q •�1CC-NSF//1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED •'P FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.126" � *' No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2`X.126'MULLION LEAST.126"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ff r %���•. S A E�ORS S ""910 A. ENG`• A.LYN IUILL�R.P.E. FL P.E.#68705 TABLE 2A Mullion Capacity Table Ibalfel Opening W)d(h(forlierticaly9penning mullions)or Opening Height(for hodzontaly-apanni g ml/0oln) 601n 60 in 701n so In 90 In 10014 12014 14 In 100 in a Rectenoulsr Trapfrdarg. Rectangular TnpRdang. Rectangular TrapfUlong. Rectangular Traplydan) Rectangular Tnp/rdang. Reoterpular TropRdaro. Rectangular TarpRdang. Rwlarpular Treprrdarg. Rectangular Tiapirdeng. ti s 1x2x.376 Loading Loading Loading Loading Loadig Loading Loading Loading Loading Loading LoadingLoading Loading Loading Loading Loading Loadlrg Loading a Alum.Tub Mullion N zto Sm 421n 170.0 620 170.0 435 161.3 egg 170.0 470 129.7 082 170.0 606 173.6 882 169.6 610 100.8 602 168.8 517 80.0. 602 t66.8 617 73.7 602 t6a6 511 64.9 662 158.9 617 68.7 682 16a9 517 48 In 121.0 607 138.0 419 101.4 607 119.2 410 66.9 507 100.7 403 78.0 507 1029 390 67.6 607 99.6 307 60.8 501 89.0 396 60.1 507 99.0 396 43.4 607 0.0 396 38.0 507 09.0 398 60.6251n 103,7 458 114.6 370 e6.4 450 89.0 371 74.7 456 90.6 364 64.9 456 84.6 360 67.8 456 01.3 357 51.8 458 60.0 368 43.2 460 80.0 356 37.0 456 80.0 356 324 45a 80.0 358 pd m U) 541n 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 727 322 63.4 400 117.3 318 47.5 400 84.0 316 427 400 62.3 314 35.6 400 61.8 313 30.6 400 61.8 313 28.7 400 61.8 313 m M g 80ln 623 321 66.9 276 51.9 324 57.6 270 44.5 324 51.2 264 30.9 324 4118 260 34.6 324 43.8 257 31.1 324 420 255 28.0 324 40.6 253 222 324 40.11 263 18.6 324 40.5 263 (0 a 031n 53.0 294 57.4 252 44.6 204 40.2 246 344 294 420 241 33.6 284 39.8 237 20.8 204 37.1 234 2aB 284 35.2 232 224 284 33.5 230 19.2 204 33.4 230 18.8 284 33.4 230 2 681n 46.0 268 49.6 230 39.0 268 424 236 33.4 266 37.5 221 29.2 268 34.1 215 290 260 31.6 215 23.4 268 28.8 212 19.6 280 28.0 210 16.7 268 27.7 200 14.8 268 27.7 209 fig• >� 721. 38.0 226 37.9 196 30.0 226 322 101 25,7 716 20A 186 226 226 25.6 185 20.0 225 23.6 182 18.0 225 221 160 15.0 225 20.3 177 120 216 19.6 178 11.3 236 19.8 176 w q 7 TB In 30.6 202 32.0 777 23.6 702 27.2 1Ta 21.0 202 23.8 170 19.2 202 21.6 1117 17.0 202 19.7 185 15.3 202 18.4 163 128 202 10.7 760 10,8 201 15.9 160 9.6 201 16.6 766 09 LLZI 7014 2a3 192 28.6 180 23.8 192 26.1 185 20.2 192 22.0 102 17.7 101 19.7 160 18.7 182 18.1 157 11.2 101 18.8 155 1i.e tet 15.2 152 70.1 101 14.4 150 69 192 14.2 160 BD in 18.6 144 10.0 126 16.4 114 10.1 126 Q � Z N C s 9014 16.2 127 15.8 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N Anchor Cavacltv Table(lbs) ANCHOR CAP.,-,,- � N � ry 8ubetrsle: 2.7X Concrete 3'511 Cm. HoOOWCMU Po:edC74U PT Wood Metal (OP,,,)X� )=ANCHORCAP.,,, MULLION CAP. ,,. F 918•Elco 7!4.66 Elco 915'Ebo 7Ag ra Ebo 910 steel06 40,etec165 c 0(sd V X Q O O Anular type:h240lb3 w Ullrscon 114'Ebo Uluaon 3118'Elw USneon 114'Elco Ullrscan AnOhorCllpPaltema ullnaon AggrsOalor Uluaon AgpreOanr scrow(06)sa(r6(o5) samw(05) USE THIS FORMULA T0OBTAIN THE" C Edge Distance On): 2-112• I. 2-117 3.1/6• to 2.11r I• 2-Ur 2' 3.96' 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN DQ- e- Z�4q U) Embedment On): 1.3"4• 1.314• 1.314• r 1.1141 1.114• 1.114• t-I14' 1.114• 1.114• 2' 1-18• 1918' (edea ACTUAL PRESSURE REQUIREMENT FOR THE 2AnohmC 4.75•Min.O.O.late rdor05sel Clip(F1g.It 3901ba 4501bs 890 lbs 1644[be 270Ibs 2601m 3541ha 7401bs 37/16s 864 ma 94616s tlbe M216s S601ba OPENING,WHEN IT IS LOWER THAN THE MULLION 8$ ,{X ,..1 gn 4 Anolcrs G 1.16•Min.0.0.161oMerd(wO5se8 Clip(Fg,2r Too los WA WA NIA WA 300[be WA NIA WA WA WA 682W%- 8651bs 112D We CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 4113'Min.O.C.1(2)246 Angle Clips!(Fig,37 7001bo 6811 lbs IND lbs ION Ita 540lba 6W lbs WA 780118 T461bs B901W J692 IM 6a21M 89-lbs 1120 The MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors C 0.45•Mr.O.C./ULllp,In10.125•Alum.(Fig.4Y WA WA WA NIA WA NIA WA NM WA WA WA WA WA 7t5as CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Qip(Fq,S} 125 lbs 225 lbs 44511, 612 ibe 135 lbs 140 lb. 177 roe aro lDe 167 lbs 332 Iba 473 lbs 17010s 221 fes 260lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Malan a 1.15'ter.O.CJ F•01p(F ft,Or. 350 Me WA WA NIA WA 100n WA NTA WA WA WA 3411os 4421bs WOIbs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I PRODUOPREVIS110 FIGURE 1: FIGURE 2: TABLE NOTES: as co p �o�Dg F)odda 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. A4apeafcONo �a SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1.000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 Ism! a 0 ucl onirol FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. I I I I I If/,, Fe • • • 2.000• -1 FHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \���oNy LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� ANGLE CLIP MUST BE USED IN PAIRS. .376" : '•1,\CENSE'•.Fq ii 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 J = *:• No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126' 1'X 2'X.376'MULLION • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. GrATE C(/ /S10NAL A.LYNN MIL'LnEtR,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Teblo Ib61R2 Opening Width(forvedically-spaming mtiilons)orOpening Height(for hod2ontafy-spanning mullons) C w 501n 60b 701n 001n 001n 1001n 1201n 1401D 1601n 4 '� 1 X 2.75 X Rectangular TmpMang. Raelengulor Tmp/91ang. Rectangular DeptTdaii. Raetangrier Thp/Mang. Rectangular TrapMang. Reolugulr TraplMong. Rectangular *RWIlrfang. ReolantlAar 'napltltong. Rectanguar Trapmang. .I x2.76111. Leading Loading Lading Load L.. Lading Lo4din9 Loading Lo"n0 Loadrg Letting* Loedln0 Loadbg Loading Loadng Ladng Load-9 Loadng Alu cY Tub cm Mullion z "L (... 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 ON 170.0 bob 170.0 992 170.0 519 170.0 1`110 170.0 621 170.0 1240 170.0 521 140.7 1301 170.0 621 127.5 1301 170.0 521 111.6 1301 170.0 521Uj W 481n 170.0 708 170.0624 170.8 650 170.0 801 170.0 992 170.0 630 170.0 1133 170.0 est 151.6 1139 170.0 077 138.8 1139 110.0 080 113.9 1139 170.0 660 Sze 1139 170.0 600 06.4 7130 170.0 050 50.825 In 170.0 747 170,0 503 170.0 898 170.0 831 167.61 1032 170.0 664 148.6 1032 170.0 723 130.51 1032 1170.0 747 117.4 1.032 110.0 700 97.9 1 1032 170.0 ISO 87.9 1032 170.0 756 73.4 1032 170.0 766 W O 64 In 170.0 797 00.0 812 161.3 907 170.0 691 135,2 901 164,7 730 120.9 007 .152.5 720 707.5 907 145.0 714 OILS 907 141.1 710 80.6 007 140.0 70O 69.1 007 140,0 709 60.6 007 110.0 709 (n CD I- 601. 141.1 733 161.6 025 117.8 735 130.3 ell IOOA 738 118.0 699 68.2 733 100.2 Goo 78.4 735 09.6 563 70.5 735 25.1 576 59.6 735 91.0 574 50.4 735 91.8 674 44.1 735 91.5 574 631n 121.9 065 130.0 570 101.0 888 111.5 667 87.0 660 98.6 547 76.2 660 90.1 538 67.7 880 61,9 631 60.9 606 70.0 528 50.0 WS 76.6 521 43.5 868 75.6 521 38.1 686 78.8 521 J w 681n 108.0 807 112.4 672 88.3 607 06.1 511 76.7 807 65.0 601 80.2 607 773 493 60.8 807 71.6 488 510 B01 87.0 IBI 44.2 607 03.1 410 37.0 607 07.7 474 33.1 601 82.7 414 z a gR� 721n 01.6 610 W.6 443 68.0 510 73,0 431 68.3 510 61,3 428 61.0 610 57.9 419 45.4 510 83.3 413 40.8 510 60.0 408 34.0 510 45.0 402 29.2 510 44,4 399 25.6 510 41.3 399 N 3 781n 62A 468 72.6 400 67.0 460 01.7 392 49.6 456 01.1 305 43.4 456 46,8 JIa Jab 455 N.8 373 31.7 158 41,9 369 209 458 37.7 362 21.5 166 30.0 369 21.7 466 35.7 359 = J z 7a 1. 84.2 435 07.0 381 53.6 435 56.6 373 45.9 435 49.8 we 40.1 435 44.7 360 35.7 435 40.0 355 321 435 38,1 351 28.6 435 34A 344 22.9 436 32.6 3N 20.1 435 32.2 340 g r .- 001. It.e 327 43.1 280 34.8 327 30,4 2W 29.9 327 31.8 280 20.1 327 20.3 275 23.2 327 25,7 271 20.9 327 23.7 268 17.{ 321 21.0 262 14.9 327 10.3 266 n C 981n MA 287 33.4 257 28.7 287 29.9 252 2{.8 287 28.0 248 21.6 297 23.1 211 ID.1 207 70A 210 17,2 2eT tai 237 NA 2W 1eA 232 � X� �0 9- 1081n 21.2 227 21.7 206 20.2 221 20.0 211 11.3 227 1e.0 106 16.1 227 18.0 195 W III In 22.3 215 22.7 101 16,6 216 10.1 191 10.9 216 16.0 188 �+ N N Y 1201n 17A 184 17.0 187 1-HJ 1-' TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: U X O Anchor Capaoltv TablaObs) ANCHOR CAP,„,, r m0 30) eubslmle. 2.7a Consreto 3.5R Cunt. Hollow CMU Filled CMU PT Wood Metal (DP..)X(VAN >=ANCHOR CAP.- � .Q' TJIV Eke 1/4'68Ek0 51104EI00 114•BSEko 01081ml 8128teal 812 Steel MCAP.,•,,,,,,, ' .� Anchor Clip Patterns Armha typo:h311iro Ullmwn 1/{'Eko Uluecm Ul ow 3110•Eke UIImw 114'Eko Ulbacon AppliBlor (nlmoon AggreGalm ecrew(G5)Scmv(G5) Somw(o5) USE THIS FORMULA TO OBTAIN THEANCHOR Edgo Of lana.6072.112• r 2-Itr 3-fir r 2.112• t• 2.121 r 3-U8• 2• 0.48• 0.54• oa2/• CAPACITY REgUIREO'CORRESPONDING TO AN Embedment n t-314• (•314• 1-J14• 2' t-114' Wle 1414 f-114• t-114• t-174• 2• IJ18' 1+918• sedos ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehvm84.76' In.O,a181anard"OffsetClp(F10.17: 3 la 4501a 690 Me 10441be 270 See 2801M 354Ibs 740Im J4We Ibe 946lba 341180 4421be 580IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehom@1.151Ann.O.C.l Smnden!(crO6sel)Cgp(Fig.2): 700lbs WA WA WA WA 3801be WA WA WA WA WA 682lba 6851be t120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED I Ancho FO3•MIn.0.0.1(2)215 Angle Caps I(Fla,3p 780lbs 660lbs 1880 fbe 1696lbs 640lbs 5601ba WA 7601bs 74816e SWIM 1892lbs W2lbs Wl 11201a MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anolgm@0,45'AW.O,O.IU-alp,Into.12V Aturn.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 1 7151a CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArKh"I Ff gp(Fig.5t 195[be 195 lbs 225 Iles 445 lbs 822 W 13316s 140 lbs 177 lbs 370 lb. 1671M 112 Ma 4TJIbs 1701a -1 lbs 280 V. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anohon 1.15'Mln.O.CJ F-alp(Fla.eta 240 lbs J50 roe WA WA WA WA 190lbs WA WA WA WA WA ]I1 Na /{21be 6501a 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. Ce RODUCTRBVISBD Sdinn"emgOtmewith 16epbtlda plan Nma FIGURE 1: FIGURE 2; TABLE NOTES: Date � • � � -►I 1.000' f-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. +tI ado Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, t I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: `� �0,,.-••.•.,,/�� /� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.150•, 410ENg�'•..FP /� • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. t No.50705 �c ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED 375' :ro;�J r�,°��S•:•w` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' -T ' Q S'ATE uF 4/ • {1'I�II�-� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '���'•,F(ORIOP.•' am;; LL�II�J 'X 2.75 X.376'MULLION • • • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND G '��S�p�• '•••"'Irl �. THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I&S S.S.S,S.OR 410 S.S. 'lJr �nfQl ++�' A.LYNNI LLEfI,P.E. FL P.E.#58705 TABLE 4A ®� n Mullion Capitally Table lbafte) Opening Width(forvaNcelVsparrinf;mullions)orOpening Height(for horizontelV-eperWrtg millions) 6ofn 6o In 70 in so In 001n 7001. 120 in 14014 t00rn Rectangular RspMang. Rectangular TrapMenp. Reclanpuler 11spRdang. Reatmp/er 77epRdsng. ReolenOrler Trep/lllanp. Itoalarpdar Treplmonp. Reotengulm Trep/Olanp. Roafe 1'r Tn � 1 x 2.76x ngul oadIng. Re Losing hopl ing o: Loadmp Loednp Loednp Loednp Loading Loadnp LoednO LoWnp Lo3dnp lwsdnp Loading Lot Ino Tge In Laednp lwWrp Losdnp Lwdnp Laednp loedn9 Y 660 Al Mullbion 145 (L O 1x1. vo.o azo 170.0 435 170.0 7u vo.o 170 170.0 a6e 170.0 ace vo.o 992 vac m9 no.o Hte 170.9 621 170.0 1240 110.0 set no.a 1166 170.0 set 160.3 tma tto.o 621 13e.a tela eo.o 621 w la In 170.0 705 170.0 524 170.0 650 170.0 564 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 141.7 1417 170.0 060 121.5 1417 170.0 660 106,3 1417 170.0 000 S 50.6251n 170.0 747 170.0 603 170.0 890 170.0 631 170.0 1040 170.0 691 t70.0 1103 170.0 723 162A 1260 170.0 747 146.3 12M 170.0 758 121.9 1258 170.0 760 104.6 1260 170.0 750 01.4 1268 170.0 760 W Q 541n 170.0 797 170.0 612 170.0 956 110.0 001 170.0 1118 170.0 761 160.7 1130 170.0 803 133.9 1730 170.0 037 120.6 1130 170.0 556 100.6 1130 170.0 851 80.1 1130 170.0 Bat 75.3 1130 170.0 661 60 in 170.0 865 170.0 701 148.5 015 162.3 Tat 125.5 816 111.6 740 109.9 013 132.3 735 07.9 018 123.0 728 117.9 015 116.5 720 73.2 016 114A 716 02.0 016 114.4 716 64.9 016 114A 715 {-+ 63 in 151.0 a30 101.9 710 120.5 830 138.8 694 106.5 630 123.2 651 04.9 630 112.2 070 8/A 030 104.0 602 76.0 530 90.4 060 03.3 030 04.6 640 64.2 830 04.1 619 47.4 830 01.1 040 (� 8814 732.1 767 110.0 550 110.0 767 118,8 638 81.3 TS1 106.0 024 02,6 767 9&1 1111 73.1 7S7 89.1 BOB 08.0 757 01,2 800 66.0 767 79.0 583 41.7 767 Ta.2 SA1 41.3 767 76.2 691 Z d a 00 LLLLLL j 72 in 101.7 63B iW.8 552 84.8 03B 91.0 610 72.7 B3B 60.1 530 03,0 538 72.2 021 58.5 SM 60.5 614 60.9 OU 02.3 60a 47A 838 57.2 500 30.3 0.38 65.3 497 31.8 638 65.2 491 j J Z 70.In 116.5 S77 008 1811 72.1 671 70.11 480 6. 71 87.4 479 61.1 671 80.8 471 46.0 571 6S.6 464 43.2 571 51.6 459 38.0 511 47.0 451 30.0 671 44.5 447 27.0 571 M.6 448 701. 60.0 512 B7A 171 x0.7 $12 70,0 185 67.1 512 0.2.1 ISa 60.0 642 55.7 418 11.1 542 51.0 412 10.0 612 17.5 137 33.3 512 120 429 208 542 10.8 4Z5 25.0 1142 10.1 427 90 In 82.1 107 61.7 381 40.4 107 458 366 37.2 407 39.8 310 32.5 401 36.3 340 20,9 107 32.1 330 28.0 *20.8 21.7 407 26.1 327 IO,B ID7 Z1.1 322 18.3 407 23.0 310BO In 12.9 368 14.1 3Z0 35.11 335 37,2 311 30.7 350. 328 309 20.5 356 20.0 361 Z3.B 350 28.1 300 21.6 11.9 358 21.0 289 15.3 353 19.2 Z8/ X 1081n 30.1 263 30.0 255 25.1 240 25.9 251 21.5 283 22.5 247 18.6 263 19.9 244 18,7 263 18.0 240 iS.1 403 (V 4�p 111 In 27.11 267 20.3 242 23,1 207 23.0 236 10.8 287 20.0 238 17.3 267 10.3 231 ISA 207 10.5 22a N 120In 23.0 229 22.3 209 fa.0 229 10.0. ZOS 16.7 729 feta 202 Q X Q O O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: d ' p AnghorCa act Table fibs) ANCHORCAP.,�,,, !Y Substrate: 2,7k camreto 3,6k Conn. Ho11vYCMU Filled tldU PT Wood Metal (DI, D w)X( >mANCHOR CAP.,,, 6110'Ebo 114'98 Elco 6116•Elea 111'89 Ebo 608 teel Y1281ee1 MI2 Slee{ MULLION CAP.,,,,,,,,,, Anchor Clip PaltBme AnehorType: 31IC Ebo uluroon 1/4'Elan Ulhsaan U16a� 31I8'Ebo Ultracan 1141 El. Wuaem gYWaGelor Ullncon AWmOebr Boretr(os)6arow(Os) 8crow(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge IAslanoo 0n1: V 2.14• 1• 2.112• 3.081 1' 2.112• t• 24 2• 3-vB• 2' o.40• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Ell 04n nt n 1314• 1311• "Al' 1341 2' 1.14' 1.11• 1.114• 1-1W' 1.114' 1.114• 21 134• 1318' wd33 ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohore 404.75'Mb.O. /Stell or 003et Clip(Fig.IX 390 M3 390Ibe 4601b3 8901)8 1644 ba 2701W 2801bs 354 lbs Io 3741be Bal 040 lbs 341 ibs 4121 560760. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Analwn®1.IY No.O.Q./8leoderd(orOl4a•)C9p Tig.2Y• 4001be 70011'3 WA WA WA WA 390lbs WA WA WA WA WA e62 lbs 5I 1120lb3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchme Q 3'Min.O.C.f t22r6Angb Cope/(Fla.3): 780 lbs 780Ibs 580153 168010.0 189BIbs 610lbs 500lbs WA 160 lbs 7481bs 860last 1692lbs 682 lbs 1'e 1t201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR PEE ®0.15'MN.0.0.l Urlip,Inlo.1251 Alum.(Fh,4k NIA WA WA WA WA WA WA WA WA WA WA WA WA 715 Poe CAPACITY WHICH MAYBE USED 70 QUALIFY 1 low l F4:Op tFq.SX 11 195 lbs 225lb. 4451)3 82211)1 135 ft 140lbs 177 b3 370 toa 107 Joe 3321be 473lb3 170•o$ 221 lbs 2801b3 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anohom 1.1vhiln.O.O/F•G 14.6: 2101W 350Ibe WA WA WA WA 190lbs WA WA WA WA WA 341 lbs 1421bs 560 ft ANCHOR CAPACITY TABLE. RQDUCf RBYISBD 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. comYlYlnt whh Ibo Florida u0dl5gCbdg �•'' FIGURE 1: FIGURE 2: TABLE NOTES: roap�ceNO ����• -1 t.6ov f- on ate /.Zed/- 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. t 41en1ado Pr0J11cl Conlrof \11(1711117///1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: �����0\,........ 14 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;' No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12G 1 '• r Z� 1 S ATES ATE Oj2 � THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT '-0.(�'•. �• • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEST 3 SCREW THREADS BEYOND 1'X 2.761 X.650'MULLION ;(Cs •�<ORID?.•' \� • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-88.S.OR 410 S.S. ��'ii910NA1-�k,% lk A.LYNN 11uILLER ,P.E. FL P.E.#58705 TABLE 5A Mullion Capacity TableIRISH?) Oponlnp VYldth(for lerlicalyLspanning mtklons)or Opening Height(for hodmrAa[VItpemirg minions) 6010 6010 7010 5044 BO in 10044 12044 14044 16010 �� O Raolanpular 7lapMang. Recten9uler Raprideno ReclonOuler Trep/TAe1p. RwNngs4ar TmpRdan9. Rwlenguler hapRAenp. Reclangllar Tmpllileny. Rwlen9utar Tlepflnen0, Reclenaular Troprtdeng. Reolanpulu TropRden9. o: 1"X3.126"X LoO&O Loafing Lauding Lauding LOB&M Loading Loadn9 Leading Loading Leading Loadn9 Loadnp Loadn9 Leada9 Loadn9 Load" Leading laadnp �Y ti .500"Alam _ a ���y• _ _ _ _ _ _ gg2^ It Tuba Mull N U 1210 170.0 820 170.0 435 170.0 741 170.0 478 170.0 808 170.0 608 170.0 892 170.0 bt9 170.0 1110 1TOA 521 170.0 1210 170.0 521 170.0 1468 170,0 511 170.0 17J5 170.0 621 164A 1802 170.0 621 J W 46 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 092 170.0 030 170.0 1133 170.0 Ni 170.D 1276 170.0 077 170.0 1417 170.0 080 157.7 1677 170.0 660 135.1 1577 170.0 680 110.2 1671 170.0 650 ct 50.626 In 170.01 747 170.0 583 170.0 890 170.0 631 170.0 1040 170.0 084 170.0 1195 170.0 443 170.0 1345 170.0 747 170.0 1494 170.0 156 141.7 14951 170.0 758 121.5 1495 170.01 750 108.3 1495 170.0 760 64 N 170.01 707 170.0 812 170.0 000 170.0 691 110.0 1118 170.0 764 170.0 1275 170.0 aO3 1841 1401 170.0 837 149.5 1401 170.0 858 124.8 001 170.0 Set 100.8 14D1 170.0 881 93A 1401 170.0 881 m 0 IO J 601n 170.0 685 170.0 101 170.0 1003 170.0 707 159.5 1150 170.0 878 138.7 1168 107.0 020 123,3 1156 150.5 917 111.0 1158 149.7 810 02.5 1156 144.5 003 70.3 1150 144.5 903 88.4 1168 144.8 903 J 031n 170.0 930 170.0 745 159.5 1049 170.0 050 137.0 1049 155.5 880 118.5 10111 141.7 848 100.5 1D49 132.0 038 95.0 1040 125.5 620 70.9 1019 110.3 820 00.5 1040 118.9 810 59.0 1049 110.0 010 68 In 168.0 055 170.0 780 139.0 063 161.3 9a t10.1 055 133.7 780 1015 BSS 121.1 775 92.0 955 112,8 705 a3A 953 106,0 787 69.5 055 89.5 7{9 59.0 9SS 05.7 740 62.1 955 98.7 710 ? W j 721n 120.5 603 134.0 597 107.0 800 10.9 852 01.8 603 1111.1 870 50.3 903 91.2 639 71.4 603 414 819 515 803 70.8 942 53.11 003 72.2 032 45.0 503 60.6 828 40.1 603 80.7 027 to 5 781. 100.2 721 INJ 628 81.0 721 87.0 016r47.0 721 U.1 605 88.3 721 78.5 595 80.7 721 70.1 558 54.0 72t 85.4 5" 45.5 721 59.4 680 Sa.0 721 50.9 584 34.1 721 56.1 503 Q =888 78 in 101.0 664 105.4 698 &.2 564 68.! 607 004 744 678 03.1 06{ 70A 687 60.1 064 64A me 60.5 ON 58.0 581 42.1 884 $1.1 541 38.1 084 51.3 538 31.6 654 50.6 534 a- � Q O 90 in 65.8 511 87.0 450 64.5 514 57.3 446 514 50.0 440 41.1 614 44.0 403 35.5 514 40.5 427 329 614 37.3 421 21A 814 33.0 412 23.5 614 30A 408 20.6 514 20.0 403N Z001n 54.2 452 55.7 404 45.2 452 47.0 300 452 40.9 300 33.8 452 30.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.6 452 20.11 386 19.4 452 24.2 359 16.8 452 72.8 3551081n 38.1 357 30.0 322 31.7 357 32.7 317 357 25A 312 23.6 357 25.2 308 21.1 357 22.7 303 18.0 357 20.6 290 15.9 367 10.0 203 13.8 357 185 287 tt.B 357 16.0 293 52 111M 35.1 338 3S.a 308 20.2 Jia 70,1 301 336 28.1 280 21.8 JJ8 23.1 282 iB.S 338 20.0 260 17.5 J3B 18.0 284F14.6 335 18.5 275 12.5 3b 14.6 27J 11.0 335 13 289 M N to20 in 21.1 269 282 203 2J.1 268 2J.7 269 10.0 268 20.6 255 17.J 260 18.1 262 15.4 258 185 2A9 13.0 289 14.8 218 269 12.8 240 0.0 289 1fA 238 B.7 288 10.4 232 Q X Q O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �- Z�� AnohorCa act Tab lbs ANCHORCAP.,,,,,,_ ? fwo SuDstmla 2. COMPAD 48k cont. HMO CIAU FRUCh1U PTWaoa MEIDi (Dlj„)Xr ANCHORCAP.- ,1, I"g-3 6116•Elco 1M'SS Elco516•Elto 114•SSElco N1061ed 012SItel N12 Sleet \MULLION CAP.,,,,,,,--I AnchorCllpPa((ema Mcna7Ypa 3HCFJcoUimton tl4•FxOUnmcon 01twon 3tCElcounraon tl4EkoUAmcon AgWe0ator USmeon A99m0etor Scmw(05)acreN(05) SUM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0lslarce 0n r 2-a2' 1• 2-vr 3.1re' 1• 2-vr 1• 2-fir r 3178• r 0.46• 0.641 0.32,1• CAPACITY REQUIRED"CORRESPONDING TO AN EmDeOnwl n 1-314• 1.141 1-314• IA4• z• 1474' 1.114• 1-174• 1.444• 1.1M• 1.14• z• tare• taut• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Antrom®4.7a•9uno.c.1SIflWwdao856s Ctl (Ra.1) 3BOD3 390168 IDs BSO Me 16UIDS VOIDS 200[be 3W IDS 40 Its 344105 wits 916104 341113 442 r501e OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amnas 01.15•Min.O.C.l Slaneam(or 018e1C0 0921 400IDS 7OD Its IIIA ILIA WA IIIA 38D He NIA IVA IIIA ILIA IVA 68203 565144 11201115 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Alclpn®3"."n.0.0.1 M 215 AngleClIs I(Ro.37 780105 700IM 660 IDS 15Wrm 180815 NOW 560 Its IIIA Nolbs 7481s 680106 1082 Poe 682Ws 0851Ds t12D93 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArcMm®0.45.81N.O.C./UCOp,NID,126'Alum.lFl0.{) IIIA IVA IIIA IVA IIIA IIIA ILIA NIA IVA IVA ILIA ILIA Ilq IVA 1073 tea CAPACITY WHICH MAY BE USED TO QUALIFY 1ArcrorIFCu oa) fob1D3 196108 2aslDs 44611 822 Its 13515 1109x 17713 $70[be 167 IDS 332 We 47313 17013 221 IDS 28003 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctn3 1.16•I11n.O.CJFCV 240103 3rD los NIA IVA IIIA IIIA 790 an ILIA IVA IIIA IUA IVA 311 roe 442144 moms ANCHOR CAPACITY TABLE. RODUQPRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. to 11 whhMID lids F+1.000'�I vRding CLde cDNo FIGURE 1: FIGURE 2: TABLE NOTES. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 e Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111111tH 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125' FIGURE 3: �� ��`.••'' •.�F` �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1���;• I,IGENSE •,,� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. K�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' _ �L CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED q 15 ;•11! FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' 1•X 3.126"X.6'MULLION ( 'AO STATE OF :•�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'VFMULLION) �i����'•.FLORIOp;.•'`C_��� LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND s ••••• ' C 13 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �I S"ONAL A.LYW16111AR.P.E. FL P.E.#58705 TABLE BA � Mullion CapacityTable(Ib•TAe) Opening Width(for wrt caly-spandfg mllllon8)or Opening Height(forhodrnlde*sparring muillons) Nq q 601n 601n 701n so In 90 In 100.3 1201n 1401h learn Reolangular hepmen9. Rectangular TropRrlon9. Rootenouier Ttep/llieno, Re0langdor Tmpndeno. Reeiangular hep7hlang. ReclengWer Tr/TVIM/nO• Rectangular ha{Vi og, Reetonost Trep/7 ang. Rooton9uler TreplTdong. � I x4x.126 Loading Loadne Lacing Loadng Lowing Lowing Waring Loadag Loading LOedng Ladng Ladng Loam Loadng Ladng Lcadng Loadn9 Loadng Alum.Tube Mulllorl 11 1a I I I a I I I II I a I a h I . fill, I 1 1a h I I� I I N I IIIIiIIIIII � IIi I s 421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 660 V0.0 hoe 170.0 092 110.0 619 170.0 lite 170,0 521 170.0 1240 170.0 821 70.0 1406 170.0 521 145.8 1409 110.0 521 127.0 1409 170,0 521 J W 48 in 170,0 706 170.0 57A 170.0 660 170.0 561 170.0 092 1To.0 we 170.0 1133 170.0 681 170.0 1276 170.0 677 168.8 1303 '170.0 600 .30.3 1303 170,0 Bao 111.7 1303 170.0 680 07.7 1303 170.0 080 J LLLLLLLLl111 50.025 In 170.0 747 170.0 563 170.0 690 170.0 031 170.0 1048 170.0 684 170.0 1196 170.0 723 160.1 1235 170.0 747 140.6 1236 170.0 756 117.1 1236 170.0 756 100.4 1235 170.0 758 87.6 1235 170.0 756 2 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1156 170.0 603 137.2 1168 170.0 837 123.5 1160 170.0 868 1029 1168 170.0 OB1 06.2 1168 170,0 681 ]7.2 1169 170.0 801 m O Q 601n 170.0 065 170.0 701 166.7 1042 170.0 707 142.9 1042 101.1 032 125.1 1042 146.7 516 111.2 1042 138.0 601 100.0 1042 130,2 791 03A 1042 125.1 702 71.6 1042 125.1 762 62.5 1042 126.1 782 6313 170.0 930 170.0 745 161.2 002 163.5 818 129.6 092 144.4 799 113.4 092 131.0 782 100.0 092 121.4 768 90,7 092 114.8 758 75A 992 1o3A 745 04.6 902 108.0 744 50.7 092 105.0 744 g 661n 165.4 847 170.0 789 137.6 047 145.0 768 1118.1 W7 130.3 780 103.4 047 117.7 762 91.9 047 108.7 735 82.7 947 102.2 727 68.0 047 03.1 713 59.1 047 94.0 711 51.7 047 94,0 711 U e 721n 135.9 649 142,7 737 113.2 819 121.6 722 07.0 849 100.0 709 64,9 649 oaA 090 75.5 849 86.7 Bab 67.9 049 82.7 675 56.6 640 76.3 650 48,6 849 72A 862 42.5 849 72A 651 7613 116.5 762 120.7 686 90.3 702 102.8 052 82.5 782 00.0 640 H28.8 0.9 620 84.2 782 74.2 620 57.0 762 69,2 613 40.1 782 62,8 602 41.3 762 69.9 597 30.1 762 59.4 595 ? N Z Z 70 In 106.0 724 111.4 034 69.0 724 94.6 621 78,3 724 82.9 009 74.4 589 59,4 724 68.1 591 63.4 724 03.4 583 44.5 724 57.3 873 30,2 724 W.3 507 33A 124 53,8 866 a J � zt 001n 60.0 643 71,0 483 58.0 543 60.7 474 49.7 643 52.0 406 47.1 460 30,8 543 42.8 452 34.9 643 30.5 446 20.0 643 34.9 476 24,8 643 32.1 430 21.7 543 30.7 426 �ZQ-. 5 Be in 67.3 478 68.0 427 47.8 478 49.7 419 40.9 478 43,2 412 30.6 400 31.8 478 34,6 400 20.7 478 32.0 303 23,8 478 26.1 age 20.5 478 28.0 380 17.9 478 24.2 376 70613 40.3 377 41.1 341 33.6 377 34.6 335 20.8 571 30.0 330 26.6 326 22.4 377 24,0 321 20.1 377 22.0 317 18.8 377 10.0 310 14.4 377 17.1 301 N aN-•III In 37.1 357 378 323 30.0 357 31.8 315 20.5 357 27.6 313 24.4 309 20.0 357 22,0 305 18,6 387 20,1 301 16,4 357 17A 204120In 20.3 306 29.8 270 24.5 300 25.1 274 21.0 300 21,7 270 fB.2 267 18,3 306 17.3 283 r x 14413 7.0 212 7.2 198 a X a ��O, O TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: za�a Anchor CaDaeltv Table Ib• ANCHOR CAP.,,„,,,_ � euh4lrate: 2.7k Concrete 3.5k0m. o90wCMU Red CAIU PT Wood Mekl (DP,",)X( )-ANCHOR CAP.,,, Anchor Type•. 3118'Eko Ulua4on 114'Elco Uluecon N16'Eko 3118'sloo UlBecon 114'Eko Uluacon 114'SS Elco 511(1'EIco 114.88Eko 9108teel 0128tee1 e1281ed MULLIONCAP.,„,,- Anehor011p Patterns u recon AporeOakr Ulireoon Aggreoetor Screw(05)screw(05) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edoognenceen): t' 2-tn' r 2-iW 3.118' 1" 2-ta' r 2.12' r 3.118' r 0A8• 0.54' 0.324' CAPACITY REQUIRED'.CORRESPONDING TO AN Embadnmt Ln 8314' 1.314' 18)4• I yr r 1.14• 1.114' 1-114' I-Ile I.1N' 1-1/P r 1318' t•3r8' tank* ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchow 4g 4.75'MIn.O.C.l Blonard or 08807 CSp(Fq.162): 390165 390114 4501 001bs 1044 M! 270 lbs 2801b! 35410* 740Ib3 3741bo 88/10! 8181W 3/11W 4421W 6B0IW OPENING,WHEN IT IS LOWER THAN THE MULLION 4 An4hors @2.2V Min.O.Q 1813ndard(or01be0 Cnp(FIg.3g 700 me 7001ba 6601b* 1410 lbs 952 lbs WA 560167 WA 030181 WA we lbs WA 602[be 886lbo 120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors C1.16'89n.O.Q l Bkndard(crOaae0 C9p(Fla.47. 98D Has 1400 Me WA WA WA WA 760[be WA WA WA WA WA 13831W 17706» 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor;W 3•MIn O.Q/(2)205 Angle Olpa/(FIC.61 780 lbs 7801133 ago lba i5d0lba 1896Iba 640 Me 6601W WA 760 The 748lb5 UO lbs 1692 N* 921b* 0lb! f 1201b! CAPACITY WHICH MAY BE USED TO QUALIFY BArrotgm 0 T min.O.C.1 R)2146 Angle COps 1(Fq.fig 1701bs 1170[be• 10201be 23401ba 28441W 810IW 840lb* WA 1140IW 11221W 1320163 2639168 1022168 1327 lbs 16801bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Andral!0OAVMIn.O.C.I U421.In1o.125'Alum.(Fig.7g WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143018 ANCHOR CAPACITY TABLE. PRODUCTRBVISED 2AnchMO2.25-MIn.O.CJF421p(Flg,e): 3701W 3501138 2001W 703 Uw 478W7 WA NIA WA WA M51b7 WA 440 It WA 341 Iba 4121W 5501W e3 wmplyingwhhtb9plodda 4 Anchors SAW MIn.O.Cl F421p F ,0): 4BOIW TOOIW WA WA WA NFA Sag lbs WA NIA WA WA WA 692 lbs 8951W 71201138 � � BU11141 O9da e^I NOTE:FOR THE OFFSET CLI P,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.000' �-- A co No py pato TABLE NOTES: .I19m1 5 Praiuct Comrdl FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE (11 I I I I 111)1 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \� / • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ............ F 9/(��� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" No.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW -_ FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED6 TA E • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126' '•�t�', �• SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& P.E. t'X 4'X.126' A.LYNN fuIILtiE1R` #12 ANCHORS INTO WOOD MAY BE STEEL,I8-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 7A ®� Mullion Capacity Table IbsW OpeningWldth(forvergealysperrVngmUllore)orOpsningHsl()III(for hoAontely-spenrigmuNons) jw 5Q 60 in (loin 701n so in DDI. fob in 1201n 140 In ISO in 1X4X.J78 Rectangular 7lepfrdang. Rectangular RaprDl Rectangular Dogmen9. Reotengular TreplMon9. Realanpular TropRdang. Reclangi or Trap/Slen9. Rectangular TrapRdon9. Raclan9dat Tt*WSlan9• Rectangular Me 9. y Loading Loading Lading Lading Lading Lading Loading loading Loading leading Lading Lading Lading loedrn Loading loading Lading LadingAlum.Tube Py, cliz ;6:L 42 In 170.0 020 170.0 435 170.0 744 170.0 479 170.0 Egg 170.0 608 170.0 692 170.0 519 170.0 1115 170.0 521 170.0 1240 170.0 621 170.0 1408 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 111 451n 170.0 708 170.0 1124 170.0 060 170.0 634 170.0 002 170.0 810 170.0 1133 170.0 651 170.0 1275 170.0 077 170.0 1417 170.0 600 170.0 1700 170.0 880 WILD W113 170,0 080 151.0 2024 170.0 600 W W.025 In 170.0 747 170.0 503 WILD 800 170.0 031 170, 1048 170.0 634 170.0 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 166 170.0 1793 170.0 758 158.0 191g 170.0 750 130.5 1019 170.0 750 64 In 170.0 707 170.0 612 170.0 038 170.0 SDI 170.0 HIS 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 556 159.9 1709 170.0 661 137.1 1192 170.0 801 110.0 1709 170.0 Sal m M 601n 170.0 885 170.0 701 170,0 1063 170.0 767 170.0 IND 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 996 166.5 1019 170.0 1033 120.0 1610 170.0 1063 111.0 1619 170.0 1063 97.2 fate 170.0 1053 rO J 031n 170.0 010 170.0 745 170.0 1116 170.0 650 170,0 1302 170.0 940 110.0 1466 170,0 1015 156.7 1612 170.0 1070 141.0 16{2 170, 1122 117.6 1612 166.5 1168 100.7 1542 187.0 1167 8&1 1642 187.9 1157 661n 170.0 974 170.0 768 170.0 1159 170.0 003 170.0 1354 170.0 1002 160.0 1472 170.0 1066 142.0 1472 168.6 1118 128.5 1472 150.6 1130 107.1 1472 147.8 1108 91.5 1472 145.0 1104 80.3 1472 140.0 1104 Z fq ,�• 72 in 170.0 1083 170.0 678 170.0 1276 170,0 1008 130.8 1320 156.2 1101 132.0 1320 149.9 1082 117.3 1320 137.0 1068 105.0 1120 128.8 1019 88.0 1310 177.0 1024 75.1 1330 1128 1013 05.0 1320 112.6 1012 CJ 781n 170.0 1122 170.0 937[40.0 1181 169.4 IOIJ 128.2 1164 139.9 091 112.2 710{ 125,1 918 88.7 1164 116,3 964 89,6 1184 107.5 052 71.0 11& 87.0 978 51,7 1104 93.1 827 6&1 1181 92.3 926 j Z 7a In 100.1 1124 170.0 987 1124 117.0 065 118.6 1124 12aB 9p 103.0 1124 116, 9J1 923 1124 105, 016 83.0 1124 98,6 908 882 1121 88.0 080 59.3 1111 64.3 881 61.9 1124 612 078 a 90 In 108.1 614 111.5 760 614 91.3 736 77.2 644 02.1 724 67.6 344 73.3 712 60.1 614 J-.2413 64.0 644 61.4 683 45, 514 64.2 878 30, 344 60.0 605 310 834 47.7 662 IZQ- L N O 961n 69.1 742 01.5 663 742 77.2 652 016 742 67.2 641 55.7 742 $9.6 031 49,6 742 72.5 711 10.6 814 37.1 741 43.0 500 Ji.S 742 30.9 690 27.8 712 37.5 681 IN In 61.6 ON 83.9 530 606 53.0 521 34.7 665 40.0 513 30.1 668 41.4 605 34, 680 31.3 558 34.2 492 20.1 606 28.6 481 78.3 688 28.8 472 19.5 590 24.7 465 � M 1111n 57, 66! 6e, 60.1 661{ 19.6 196 41.2 655 12, 467 30.0 6S6 38.0 180 32.0 676 28.8 655 J1.3 407 71.0 6S6 27.1 467 201 655 263 345 te.0 6S3 22.4 4121201n 481 116 48.1 193 176 39.0 429 326 476 33.7 410 26.0 476 29.8 414 25.J 416 220 476 21,6 461 18.0 475 21.1 396 16.3 475 18.7 387 14.3 476 17.2 351 x Q a 134 0 In 20.4 330 28,7 305 72.0 330 22.4 301 18.0 330 10.3 197 18.6 110 17.0 203 .- � TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: I Anchor Ce aol Table 1)9 ANCHORCAP.,,,,e„ -2 Substrate: 2.7k tbnoroto 3.6k Cane. H IawCMU FOIetl CMU PT Wood Metal (DP,,,)X( )=ANCHOR CAP.,,, 61181 Eke 114.88 Elco a116•Elco 1/4.88 Elco N108leel 727291881 Ni281ed MULLION CAP.,,,,,,,,, Anchor Clip Pattem• Moharrype: 3118 ElcoUlDecon 1/4•Elc0lAuacal Ullrooa 31f6'ElcoUlueaon 114 EkoUluacon Aggro05tor Ulbaca Aggraealor Screw(as)screw(05) screw(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge admae(inY t' 2"ur 1' 2•t7Y sue• r 2-IW I' 2-lir r sue' 2• SAW 0.64' 9.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment gni: I-0W' 1.374• 1-314' 1.914• r 1414• 1-114• 1.114• t-114' 1-114, 1.114• 2• I-W 1-x61 %edea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aahore®4.75'Min.O.C.I Standard or0rael Clip(Fla.162k 390165 3901a 60IOa 890IW 1544 We 2705 7801a 361 Ibe 71DIa 37415 6841.58 91915 341 lbs 44208 5801be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 0 2.25•Min.O.C./Standard(orO5se0 Clip(F4.3 7o01oe 70D got 560 he 1410 We 952 he WA 5801bs WA 630 he WA 680 lbs WA 602 lbs 585 lot 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED eArahan01.161 Mtn.O.C.1 Standard WOret)C9p(Fig.4): 960 to$ 1400 We WA WA WA WA 76DIW WA WA WA WA WA 1383lbe 177015 2240lba MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AaMra03•MIR O.C.1(2)246 Angle dip$!(Fig.6): 780 ft 760 toe 680 lbs 1560[be 1898lot 510 to$ 560lbe WA 760 lbs 746Ibe 080Iba 1692 Me 682 he 685Ibs 1120 hs CAPACITY WHICH MAY BE USED TO QUALIFY OAnahaa Q WMin.O.C.1(2)2a5Angl5 papa I(Fig.eh 1170 ha 1170 Me IOM[as 2340 lbs 2844lbs 8101.53 8/011)5 WA 1140lbs t1211be 1120 lot 263815 1022 he t1271baI 01ba ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anton®0151 M 1.Q I UZIIp,Nlo.125'Alum,(Fq.7Y WA WA WA NIA WA NIA WA WA WAWAWAtU WA N1A 0 he ANCHOR CAPACITY TABLE. RODUCTRBYM 2Aalara@F42 (Fq.O); 3501ba 360172 2801.58 T05Iba 4791.58 NIA 28015 WA J16Ibe WA 4/O lbe WA 3411ba 4/21W1.58uIAmhae 7.151 MIn.0.01 F421p(Fq.9k 4800u 7001.58 WA WA WA WA 38015 WA WA WA WA WA 882Iba Be51hs0'ceas NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.082' r --� 1.000' f-- once e TABLE NOTES: ti AI bade Product Control FIGURE 1: FIGURE 2: FIGURE 3.' FIGURE 4: FIGURES: FIGURE 9: 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. %vt((I I1 t 111 • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��\q�ON•"'�' A7�(( / • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE NSF''• SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.00(• = No.50706 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: tVATvE1r--5 ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE � / • • • • PRESSURE-TREATED MI YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BEFCOR 6063.75 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 'i�tS1s'"........ • • .3CHORS371'5" .376' ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHAIII LL EXTEND ASTRUCTUT LEAST 3 SCREW THREADS STEEL TO BEAT IBEYOND THE MATERIAL.D A36.ALL 10&4112 1•X 4'X.375. 1 1'X 4'X.375' ,111�O1�NA,i . 'T'-MULLION MULLION A.LYNN MtL'6'P.E. ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S. FL P.E.#66705 TABLE BA r Mulllon CD aci Table Ibefte) Opening Width(for wrlicaly3pemlng mu6ons)or Opening Height(for hod ft W-spamirlg mulllons) 5014 e0 in 701n 60 in 001n 'f0 In t201n 1401n login 126"X Rectangular 7lapfaleng. Raclengdor TreplTrlang. Rectangular Trapfift! . Rectangular TrapRdang• Rectangular TraNlOang. Reclangular Tnpfillang. Reelengua 4epirlang• Rectangular Trap7111ang. Rectangular TrepRrlalp. i 8.188"X Loading Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading SY1 .286"Alum � � � �' � � � � � �' �' �' p � � � N Taha Mall I 11 1 1 1111 2 1 M l 11111 1 11 1 1 11 1 112 X 111111 �11 11 N i m s = a s c a s � s ZO F 421n 170.0 620 110.0 435 170.0 744 110.0 478 170.0 an 170.0 SM 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 151.6 1780 170.0 521 LLA 4014 170.0 708 170.0 624 110.0 550 170.0 504 170.0 992 170,0 910 170.0 1133 170.0 661 170.0 1275 170.0 677 110.D 1417 170.0 660 164.0 IM 170.0 660 132,7 1619 170.0 680 116.1 1518 170,0 660 50.0261n 170.0 747 170.0 583 170.0 696 170.0 831 170.0 1048 170.0 684 170.0 1165 170.0 723 170.0 1345 170.0 147 1111.0 1488 170.0 756 130.2 1468 170.0 760 119.3 14e8 170.D 758 INA 1486 170.0 766 641n 170.0 TOY 170.0 612 170.0 258 170.0 891 170.0 tiff{ 170.0 754 170.0 1278 170.0 603 163.1 1376 170.0 a37 146.8 1376 170.0 850 122.3 1376 170.0 601 101.6 1378 170.0 661 91.1 137a 170.0 del LU 60111 170.0 505 170.0 701 170.0 1063 170.0 767 155,9 1159 170.0 678 139.0 1158 167.4 ON 123.0 115a 156.5 910 111.2 1155 150.0 912 92.7 1156 144.6 005 70A 1156 144.8 906 69.5 1158 144.5 205 W (MO 831n 170.0 930 170.0 745 160,1 1001 170.0 050 137.2 1051 155.9 802 120,1 1031 142.0 848 108.7 1051 132.3 837 06.1 1DS1 129.7 ON 80.1 1051 110,5 522 68.8 1051 119.1 821 60.0 1051 119.1 $21 g CO)L {b 66 In INA 957 170.0 189 139.3 057 161.8 a06 IIOA 957 134.0 TOO 104.4 917 121.9 777 02.8 957 112.0 767 03.6 057 USA 759 69.0 657 100,0 780 59.7 051 089 746 52.2 057 98.9 748 Z J� �• � Ei 7214 126.7 604 135.2 696 107.3 6114 116.2 584 01.9 604 101.3 671 60A 604 91.4 660 T1.5 604 64.1 650 B/A ON 78.8 643 53A 804 72.3 633 40.0 604 60.9 629 40.2 804 SOW 828 J� 7814 100.1 772 1f1A 830 91.2 772 672 816r 722 85.3 808 68A 722 78.7 586 BOA 722 70.7 658 61.7 722 55.6 660 IS,a 722 69.8 570 39.1 722 65.7 666 34.2 722 68.2 6r/ ? Z 7814 101.2 665 108.8 600 NA BBS 89.0 6148 886 78.5 577 87.3 665k18.2213 663 685 N.S 650 60.0 865 60.1 BSJ 422 865 61.3 813 392 685 51.4 637 SIA 665 50.7 530 a ry So In 85.9 515 68.0 457 54.0 515 57.5 440 615 50.1 441 41.2 515 38.9 SO 40.5 428 33.0 615 37.4 422 27.5 515 33.1 413 23.5 515 30.6 407 20A 515 29.1 4r/ X0814 r/.3 463 613.6 4r/ 169 163 47.1 307 457 41.0 391 33.9 163 303 453 339 370 27.2 453 70.4 374 22.8 163 28A 388 10.1 453 24.3 380 17.0 193 22.9 366 �100in 36.1 350 39.0 323 31,0 358 .0 310 358 20.4 313 23.8 335 21.2 358 22.7NIll In 35.1 338 35.8 306 20.7 378 30.1 301 338 20.1 207 220 736 18.5 738 290 289 17.13 378 10.1 285 MX `1 Y1201n 27.8 200 26.3 264 252 280 23.6 260 200 20.6 256 17A 290 13.1 290 feA 212 V N Q U) 144 in 10.1 201 10.3 ISO 7 CL s N TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: d'io AnchorCD act Table Ib6 ANCHORCJIP.,�,,,,," SSS eubeimle 2.7k COIKIa19 3.8k COnc. HelkasdlU FISedCAtU PTWobd Mdal (DP)X( )=ANCHORCAP.- En6'Elco 114'S9 Eke d14 Eko 114.69 Elto 810 Sial e12Sleel A1291ae1 MULLION j AnchorCllpPettem9 Aneha7ype 318 Elco Ullman 105 EkoUllrecon Uf02con 516 Elcounrxon 111 EkoUDrecon ApgeOela, unneon AggreOeta 9crew(G6)9crea(05) Btrd4(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge O3teKe enl 1' 2•112' 1- 2-Ilr 3-116' 1• 2•i/r I. 2-vr r diva• r 0.48• 0.54• 0.97A• CAPACITY REQUIRED'CORRESPONDING TO AN Ealbednenl n 1914• 1541 111/4• 1154• 2- 1.114• I-w• 1.11141 /•v4• 1.114• 1-114' r 158• Isar vales ACTUAL PRESSURE REQUIREMENT FOR THE i 2 Anctlois($A.76r t41rL O.C./61erldwa a Ol Mi Ce g 11 39010 390 U 450161 MOMS 16441113 270105 280105 954103 740105 374 053 665 W5 976 m 311 IDS 442 u3- 660 We OPENING,WHEN IT IS LOWER THAN THE MULLION , 4 Ancha5 @ 1.151 Min O.0 l Standard(of Olfet)3-i (Rg 21 4601113 70D 105 NIA ILIA IIIA fl/A Seg 105 NIA ILA IIIA IUA IVA m21tis 885811 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED A AM 110010 W MIn.O.C.1(2)215 Arnle CUpS/ it 4 780las leo to SWIb% ism 105 18061bs Nofm 5601m IVA 7601105 748 Ws NOW 1692 Sea 68210s 885 PA 112oke MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AncMn®0.45.MIn.O.C./UCep,Into.121T NUM. .41 WA IUA IIIA IVA II/A NIA IVA N/A IUA IIIA IUA IVA 1 IIIA IVA 1430161 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-ap flit.S1 106 Ws 106105 225 flus 4451111 02205 135ns 140109 177103 370105 ia71b1 SW W5 473 Ro 170k9 221105 260 HIS ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors 1.tYldlnO.GJFCu % 2401bs 360 We VIA IUA IVA N/A 190 Ws NIA hUA IRA IUA IUA 311 Ws 112106 660105 ANCHOR CAPACITY TABLE, PRODULTREV)60D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, as congle LDb1aIW4b4Nlodda B9naInaOn& _ .,/7 FIGURE 1: FIGURE 2: F+1.26D' -1 AcarplmlggNo 2 01•- TABLENOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATIONlam adt Wodutl Conlrnl ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.188' \��� N( LYNN 3) 1.0....,...., 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` ANGLE ` Q\�•.•' \.%CENSE•'•.tC,p CLIP MUST 4f 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. 265, Na.58705 7� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ = FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE • 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND T 0, '., S A • • 045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A30.ALL 1.25'X 3.188'X 285'MULLION % '•!'<ORION • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (IAW VF MULLION) ���iss10/1/"p'L • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,If1-6 S.S.OR 410 S.S. A,CEN)N )(_LBR;P.E. FL P.E,#58705 TABLE 9A Mullion Cepsolty Table Ib@W 0 lKil" �ROpening Width(lorvortlatilVapanni g mulgons)or Opening Height((orhodvontaBlaparnllg mdeora)SO In BOIn 7013 SON so In t001n - 120 in f401n 16013Redeng'ller Tmp?Tdano. Reol.npul.r Trplldang. Redenpller Traprldenp. Ralenpuler Tlaprlrlanp. Redengrhr TapTdang. Ralan9uler Tnplldanp. ReclergWar Tmprfdn0. ReolengW.r M.prlden0. Ra144guler Trepild.ng.1.216.10026 LoedIn0 Lading Ladn91.93,1110 1.04,1132 Lading Ladng Leading Lowing Lading LnodBp Loldlna Lading Lader LOedlng Loading Lading Lowing ;y Alue"Tube I all I h 11 11 111 h 11 1, 11 1 a 11 11 a 1 11 a I I I a 1 11 1 11 1 a 1 11 1 1 11 1, 1, 421n 170.01 620 1170.0 435 170.0 111 1 170.0 116 170.0 868 170.0 500 1110.0 1192 170.0 510 170.0 1118 1 170.01 571 153.3 1118 170.01 521 127.1 fit$ 170.01 521 11010.6 1115 170.0 1 621 1 85.8 ilia 170.01 521 I0 F• 48 In 170.01 708 1 170,0 524 110.0 650 110.0 661 107.6 976 170.0 630 148.7 876 170.0 661 130.4 BIB 170.0 577 117.3 IRS 110.0 660 81.8 BIB 110.0 890 83.6 878 170.0 SBO 73.3 870 170.0 880 J UJ 60.eubin 110.0 747 170.0 563 170.0 ago 170.0 631 160.7 027 170.0 oa4 13LO 027 188.8 708 117.2 827 160.1 609 105.5 921 168.3 698 87.8 921 168.3 605 76,4 921 168.3 695 86.9 921 1663 695 a. x 611. 170.0 197 170.0 612 fe4.5 ado 170.0 691 132.5 860 153,9 063 1768 688 141.8 669 103.0 869 13/A 0110 92,7 869 128.8 661 71.3 869 128.6 652 86,2 869 128.8 862 61.9 809 128,6 662 lie G 6013 143.2 740 153.0 634 119.4 745 132.3 S20 102.3 745 117.6 608 BBA 748 107.6 699 70.8 710 101.0 592 71.8 746 90.8 587 69.7 746 93.3 603 51.2 748 93.3 587 44.8 748 9313 603 Im Im M 83 In 123.7 877 132.0 018 103,1 677 113.2 So Be.4 641 100A 535 71.3 877 91.4 648 68.7 8n 65.2 539 61.8 611 61.0 031 61.0 071 77.0 520 44,2 677 78.7 529 30,7 677 15.1 529 JJ BBN 107.6 617 111.1 530 08.7 1111 Ina 610 78.9 Sir 86.0 606 87.3 617 J28.8280 69.6 817 72.8 461 53.6 611 88.7 488 41.6 611 BIA 4177 30.4 617 03,7 102 33,8 017 63.7 IB2 W n 72 in 02.9 618 87.1 160 89.1 618 74.2 140 We 67S 05.2 432 51.6 518 46.1 1176 61,2 419 414 516 50.7 414 34.6 Ste 46.8 408 29.8 510 45.0 405 260 618 45.0 406 Z cog 7614 70.6 463 13.7 406 50.1 405 62.8 388 50.3 465 64.9 220 44.1 465 39.2 465 46.3 318 36,2 163 42.2 774 29.1 IBS /0.3 351 Y6.7 185 38.6 3& 22.0 183 38.7 363 2 J 781. 63.7 M1 88,0 381 54.3 441 61.7 319 48.6 441 50.6 312 40.6 441 36.7 441 41.8 300 32.6 111 38.7 368 27.2 441 34.8 349 AS 44t 33.1 140 20.4 441 32.7 345 = � � Z 001n 42.4 332 43,8 286 364 372 37A 489 70.3 33Y 32.3 284 266 332 7J.6 332 78.1 218 21.2 372 24.1 272 17.7 372 71.3 26S 16.2 332 10.6 262 13.3 332 10.7 260 CD161n 36.0 201 35.9 260 29.1 201 30.3 250 23,0 291 26A 262 21.0 201 10.4 201 21.3 244 11.6 211 19.6 241 14.9 291 17.1 23S 12b 291 16,8 232 10016 24.8 1 230 26.1 YOB 20.6 130 21.1 208 17.6 230 18.3 201 164 230 162 108 Q C 0�6 111 In 41.0 210 23.1 167 IB.B 118 19.1 104 183 216 16.8 10114.1 216 14.9 106 N C O 12013 IT.O fel 10.2 170 14.9 187 1s.3 101 CO ai D X X Y Q N a 0 0 TABLE 86 AnohorCe Bally Table the ANCHOR CAPACITY ADJUSTMENT FORMULA: Substrate: 2.7 C0raro16 3.5k Caro. twoOS CMU Red CMU I T Wood Meld (DP)X/ANCHOR Cl.,_,_)o ANCHOR CAP.,,, 5116•Elw '/4.89 Eloo 611a•Elco 1/4'961100 1110 Steel 9126teal 012 steel l MULLION CAP.,,v,,,,, Anchor ClipPatieme Anchor Type: 3/18•ElwUlmeon 111•EkoUlUrow Unmoor VIII'ElcoMegan 1WElpoUl6eaon ApgroMfor Ulbaoon A9gre(3a1a Solow(05)sorow(05) somw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Gleunw0n): r 2-U2' 1• 2-114' 3.116• 1• 2.13' r 1 2.141' r 3.116• 2• 0.48• 6.64• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedmentn c 1a/4' 1.314• 1-TV1314• 2• 1.1/4• 1414' 1.114' 1414• 1.114• 1-{14• 2- lace• fare• lede3 ACTUAL PRESSURE REQUIREMENT FOR THE 2Aalwn Q 411 MIR.0.0./8landard or O840 00Fig.f. J80)ba 390 Poe 460o$ 690 tee 1314@3 2702* 280 IM lbs 7401.6 314 lbs 88111 946 GO 34flbs 442 ma 5601w OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andhore 0 7.15•Min.0.0./standard(orO64e0Olp(Fig.2). 460 Its 70D lea 19A WA WA WA 30011 WA w WA IVA NIA -1382 lbs 885 m3 MOM CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archers @3•MIn.O.C./(2)218 Ante alp$I(Fig.3)c 780]be 780 toe 69011 15801be IWOlba 64011 6®011 WA 760 lbs 748 lbs Sea Ibs 188211 6821a ON lbs 1120153 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anehon @ 0.61"MN.CA I Ir Mp,Into.1R (Fq.4): WA WA WA WA N/A WA WA WA NIA WA WA WAWA WA 950 rw CAPACITY WHICH MAY BE USED TO QUALIFY I A.Wll471p(Fq.6): I951bs 195IN 726 Ne 11511 en lbs 1352s 140 Its 17111 370as ITIb3 332168 47316! 170L 2271.6! 269 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 Awbue 1.15'kiln.O.C1 F•Cllp(fig.e4'• 240[be 3502s WA WA WA WA 190 lbs, WA NIA WA WA WA JIt 16s 44211 660@4 ANCHOR CAPACITY TABLE, RODUCrRBVISBD go ulldl9y I 166 Florida FIGURE 1: FIGURE 2: TABLE NOTES: 1.260" 1 No 4- •01 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4iem edeProdlldt Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. {uullp 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� \a� LYN1V /i FIGURE 3: `� ,4'0,,.....•„Mqe �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" \�,.•'V\CENSE'•,F.ff�'i� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•,�, i 0 0 0 BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :• No.58705 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 -100• = T)'.G( (Y FIGURE 4: FIGURE 6: FIGURE B: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 2`��IS 66/Z'' S'ATE • • 6063•T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �''� ;F(ORlOP,.•' \� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL '�C�sS ,....•• �C�`� • ANCHORS INTO METAL SHALL EXTEND ATLEAST3SCREW THREADS BEYOND THE MATERIAL. 1.26•X3.26•X.1001 ``. #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION 4'/r S�QNn� • A.LYN)J Mlm% �i,P.E. FL P.E.#68705 TABLE 10A Mullion Capacity Tobls QbshYj 1��0it fnv Opening Width(torwdlcally-spannlnp mullons)crOpening Helpht(forhodzodelyspendnO md1fore) C^ Sob 601. loin Goin 201n 10Dln 1201n 1401n I601n • 1.26 x 326 Rsclongulu Tnplldanp. ["'..010.0 nBul.r TMpRd.n9. Radmouts Tnp?denp. R.clanpular TMpVsng. R.M.rgular TupRdan0. Reel.npulot Twmisnp. RaHnpular Trop?danp. Rabnpubr Tnprtdan9• RsilanOdar TopTdanp. n x.024 Leading loadlrgdnp Loading Loading l0.d1.9 Loading Lo.dinp Loading Leading L.adinp Lo4dNg Loading Loading Wadintl Loading Leading laadNp PLr Atum.Tube .� �_. •$.. •�.. $ �.-. •� •E.. •f -f2' � •�.. D.. f •��. .9 f E.. •Jr �... $ •�.. •� '�g,. � .. � ., •� 9�. SSS d Mullion u u u u 04a421. 110.0 620 110.0 435 144 170.0 470 20.0 Bao 110.0 606 170.0 992 170.0 610 170.0 1116 170.0 621 170.0 1240 170.0 62t 170.0 1188 170.0 621 110.0 1735 170.0 621 110.0 1957 170.0 62111In170.0 708 110.0 624 650 170.0 601 170.0 992 170.0 630 170.0 II77 170.0 661 170.0 1276 170.0 617 170.0 1117 170.0 650 170,0 1700 170.0 Goo 169.7 1979 110.0 Goo 140.6 1979 170.0 60050.6261. 170.0 147 110.0 663 599 170.0 GM 170.0 1016 170.0 604 170.0 1195 170.0 127 170.0 1346 170.0 747 170.0 1491 170.0 166 170.0 1793 170.0 766 162.6 1877 170.0 756 173.6 1071 110.0 766 87 64 in 170.0 707 170.0 612 110.0 966 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 170.0 1171 170.0 577 170.0 1691 170.0 566 166A 1759 170.0 061 134.1 1768 170.0 501 117.3 1769 170.0 581 m C. 601. 170.0 686 170A 701 170.0 1067 170.0 797 170.0 1210 170.0 576 170.0 1411 170.0 91/ 161.1 1671 170.0 998 115.0 1611 170A 1077 120.0 1511 110.0 1063 103.8 1611 170.0 1069 90.8 1611 170.0 11167 (Q 831. 170.0 970 170.0 145 170.0 1116 170.0 860 IT0.0 1302 170.0 910 168.8 I3i0 170,0 1016 139.2 1710 170.0 1016 126.3 1370 161.0 1062 10tH 1770 165.8 1072 69.6 1710 166.7 1070 79.7 1J70 166.3 1070 (u 661n 170.0 974 170.0 109 170.0 1109 170.0 903 1SSA 1248 170.0 1002 1369 1248 150.6 1013 VIA 1248 WA 1000 100.9 1248 139.0 959 90.8 1248 130.4 978 17.8 INS 129.0 976 60.1 1248 129.0 976 Z n J 12 in 161.6 1019 17QA Wo 179.9 1049 150.2 992 118.9 1049 1]2.1 576 104.9 1010 119.1 960 97.2 1068 109.7 5411 57.9 1019 102.7 878 69.9 1019 91,7 025 59.9 1059 91.2 520 62A 1019 91.1 520 1{p: T61n 142.7 911 149.1 522 118.9 !H 126.5 806 101.9 911 111.7 791 59.2 941 f00.D 771 78.3 911 91.7 766 71.4 911 95.6 767 69.6 911 77.6 741 51.0 911 74.0 737 11.6 911 73.3 138 re 2 g75 in 1]2.0 897 131.6 107 110.0 801 116.9 787 91.3 591 102A 763 92.9 091 01.9 710 13.3 894 61.1 730 66.0 691 78.3 721 66.D 897 10.7 7W 41.1 096 67.0 701 41.3 891 60.1 69D Q a a a 901n 86.9 671 08.7 696 11.6 671 74.9 665 61A 671 65.3 616 67.7 611 69.2 666 47.7 671 62.9 658 43.0 671 40.6 661 36.0 671 43.1 539 J0.7 671 39.7 671 26.9 611 31.1 621 961n 70.8 690 72.3 521 69.0 690 61A 610 60.6 690 63A 609 44.3 690 47.6 602 39.7 690 43.0 491 35.4 690 39.6 458 29.6 590 U 7 477 2S.7 690 31.6 169 22.1 690 29.0 461 1097. 49.7 106 50,0 421 4,A 488 42.6 414 36.6 466 37.1 400 31.1 466 32.9 402 27.6 466 29.1 396 24.9 460 27.1 391 20.7 466 23.6 382 11.0 466 21.2 376 16.6 469 19,6 370 IJ7 10 TQ Q 1111n 45.5 111 46.7 +00 38.2 441 39.3 393 32.7 441 34.1 357 20.6 441 30.2 382 26A 441 27.2 776 22.9 441 21.9' 372 0.1 441 21.5 363 ISA 411 19.] 356 14.7 441 17.8 361 LV JJJfff 1201. 36.3 316 30.9 311 30.2 316 31.0 739 25.9 ]7B 26.9 33422.7 770 73.7 919 20.1 775 21.3 325 10.1 318 19.5 321 15.1 370 16.7 314 x 1141. 21.0 262 21.2 242 17.6 262 17.6 239 16.0 262 15.3 236 (V Q O 0 BILE 10B N N �O gO AnchorCapaeltyTable(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: suoollelo 2.7x t23rtctzte 3axcgle. Narrow Cl,N FOledCldU PTWcW Mb10 ANCHOR CAP.,,,,,,,,, �^ 6-�'� (DP,)X ).ANCHOR CAP.,,, CAP.--,- Anchor type Wil?Elco Uxram tl4'Ekotilttaton NIC EIm y16r Elro UStam UI'Eko Uameon 11141 SO Elea 6116'Eko 114489Elco #108ted #1251001 012 Slott MULLION CAP.-,- AnehorCllp Patterns Late AggvGdor Urincbn AggrL,021dr Serow(05)Screw(05) Scree(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Diorama 2'Q 1' 2.112' 1' 2-112' 344 t' 2.112' 1' 2.172- 2- 3.178 2' 0.48• 0.52' 0.321' CAPACITY REQUIRED'CORRESPONDING TO AN EleOeenmt t3t4' 1374• 1314• 1314' 2' 1.114' t-114• 1414• 1-114' 1.114• 1414' 2- 1.311• 139' yaks ACTUAL PRESSURE REQUIREMENT FOR THE 2AnthOISQ47s60n.O.C./stemfird 0f et COp(Fig.1) 30D s 3110 too d50los BgO les 1 tbs 210Ina 28D rod Wl Ibs 74011s 374 ms GSlros 946110 341 Ibs 442 tbs tA0 He OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AM10161.16.61ln O.C.f 0oandatd 0r G1ae6CD 0.27 400 Ina 70D tbs NIA IUA IIIA IIIA 380 ioo IIIA ILIA IIIA IUA IUA 682lbs 6B5 tbs 1120109 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors Q 3'MN.O.C./ ar6ArgkCil ItFlp.s} 780105 7001m GROW ISM tba W(Ilbs Sloths 660 tbs IIIA 7601oo 748 los 88010a Saw too 6B2les BBSIDs Hat Me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AIxlo600A1'MIR.O.C./UClip,Nlo.10D'Alum. g.1)' IIIA WA IIIA ILIA IIIA IIIA IUA IIIA IUA IIIA IUA IUA IIIA IUA 950 roa CAPACITY WHICH MAY BE USED TO QUALIFY 1ArCisr/FCflp(RO 5} 185 tbs 1061oo 225 ros M5Ws 9220, 135105 too loo 177 roa 9101oo 1871Ds 99VA 473 R6 VOW, 221 Re 290 Wt ADDITIONAL ANCHOR OPTIONS FROM THE 2Anehon I.IV In0.CJFCO g. q 240 M, 350 roe NIA IUA hlA IUA 1001m NIA IUA NIA wA IUA stubs 4+21bs 960101 ANCHOR CAPACITY TABLE, PRODUCTRBVISBD uOdWply�hhClaFlorida FIGURE I: FIGURE 2., t217 0Ild Sg7No TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1�( amide Product Cmurn • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (1(11111/ FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENOTHSAND/OR OPENING WIDTHS IS ALLOWABLE. \,\ �ONy L N vie" ANGLE ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. <1 ooll Ff� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r ' Fe • • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �1 No.58705 'sc BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDL GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ) 1 s FIGURE 4: FIGURE 5: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALUMINUM SHALL BE4' • 6083-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ;O�'•, STATE OF • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X3.26'X.624• "/,,/ONAL • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYIJIUItb11L'C��t,P.E. FL P.E.#58705 TABLE 114 ; Mullion Capacity Tobla(IbHRt) Opening Width(forvadica*spamling mUlions)or0paning Helght(korho dakyspartnlng md1lons) t! to so In 601n 701n so In 9 I I to In 120 in 1401. 160 in L{• 7.26 x 3.84 Roctanpulot TrapTilms. Rada.gular TupRda.g. Roslongular TnpTdang. Raclongular Tie,rim. Raclanpulaf TnpRda40. Ascltnpulor TrWrdmp. Ractangular Tup/ldano. Recleaptar TnIJTdanp. Rattenwa Trwp rims. d :t.624 L.W.0 Loading Loading U.d:np losdl" Loading Loadlrsp Loa0lrg Landing Loading Loading 10016'.0 Luft landing leodlnp Loadmp Loading 100161.0 PL,4 I Alum.Tube .5-, •�' •$.. �.. §'.. �' �',. •� �' '�'., k'.. •b^, �'.. �' •�'.. •�',. •� -., �' �' •�' §'., •�.. •� ,. •� •�u.. 88 �` Munlon �i<{q� �d`d �� Via' �� �8 �� �d �� �d`nY �� Ya4 �� d'� �� �S'd �� �8 �� �d'd �� d�'d �+✓i �� �� �� �� �d`aT �� d�'� �a� d�`� �� �o� �� �d � �m 421. 170.0 020 1110.0 435 110.0 711 170.0 676 170.0 866 170.0 606 170.0 992 170.0 519 170.0 1116 110.0 521 170.0 1240 170.0'1 621 170.0 1 1409 170,0 621 110.0 1776 170.0 521 110.0 1987 170.0 521 4BIn 110,0 709 110.0 624 170.0 850 170.0 6M 170.0 992 170.0 930 170.0 1133 170.0 661 110.0 1216 11'0.0 017 170.0 1417 110.0 NO 170.0 1700 110,0 680 170.0 1903 170,0 000 170.0 2267 110.0 NO LU 60.625 In 170.0 741 170.0 563 Vol) 696 170.0 631 170.0 1046 170.0 601 170.0 105 170.0 723 110.0 1315 110.0 141 170.0 1491 170.0; 766 170.0 1783 170.0 766 110.0 2092 110.0 158 110.0 2391 170.0 7M d' 641. 170.0 797 170.0 612 LISA 956 170.0 691 170.0 1116 170.0 764 110.0 1276 170.0 003 110.0 1431 170.0 871 170.0 1691 170.0 058 170.0 1913 170.0 861 170.0 2231 170.0 661 160.2 2407 170.0 861 W O 0 60 In 170.0 065 170.0 7Ot 170.0 1063 170.0 197 170.0 1210 170.0 018 170.0 1417 110.0 064 170.0 169/ 170.0 996 170.0 1771 170.0; 1037 170.0 2125 170.0 1053 119.3 2163 170.0 1063 129.8 2163 170.0 1063 017 (A fA 631. 170.0 930 170,0 746 170.0 1116 170.0 660 170.0 13DZ 170.0 910 170.0 IABB 170.0 1016 170.0 1617 110.0 1016 170,0 1059 170.0 1122 166.9 2050 110.0 1169 134.6 2060 170.0 1171 117.7 2060 INA 7171 F' CUI� 66 In 170,0 974 110,0 760 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 1659 170.0 1056 170.0 1763 170.0 1166 170.0 194B 110.0 1210 143.0 1966 170.0 1276 122.6 1986 170,0 1286 101.2 1968 170.0 1286 IL 2 ILS m 721n 170.0 ISO 170.0 079 170.0 1275 170.0 HO 170.0 1400 170.0 1126 170.0 1700 110.0 INS 154.1 1731 170.0 1315 130.1 1734 169.6 1338 115.6 1731 166.9 13M 99.t 1734 160A 1752 96.7 1734 160.2 1352 .J.I -Z 761. 170.0 1172 170.0 977 110.0 1316 170.0 1080 169.6 1568 170.0 1209 147.1 1668 166.2 1296 131.1 1668 161.5 1266 117.9 1656 111.3, 1451 90.3 1566 128.3 1229 M.2 1366 122.3 1219 77.7 1658 121.2 1216 761. 170.0 1151 170.0 967 170.0 1351 110.0 1716 155.5 1471 169.3 1246 136A 1477 162.0 1224 121.2 1471 139.7 1208 109.1 1477 129.5 1191 90.9 1177 116.9 1169 77.9 1477 110.8 1158 60.2 1471 109.3 11M 901. 142.0 1110 116.6 988 118.0r433 127.9 988 101.5 1110 107.9 961 80.0 1110 96.3 936 70.9 1110 67.6 922 71.0 1110 80.7 910 692 1110 71.3 091 60.7 1110 66.6 976 IIA 1110 62,7 870 H Q 96 in 117.0 975 120.3 872 97.6 101.5 856 63.6 976 88.3 M2 73.2 975 78.5 029 65.0 976 71.2 817 58.5 976 65A 007 40A 975 67A 789 11.8 976 623 716 36.6 976 /9.3 161 N X c c 1081. 02.2 771 M.0 890 68.6 70.7 646 60.7 711 81.7 671 514 771 61.3 6M 46.7 711 49.0 665 11.1 171 14.9: M7 31,9 771 38.9 672 29.1 771 J6.0 621L26.7 771 72,1 612Illin 763 730 77.3 661 63.1 65.0 860 51.1 730 56.3 M0 47.3 730 49.9 631 12.1 730 45.0 622 37.9 730 /1.1� fill 31.6 770 36.6 600 27.0 730 31.9 689 130 29.6 6811201. 590 674 61.0 569 19.9 61.2 660 42.9 674 113 652 37.6 621 39.2 511 333 621 963 677 30.0 626 32.2 631 26.0 671 27.7 619 214 621 26.6 609 621 22,6 6M R2'' X 1341. 31.7 /37 35.1 100 28.9 29./ 395 27.0 133 254 390 21.7 433 22.1 365 183 173 20.0 381 11.3 433 16.2 376 U N Q ?? OO 0 co TABLE 11 B AnchorCapaclty Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ��� 6ubalrela 2.7kCb feh) 3.6kemc. HdlowCMU FUedCLIU PTw000 160101 (DP,)X(A.NCHORCAP.,�,,,,,, -ANCHORCAP... ' -3 5'161 Elto 1141 SS EIc6 6116'Elco 114•S9 Etco 010!ted 012610BI 142Stee1 MULLION CAP.,,,,,,,_; AnehorCllpPattemo Anehortype at0'Elcovnracm tl4•Ekounmcon unracon 3/ie•Elc 1.01recon IWElcoullracon Agpa79or Ullmtcn AggmGalw Screw(G6)Setav(35) 6crcw(05) USE THIS FORMULA TO OBTAIN THEANCHOR E UslonceDN' 1• 2-u2' 1• I 2.12' 3.1161 7• 2.112' 1• 2.1r r 3.118• r 0.48` 0.54• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN Fmoetmenl n MAI' tan' AIIIA 13.4' 21 7.70• 7.114• 1.16• MW 1.114• 1.14• r Lye• fai6• varles ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancho ®4.76'llln O.O./SlardeMor016011COp(ng.t) 390 IDS 380 rob 800 Me 1 IDs 270103 280IDa 109 710108 37409 Gum 046 roe 341103 4421m te0 roe OPENING,WHEN IT 15 LOWER THAN THE MULLION 4 Andtors®1.16•Min.O.O.I S16naard(of Onset COP Q•ig.Z) 400 IDS 700 IDS IIIA IIIA IIIA 3001DS IIIA ILIA IUA ILIA WA 692103 865106 11201hs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnctmQ 3.141n.O.C./ 218 Afale Mot I IRS.3T 1001DS 780 NS 1560IDS IBES IDS SWISS 560I[e HIA 760lbs 748W3 88D roa 1882 Sa SUM3 figs rob 7120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anchar3 0.51•Min.O,C.I U4:llp,InID.100•Alum. V4 IIIA IUA IUA IIIA IIIA IUA HIA IUA f11A IUA ILIA IIIA ILIA 1267 too CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArcMrIFCSp(Rg.4 195 roe 195107 N5lbs 022106 135103 1401DS 1771DS 37016! 787 ros 3321bs 4731001 eons 2zt 108 280 He ADDITIONAL ANCHOR OPTIONS FROM THE z Antfan 7.Ilr Mart O,C/FCI 24D MI 3501DSIUA IIIA IIIA 700109 HIA IUA IIIA IUA WA 311103 //21W 680103 ANCHOR CAPACITY TABLE. PRODUCTREVISRO u oomplybtg with 1ha Flodds BadlnsCoh �• FIGURE I: FIGURE 2: t2W Ao0lV on NO �•� TABLE NOTES: � • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Iam aero uc Control Comrol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� p FIGURE 3 ��.•''�\CENSF''•�FQ 3. % ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �•' CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 717 N0.58705 3c ' III Le BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '• S ATE O IC/ REP YELLOW SOUTHERN PINE WITH AN SG OF O.6b.ALUMINUM SHALLBE4• 'Un F<OIt10!.•' • 6063•T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND •.. ,. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS B.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125' IEYOND THE CK AND A36.MA MATERIAL. ��IIS`S,/,0NN, • • 510&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.26"X 3.941 X.624` A.LYNN MILLER,`P:E. MULUON FL P.E.A 58705 TABLE12A Mullion Capacity Table Ib9nt2 OpeningWidlh(fonerboalVeponrigmillions)orOpeningHeight(forhodzontag7.3pardingmUilons) ®110i U 50 In 601n 701n 601n OO In 100 n 1201n 1401n 16oln RalenBular TralVmeng. ReU•np0er Trepftll•n9. Rectan8der Tr9pRrlenB• Redlen9dor TroplTden9. Ratan11uta h p/alang• Reelangllar iroyfdang. ReclengDla hoprtll10 Reelan9Wr Tnp7deng. R•elen11uim Tnp/rllulg. Alam.Tube Lo•d ng Loadng Loadng Lowing Lo4dng Load q LO•dng Loadnp Load g Loadng Loadng Loednp loadng Lowing Loadn9 Lowing Loadng Loadn9 S N Mullion US 04 11! 11 E 3 3 8 a z 19 1210 170.01 620 170,0 IJS 170.0 744 170,0 478 170.0 066 170.0 600 170,0 082 170.01 619 170.01 1110 170.0 621 170.0 1210 '170.0 621 170.0 1/88 170.0 621 170.0 1775 170.01 621 170.0 1963 170,0 821 O 461n 170.01 706 1 WILD 624 170,0 050 170.0 661 170.0 992 170.0 630 170.0 1133 110.01 601 170.0 1276 170.0 677 170.0 1417 .170.0 060 170.0 1700 170.0 680 170.0 10.07 170.0 060 770.0 2267 170.0 860 50.620 In 170.01 747 1 Woo 1 503 170.0 698 170.0 631 170.0 1040 1 170.0 BB4 170.0 INS 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2381 170.0 766 Of N 64 In 170.0 787 170.01 612 170.0 1150 170.0 01 170.0 11181 170.0 754 170,0 1276 170.0 003 170.0 1431 170.0 637 170,0 1694 170.0 658 t70.o 1013 170.0 881 170.0 7131 170,0 861 170.0 2650 170.0 687 LU 0 ca 6010 170.0 665 170.0 701 170.0 1053 170.0 797 170.0 1240 170,0 670 170,0 1417 170.0 944 170.0 1594 170.0 098 170.0 1771 170.0 1033 170,0 2125 170.0 1063 170.0 20.8 170.0 1083 1SO,a 2660 170.0 1063 V N BSN 170.0 BSD 170.0 746 170.0 1116 170.0 650 170.0 1302 170,0 040 170,0 1455 170.0 1015 170.0 1673 170,0 1076 170,0 1859 170.0 1122 170.0 2231 170,0 1169 160.7 2557 170.0 1171 116,9 2663 170,0 1171 68 In 170.0 074 110.0 789 170,0 1169 170,0 003 170.0 1364 170.0 1002 170.0 1656 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2376 170,0 1275 151.9 2437 170.0 1266 132.0 2437 170.0 1266 72 In 170.0 1063 170.0 678 170.0 1270 170.0 1009 170.0 1485 170.0 1126 170.0 1700 110.0 1276 170.0 1013 170,0 1315 170.0 2125 110.0 1387 146.6 2184 170.0 1488 124.8 2194 170.0 1529 109.2 2184 170.0 1530 '�{ Z 1111 Gj 70 In 170.0 1122 170.0 037 170.0 1346 170,0 1000 170.0 1670 170.0 12W 170,0 1791 170,0 1322 166.1 1060 11410 1421 145.0 1960 170.0 1606 123.6 IWO 181.0 1616 100.1 1060 154.0 1535 92.0 11160 1527 1531 ¢ Z 781n 170.0 1151 170.0 907 170.0 1381 170.0 1118 170.0 1611 170.0 1260 170.0 1042 170.0 1309 1527 1881 170.0 1474 137.4 1661 163.1 1500 1%6 1601 147.3 1473 115.2 1661 138.6 1189 86.9 1081 137.6 1404 901. Veto 1328 170.0 1144 149.1 1395 156.0 1210 127.8 1398 130,0 1188 1111.5 1398 121,3 1170 98.4 1398 110.2 1162 69.5 1398 101.8 1147 74.5 �13g8 CIA 1122 83.8 1398 82.7 1105 55.9 1396 78.0 1096 96 In 147.{ 12211 161,6 1090 122.9 1228 127.6 1079 105.3 1210 111.2 1051 02. 1228 90,0 1014 81.9 1220 BOB 1029 73.7 1229 02A 1016 81.1 1229 72.2 003 627 1220 85.9 977 1&1 1220 82.1 BD7 z C 10610 103.5 871 105.0 en 86.3 011 60.0 882 74.0 871 77.2 649 61.7 071 68.1 077 67.5 071 61.8 025 51.5 971 50.5 616 43.1 971 49.0 790 37.0 971 44.0 702 32A 971 40.6 771 (� In p O III In 05.4 918 97.3 032 70.6 010 81.0 619 88.1 819 70.9 a06 5, 910 829 104 53.0 919 66.7 784 !7.7 910 61,41 77! JB.T 019 /1.6 766 34.1 010 40,2 742 29.8 919 37.1 732 �i X 12010 76.6 780 70,0 716 82.0 706 64.6 705 63.8 788 06.6 688 17.2 70a 49.4 608 11.0 766 44A 877 37.7 760 40.5 868 51.5 7611 31,9 853 27.0 786 31.0 OH 23.6 786 20.4 031 d' iM In 13.7 546 M3 604 38.4 646 77.0 406 31.2 546 31.9 401 27.5 616 281 489 2{.3 816 25.3 /78 211.8 618 '22.9 474 18.2 6b 18.6 464 16.11 WB 77,2 165 13.7 040 16.6 MB Q 04 Q O O TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: 4 Z y o AnohorC6paclly Table(Ills) ANCHOR CAP. T � ���2R�' sutra 10 2.7k Corcrte 3.5kconc. "cum 2W FIQBdctAU PTwood Mdel (DP)X( )=ANCHOR CAP.,,, Ancha 6116'FJco 114•BB Eko&IV Eko 114•SS Elco N1091ea 012ateel 012 Steel MULLION AnchorCllpPattem9 1)ya y16'Eteounrxm 111•Ekounrocon Unmcon &16•Eire Wrsal 111•Ekounmeon Aggreador UIncen Aggieadar Be"(IScrnr(c5) Screw(05) USETHISFORMULA TOOBTAIN THE•ANCHOR Edge astonce n) 1" 2-1121 1• 2.1/7 9118• 1• 2.11T 1• 2.117 7 3.11x• 7 0.46" 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmlkdncnt n 14114• VV4• 1x14• 14114• 7 1.114• 1.11/• 1.14• 1414"_ 1.111• 14W 7 tare• SOB` %ales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anetdrs®4.76.afro O.C.I Standard orOUS Cop 1 1112) MU IDS 390106 ' Ibs 090 iDe 1 lbs 60ras 280106 W4 IDS 74010e 374lbs 664 IDS 916100 911103 442106 We lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers®2.68•MIR O.C.r Stalldad aUfaerl Clip fig.87 740 ms 740 IDS 630 IDS U85 to 1424 IDS RIA 600 Ib9 IIIA maim IIIA 600wa IUA ORRIS 665IDs 112D lbs CAPACITY(FROM THE TABLE)OF THE SELECTED BArchoro®1.71.11,13 O.C.Iala10am(41-1 C9 lFlg.4k 885107 601 766106 1846103 IIIA IIIA 705IDS tl/A 790)06 111A IIIA lua f0921Ds 1327 IDS 1680IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcMrs 0 X thin.O.C.r(2)20An01eCUp9/ 5T 1601W 7 M CBO IDs 150D lbs fe961bs 0 Call IDs IIIA 7601b0 748 IDS 800 lbs 1892105 692103 8851D6 1120 Me CAPACITY WHICH MAY BE USED TO QUALIFY 6Arctdn 0 3•Min.O.C.1(2)218ArgleO ! g.67 117oIDs 1170109 1020109 2340 Ms 2844 ms 81765 040 IDS NU1 1140106 1122Ibs ' 1321103 2898 Ns 1022Its 132726 1666106 ADDITIONAL ANCHOR OPTIONS FROM THE 3Ancors®1.34-MID.O.C./U40p,Into.12M AIDED. .4 IIIA IIIA tl/A IUA IIIA IILA IIIA II/A IIIA IIfA IIIA IIIA 114.0 IIIA 0731 ANCHOR CAPACITY TABLE 6Arc110n®0.61.1,113.O.C.I a CII,1010.126•Alum.(Fg.B): II/A IUA II/A IUA 111.0 IIIA IUA IIIA IUA IIIA IUA IUA IIIA IUA 21 IDs ASCII TR8V13BD 2Ancinn 09268'Min O.CJFCUp(FlO 0); 970 W1 37066 916106 749100 77210e NIA 280 Ra IIIA 318106 H/A 110100 IUA 311109 112106 060 IDS ASCII lbo Flodd6. BundlDg q>� 3Archaa 1.71-MN.O.C./F431 (Fig.f0' 443107 625ae 970Inf 071 IM NIA NIA 353101 IIIA 3881IS 17/A IUA IUA 6111041 661 IDs 640®3 0oe CG� G''O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Do'Dato bCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE 11: FIGURE 2: FIGURE 3: FIGURE 4: TABLE fl4.000' I•� a aProduclControl - • • • • • • • • GENERAL NOTES: ,.... tt111111111// • • • • • 1)SEE SHEET LENSTAL(AT ON METHODS.S ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR � ON••• p14 � '%,tGENSF '•.� FIGURE6: FIOURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �' ••.1c • • • • 260" = >> No.58705 • • • • 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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. - O 10 S7A7E FIGURE 7: FIGURE B: FIGURES. FIGURE 10: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T PLOR7pH,. \�� ANGLE CLIP • •• IE • (FIGURES 556) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. %�s "'•••".. MUST BE USED ALUMINUM SHALL BE6063-T6AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(16 2'X 4'X.26•MULLION 1/,8/0NA-IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIIWLI ER,P.E. •• • THREADS BEYOND THE MATERIAL.#10 8 812 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. FL P.E.B 58705 TABLE 13A Mullion Ca ao Tabla IbeII71 •ll Owing Width(for verlicalVSpenring mUllons)or parting Height(for lnd2onlely,9perdrgmullions) 501n BO In 701n so In 9010 1001n 120In 1401n 180In Ice~ Rectengulor Trepwanp, Rectangular TmprOlong. R•olalBuler 71eptTdeN. RecleOgusr 'teplidang. Rectangular 7tep/Mmg. Reclengtiar 7t•pTdang. Rectengutm TtWTdeng. Reelangdar TnpTdeng. Reolanguler Trelo Meng. 2x0x.25 Loading Looting Loadng Lood09 Loedng Loadng Loafing Loafing Looding Loodng Lowing Losdng Looft Lowing Loednp Lcedng Loadng Lowing pg Alum.Tub• �a. A F a oY FFFFF Mullion � g � � � � �� �� �� � ��� � �� � �� � � 13 .Cal 421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 NO 170.0 606 170.01 992 170.0 5110 170.0 tile 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 521 170.0 1735 170.0 521 170.0 1953 170.0 621 JO_ 481n 170.0 JOa 170.0 524 170.0 650 170.0 561 170.0 902 170.0 e30 170.0 1133 170.0 601 170,0 1276 170.0 071 170.0 1417 170,0 083 170.0 1700 170.0 060 170.0 1963 170.0 6W 170.0 2287 17o.0 680 J W 50.025 In 170.0 747 170.0 503 170.0 0178 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170,0 1404 .170.0 756 110.0 1793 170.0 756 170.0 2OD2 170.0 766 170.0 2391 170.0 756 (L' � 541n 170.0 797 170.0 612 170.0 OW 170.0 991 170.0 1118 170,0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1504 170.0 SIA 170.0 1013 170.0 801 170.0 2231 170.0 601 170.0 2550 170.0 881 Wm 0 8010 170.0 603 170.0 701 170.0 1053 170.0 707 170.0 1240 170.0 076 170.0 1417 170,0 9H 170.0 1504 170.0 986 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1053 170.0 2833 170.0 1083 831n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 010 170.0 1485 170,0 1016 170.0 1973 170.0 1078 170.0 1839 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2075 170.0 1171 601n 170.0 974 170.0 780 170.0 HOD 170.0 903 170.0 1361 170,0 1002 170.0 1658 170.0 1086 170.0 1763 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 128a 170.0 3117 170.0 1288 Z t: 7210 170.0 7053 170.0 078 170,0 1276 170.0 1009 170.0 1406 170.0 1126 170,0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1450 170.0 2975 110.0 1529 170.0 3400 170.0 1530 STO In 170.0 1172 170.0 937 170,0 1346 170.0 1060 170,0 1570 170.0 1209 170.0 1764 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1605 170.0 2892 170,0 1020 170,0 3140 170.0 1694 170.0 3580 170.0 1705 lL Ltl = 781n 770.0 1151 470.0 067 110.0 1381 170.0 1116 WDO 1811 170.0 1250 17040 1042 170.0 1369 170,0 2072 170.0 1 1474 170,0 2302170.0 1684 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3653 170.0 1796 BON 170.0 1324 170.0 1144 170.0 1591 170.0 1328 170,0 1659 170.0 1406 170.0 2125 170.0 1857 170.0 2301 170.0 1703 170.0 Me 170.0 1918 170.0 3168 170.0 2125 168.0 3413 170.0 7273 136.5 303 170.0 2381 _ O go In 170.0 1417 170,0 1232 170.0 1700 170.0 1434 170.0 1863 170.0 1811 170.0 2267 170.0 1704 170.0 2550 170.0 1952 170.0 2633 170.0 2086 WILD 3109 170,0 2338 137,1 3189 165.6 2470 120,0 3190 150.1 2428 � ry 106 In 170.0 1684 170.0 1409 170.0 1813 170.0 1847 170.0 2231 170.0 1670 t170.0 2550 170.0 2078 181.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.0 2781 125.0 2234 02.7 2701 110.0 2100III In 170.0 1638 170,0 1134 170.0 1983 170,0 1700 170.0 2293 170,0 1032 2021 170.0 2140 151.6 2832 162,3 2245 130.6 2832 146.4 2210 113.8 2832 125.4 2168 0740 2832 116,1 2128 65.1 2832 108.3 20917 X 52 12010 170.0 1771 170.0 1660 170.0 2125 170.0 1859 101.4 2252 1SD.0 1881 2252 111.4 1861 120.1 1162 127.2 1838 108.1 2262 118.1 1815 90.1 2262 017.6 1872 77.2 2252 86.0 1838 177.9 ?282 614 1800 r j X 144 M 126.1 1684 128.0 1115 701.3 1581 106.1 1425 09.1 1664 81.6 1107 78. ISd{ 80.7 1380 88.5 1604 72.3 1173 BLG IS84 85.7 1355 52.1 1864 80.0 1330 14.7 1684 18.2 1305 3gd 1684 44.1 1283 Q N Q O O TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnnhorCe ealt Table Ib• dow Gubelrete: 23k Concrete 3.5k Deno.I NOHOW CMU I FOed C61U PT Wood Metal (Dh,)X ANCHOR CAP.,,,,,,,,,, MULLION CAP.,,,,,-)`ANCHORCAP.,„ Amhorrypa: 3115*Elco Ullneon 114 Else UBrecan NIG'Eke yt6'Ebo UIU•oon 114•Elco UWeoan i/1.66 Eke 6118'Eloo 1/41 s9 Eke 810 Steel 612 Steel Mfg 61ad Anchor Clip Patterns Ulbeoon Agt;Z i!tw Uilmoon AggreGala Somw(05)Som(05) Gorew(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Daume(In)r P 2•fW 1• 24W 3-VW 1• 2.112• 1• 2.10' 2• 3.11x• r OAA 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TOAN Embetrnent M. 1414• 1414 1.314• 1414 r 1-114• 1.1/1• 1.1/4' 1.114• 1.114' 1.1/4• r 1418• 1418• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom 694.75*Min.O.C.1 Standard or Offset O(Fq.162): 3901be 390[be 470114 690 We 1044 lbs 270 ft 280lbe 8341be 740IW 374 lbs 064 Ws 946 roe 347 IM 4421bt No 183 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchaa Q 4.00'Mtn.D.C.1 Slonderd WOlbeu Clip ft.3): 700Ibs 750 lbs BOO lbs 1760%s 3232183 540 roc SM lb. 708 Me 1460 The 7481be 1272lbs 18921b3 602 lbs 66500 1120 rn CAPACITY(FROM THE TABLE)OF THE SELECTED SAnaha t 0 IJI'Min.O.C./61NW&d(or0aes0 CIO Fig,4k 1180183 1400 Me 1070183 2595lba WA WA 940 Me WA 10851m WA WA WA 1383%s f770 lbs 2240 Me MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anotxne 083Min.O.C.1(2)2x5 Angle C8p3 I(Fig.5): 760%3 lagM NO lbs 15W lbs 1898 Ws 540 the 600 We WA 760 too 7481117 880 lbs 1692lbs 682 Me 681 lbe 1120[be CAPACITY WHICH MAY BE USED TO QUALIFY O Anchors®3.69n.O.C.I(2)2x6 Angle CIO$I(Fig.Or. 1580 lbs 1560lbs 13601b3 3120161 r3792 lbs 10801ba 1120lbs WA 1520166 14901bs 1780 lbs 3184 lb. 1303%a /770183 2240[be ADDITIONAL ANCHOR OPTIONS FROM THE 12 Archon 1.S'Min D.C.1(2)2x6 Arrob pipe/(Fig. 1800%s 21001_1 1440 lbs 3780lbs WA WA 1320 We WA 16001he WA WA WA 2045 lbs 2654 Me 3380%1 ANCHOR CAPACITY TABLE. RODUCfRBVISSD 4 Amhm01.34'Min.D.C.I UCIIp,Into.12V Mure.(FI9.BJ: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 lbs 90mpl71nyw the Flalda e Anetan a 0.64'MN.O.O.I UCIIp,Into.125'Alum.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 We undies Oode �i1 AO� 2Anotmn®4,83•MN.O.CJ E• Ip IFI9.t0Y• 390 Wa 390%3 ISO We 690%e 18101_1 270103 2831E3 9591_1 r40 Ws 371166 0.701_3 0481_3 341%s 142144 6801_1 H-2.000'--••I oe4�A83 N0 11 IMclwm 1.71•MIn.O.CI F•ql .11): 6901_17 7001_17 SOS We 12661_1 WA WA 4701_1 WA 633 We WA ,WA WA 6621_4 683144 1120183 260• Dsi• 20. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: fim�Prudual Conlro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURED:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • • • • • • • • •• • • ) \\71111111/// LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 'y I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���'�,: • • •e • 6.000' tt • • • • • •. • `�:• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 140.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE �-V•, � fs 41� • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED f� ' g qTE F (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ) YELLOW SOUTHERN PINE WITH AN SO OF 0.56.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF,126'MUSTB ••••• �C��� • • • • • • • • USED IN BEICK AT LFJI T`1250S TO BE A TH CK AND A36.MUM ALL ANCHORS INTO METAL DE 33 AND.045' SHALL EXTEND AT LEAST 3 SCREW STEEL TO ��rs`5/1ONA�•``���` PAIRS. rxe•x25' A.LYNN�ILLER.P.E. THREADS BEYOND THE MATERIAL 7/10&N72 ANCHORS INTO WOOD MAYBE STEEL,18-8 S S.OR 410 S.S. MULLION FL P.E.p 58705 TABLE 14A Mullion Capacity Table we/!La Opening Width foneNcaly-spanningmillions)or Opening Height(for hodz'ntelly-spenNrgmillions) 601n 6014 701n. 801n 90 in 1001. 1201n 1401n 160 In 61 C Roolaroulaz 7raPIT& . ReoleroOar TreprMang. Reot.0gul It 4epRdero. Reolarputar TrapTdang. Rectangular TrepRdere. RactaipNer Tnaprrdang. Heolarouler ToWnIaro. ReotarigNar TrepTdaro. ReclenQU ar Trepr7dare. 6 1.26"x 2,11" Loading Locare$j Loading Lmdlro Landing Loading Loading Loading Loodiro Loading Loading Loading Loadirg Loading Loading Loading /adding Loading pY Tube Mill In C4 U) °gym Z 421n 144.2 62B 167.01 428 120.2 626 1419 419 103.0 526 138.8 414 941 526 134.8 411 641 606 134.1 411 721 626 134.1 411 601 528 134.1 411 61.6 620 134.1 411 45.1 626 134.1 411 O m� 481n 06.6 403 100.01 333 846 403 94.7 325 69.0 403 60.4 320 60.4 403 61.4 317 63.7 403 70.1 316 483 403 768 314 4D.3 403 76.8 314 30.6 403 740 314 342 403 76.0 314 = _ 50.8261. 4123 382 81.0 301 68.0 382 783 294 68.0 362 71.8 2B9 61.6 3B2 W.2 28B 46.7 3B2 64.8 281 41.2 362 .63.8 283 34.3 382 63.6 283 284 382 83.8 283 26.7 382 87.6 283 N 641. 67.0 310 74.1 267 686 31B 84.2 261 486 31B 67.7 266 424 JIB 63.6 267 37.7 310 60.8 250 33.9 Jib 49.6 249 20.3 310 49.1 24B 24.2 $18 49.1 246 21.2 316 49.1 24B m 601n 4R6 268 6:1.1 210 41.2 268 45.7 214 35.3 258 40.7 210 30.9 268 37.2 207 27.6 260 340 204 24.7 266 :33.4 2W 20.0 268 32.2 201 17.7 25B 322 201 166 268 32.2 201 U� 4p 071. 427 234 450 200 366 231 39.1 196 346 234 34.7 192 167 734 31.6 100 2J7 234 28.4 168 21.4 734 280 181 17.8 231 20.8 las 15.3 231 266 187 134 234 20.8 167 W IL 68 In 37.2 213 39A 103 31.0 213 337 170 28.6 213 28.0 176 23.2 213 27.0 173 20.8 213 25.1 170 186 213 23,7 169 15.5 213 22.2 187 13.3 213 220 166 11.6 213 22.0 160 Z �• g 721n 26.0 179 30.1 155 23.8 178 25.8 152 20.4 179 22.6 140 17.8 ITS 249 147 15.0 179 18.7 145 � 7B In 24.3 161 284 140 20.J 181 21A 137 17.4 181 18.0 135 16.2 1B1 17.0 76 In 22.6 152 23.5 133 18.8 152 118 131 181 152 17.5 12B 6 a' ~ O TA .44 BLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA; Q N o An her Capacity Table b9 X..Z o ANCHORCAP.,,,,, I- o BIOSUats 2.7x cancree 3.9c cam. HoOow CMU FmedcMu pr ood Metal (DP)X ANCHOR CAP.,,, Tn 6116•Eko 114.69 Ekd LV16•Eko 114.59 Eko 010SIed MI28leal 012 Steel r0 AnchorType: 3116-Ek Ullrecol 1141 Elco Uaracol 310•EkOUltracon 114•Ekotelrecm X Anch6rClip Peftama U6reccn AggreGator. UlVoccn AgwcGnaDr screw(G6)screw(05) screw(06) USE THIS FORMULA TO OBTAIN THEANCHOR Y EOge 0111A e(Inj t• 2-t/r 1• 24rr 3-v8• 1• 2-tn• 1• 2-1n• 2• 3•ve• 2. 0.48• 0.51• 0,374• CAPACITY REQUIRED"CORRESPONDING TO AN 3 y FMbWMenl m7 1a�a• 1-314• 144• 1-314• 2' 1.1r4• 1.114• 1.114• 1-114• 1.114' 1.114• r tare• 1.4r8• 1a1es ACTUAL PRESSURE REQUIREMENT FOR THE U N Q IArclera®3'Mtn.o.G./ 2t6Arote COs/(Fy.1 7Botee I fuums WHO I MUMS 1 1010 IDS I same I 6601Ds I NIA 1 700 ms 1 745 US 1 10025 16B21D0 6B2 tOs 865 tDe 143011,3 OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED 0. O i MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r-1.266'--' wmptyGtg wldllhcPlodde FIGURE 1: uitding Godo 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE iirr a+cptmnco 146 Q .O I �P tfla r 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 SHEET$21-23. 2.118• v)IDmi eProducl Cnn1ro FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. U125" 111111 1 I l l r IrT 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126• ` P,.' 110ENSF•,4PA THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26•X 2.11•X.126'MULLION No.58705 ' LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND (INTEGRAL FIN MULLION) J THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ; ZgjIF W �'�S�oNAI.E�•'� ''r1111111111 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE15A Mullion Ospeolly Table IbeM2 dJ( Opening Width(fonerOca*8pwWr g millions)orOpening Height(for hodzontaIVsp•rdrjg millions) ��,�td'111 601n 801n 701n 801n 90 in login 1201n 1401n 16010 Reotenoular 7rep/Mang. Reclangt4or Trepmeng. Reclengular TroN18aD- Reclenputer Tro{YMen9• Rectengdar TreplMeng, Rocten9Uar Troprfrleip. Reclen9uly Tre7rMa�p. Reole�uler TeplMen9. Reclen9ulat Trep/81Ong. TOS 3.26"30 Lanza Lancing Leering Lowing Loadng Lowing Lancing LoadnO Lad39 Laedtq Lacing Lop gng Loading Lowing Lacing Ladn9 Lowing Waring cY DEG.AL 21 BAY MULL Ft1� � � � � ��• � �� �� � � � �� U) 121 0 42M 170.01 820 170,0 435 170.0 744 170.0 478 170.0 880 170.01 608 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 14681 170.0 621 1170.01 1735 170.0 621 1149.1 1740 1170.0 621 J W 45 In 170.0 708 170.0 57A 170.0 880 170.0 564 170.0 902 170.0 63D 170.0 1133 170.0 661 770.0 1275 170.0 On 170.0 1417 00.0 680 1622 1672 170.0 860 130.6 1522 170.0 680 114.2 1522 170.0 680 Q, N 50.82610 170.01 747 170.0 No 170.0 886 170.0 631 170.0 1048 170.0 664 170.0 1185 170.0 723 170.0 1345 170.01 747 1812 1443 170.0 768 138.9 1443 170.0 768 117.3 1443 170.0 758 IVA 1443 170.01 760 � m 641n 170.0 797 170,0 4112 170.0 958 170.0 601 170.0 1116 170,0 764 770,0 1276 17D.0 803 160A 1361 170.0 837 144.3 1363 170,0 856 12D.3 1353 ,1 13 170.0 681 10353 170.0 661 00.2 1353 170.0 801 M 0 W 601n 170.0 685 170.0 701 170.0 1003 170.0 797 187,0 MIS 170,0 878 148.1 1218 170.0 044 129.8 1218 169.8 838 116.9 1218 1621 024 87.4 1218 148.1 913 1135 1218 148.1 913 73.1 1210 148.1 013 831. 170.0 930 170.0 745 170.0 1116 170.0 660 1602 1150 1011.6 933 131.4 1150 MIA 914 110.6 1150 141.0 898 105.1 1150 134,2 885 87.0 1150 128.7 871 75.1 1150 1262 870 653 1150 126.2 070 601n 170.0 074 170.0 7ag 152A 1046 166.8 481 130.0 104a 140.(1 684 114.3 1040 133.1 650 101.6 1048 123.4 639 SIA 1040 110.6 830 78,2 1048 109A 021 65.3 1048 1002 816 57.1 1048 108.2 818 7270 140.6 ago 147.9 761 117.0 880 126.0 741- 100.8 650 110.8 734 60.0 NO 100.0 122 78.2 060 92.0 712 70.4 650 88.2 703 68.7 680 79.2 693 50.3 680 78.5 666 44.0 860 76A Me 3S 7810 119,7 790 126.1 890 99.8 1 790 I 108.4 1 576 85.6 780 03.3 063 71.6 790 84,0 652 60.8 790 78.8 843 69.9 790 71.7 036 4DA 790 65.1 r24 42.8 TBO 62.1 616 37.4 790 81.5 617 f.. i 7810 110.0 760 115.5 657 92.3 750 85.1 80 79.1 760 83.9 632 86.2 750 77.1 621 01.5 760 70,6 612 584, 750 55.7 605 48.2 750 50.4 594 39.0 760 56.2 5811 31.6 760 85.6 686 Q Q •o In 72.1 683 74,4 60D 60.1 683 624, 491 51.5 563 54.e 483 45.1 683 40.9 473 40.1 697 44A Me Al 663 40.9 482 30.0 563 382 452 25.8 683 33.3 445 22.5 683 31.8 442 W S� O go in 69,4 495 61.1 443 49,8 495 51.5 435 42A 495 44.6 427 37.1 495 39.6 421 330 495 38.1 415 20.7 495 332 409 24.6 425 29.1 400 21.2 495 20.6 394 1611 493 25.0 390 0 � 1001. 41.7 391 42.0 353 34.8 391 38.0 310 29.8 391 31.1 342 28.1 391 27.6 337 23.2 391 24.8 333 20.8 3111 22.0 328 17.4 391 113,7 321 14.8 391 17.8 315 III In 38A 310 39.2 336 32.0 370 35.0 330 27.5 370 20.8 325 24.0 370 25.3 320 21.4 370 22.8 Me 102 370 20.9 312 18.0 370 16.1 305 � 0 � N 1201n 30A 317 30.9 289 25.3 317 28.0 284 21.7 317 22.5 260 18.0 317 19.8 276 18.9 317 17.9 273 U M Q O Q 144 In 17.6 720 17.0 203 d Z In UI TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnahorCa eai Table fibs) ANCHOR CAP.,,,,,,,,, � � Substrete: 2.7k Concrete 9.6kCaro. olloNCMU Filled CMU PT S1owl (DPa)X( )=ANCHOR CAP... 6116'Eko ip•88 Eko 6118'Elco 114.63 Elea 010 Steel 912 Steel 5128tid MULLION CAP.,,u,,,,,, AnchorCllpPBRema Anclortype: 3776 EkoUlue9a 111 EkaUtuecan U14man 318 Ekouluxa 114 EkoU@nem Aggregator UWecon AgoteOetor Scmw(05)8orew(05) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mianao Ont P 24re 1• 2-VP 3.118• 1• 2-lrr 1• 244 21 3.118' r 0.48' 0.54` 0.32V CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Enj 1-614• 1.314• 1414• talo• 7 1-11r 1-114' 1.1/4• 1.114` 1-1141 1.114• 21 018• I.3f8• wades ACTUAL PRESSURE REQUIREMENT FOR THE 2 notm@6•Mltt.O.0./(2)2a8Angle qpl/(Fig.1): 3901 SBO la 450100 6901W 170010 2701 260121 354120 740 Van 3741W 7 1bn 94611- 341 Its 4425* 8608N OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhae®3.5•Mlb 0.0.I(2)2c6An9ie pipe/(Fig.2): 76012* 78011- 790 221 7070 721 262512 64011- 56012* WA 1120260 7481M 960 tw 1892lb3 602 to 685lbs 1120 IDA CAPACITY(FROM THE TABLE)OF THE SELECTED e Anohae 2.71'atin.O.Q 1(2)2c6Anpto Clips I(Fla 31, 1120121 1120lb3 S66 Von 2248@2 225111- WA 84011- WA 1059120 WA 1320 toe WA 1022 lbs 1327lb/ IND Ib3 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODUCT RRVISED FIGURE 1: ANCHOR CAPACITY TABLE. 1 3-1111,109 whh the 11 a da uDeptsa N TABLE NOTES: ouplmuvNgdo lFf'� 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. I redo Pre uct C68tr01 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE LY • • • • H)OLESLION AND TO BE DRILLED N TULLION HE FIELDO ON OWING DIMENSIONAL ARE NOT TO SCALE. RESTRICTIONS DIMENSIONS, SHOWN ON SHEETS 2123. 126" 30• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` Q' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 3.260' No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN Be OF 0.55.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.126' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAY LEAST.126'HICKAND A38.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND =U ST 1'I; MULLION .(�'•, • • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ! (<` •,.<ORIOA,, �\ ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 10NAL. A.OWNIMIL•LgA,P.E. FL P.E,#58705 TABLE 16A Mullion Capacity Table Ibe#tz APR Opaning Width(for vartically-spardrp mUllons)oro aning Hal ht(forhorizorttalyapaMrLg mUllons) ttC! so In 601n 701n 60 in 00 In 100111 1201n 1401n 10011 I. Rectangular MWI'deng. Rectangular Trap sort. Rectangular RapMang. Rectangular TmpMang. Rectangular ltaplMNQ' Rectangular TteprIllen9• Rectangular TrawAng• Rectangular Tr9pr70ang. Rectangular Tv"ang. q 3,25"46 Wedng loedn0 Laadn{$(p Looting Lasting LOedng loadn9 Lasting 1.011019 Lasting Lasting Lotting Lasting l0fldnp lasting lasting tasting loa6 g cx BAYMULL � t5� {$j {$yto DEO.AL ��' y� �� � �' tg� �� �� � � �NkOp F 421n 110.0 620 170.0 435 170.0 744 170.0 470 170.0 688 170.0 606 170.0 982 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 321 160.3 1611 170.0 521 111 4SIn 170.0 709 170.0 524 170.0 050 170.0 544 170.0 092 170.0 630 170A 1133 170.0 661 170.0 1275 170.0 877 t70.0 1417 170.0 660 163.7 1037 170.0 650 140.3 1677 170,0 680 122.8 1037 170.0 gag _ 50.0251n 170.0 747 170.0 503 170.0 800 170.0 631 170.0 10{0 170.0 604 170.0 1105 170.0 723 170.0 1346 170.0 747 170.0 1404 •170.0 761 I{7.1 1652 170.0 756 128.1 1652 tTOA 71+8 110.4 1662 170.0 766 LU C b41n 170.0 797 170.0 612 170.0 058 170.0 691 170.0 HIS 1700 754 170.0 1215 170.0 NO 170.0 1434 170.0 837 1652 1455 170.0 650 129.3 1455 170.0 881 110.5 1455 170.0 flat 97.0 1455 170.0 601 H 601n 170.0 905 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 157.1 1309 170.0 0M 130.7 1309 170.0 990 125.7 1369 183.5 994 104.8 1300 167.1 082 59.0 1308 167,1 002 700 1309 157.1 982 �JJ 031n 170.0 930 170.0 745 170.0 1t18 170.0 860 102.9 1247 170,0 910 142.5 1247 164.3 953 126.7 1247 152.5 905 114.0 1247 144.3 052 85.0 1247 138.2 930 81.4 1247 135.7 035 71.3 1247 133.1 935 W J 651n 170.0 074 170.0 780 170.0 1tag 170.0 903 140.4 1190 103.7 995 12g.0 1180 141.0 045 115.4 1190 178.5 928 103.0 1100 120.4 014 80.8 1190 119.6 M 74.2 1100 110.1 693 64.9 1190 118,1 893 Q � 72111 181.8 1010 100.e 977 134.7 1010 IMA 859 110.5 1010 1272 812 101"' 1010 114.7 e20 80.8 1010 105.0 617 80.8 1010 98.9 007 01.3 1010 90.0 705 57.7 1010 87.e 790 50.5 1010 07.7 710 76111 137.4 800 143.8 792 114.5 908 1220 775 08.1 006 107,1 701 BSA 006 08.2 740 76.7 906 082 735 88.7 908 02.3 729 57.3 906 74,1 718 49.1 908 112 110 421 006 10.6 108 Z X 76 In 121.1 661 132.5764 105.0 681 112.5 735 90.6 801 98.8 725 70.4 86 aB.5 713 70.6 881 81.0 703 63.6 981 75A 661 53.0 eel ee.l 681 45.4 fl81 04.5 871 59.7 181 03.7 672 ¢ o 901n 827 648 85.4 574 se.0 016 721 W4 59.1 646 82.9 554 81.7 640 58.1 545 46.0 60 50.9 537 41.4 80 47.0 $30 34.5 616 41.5 510 20.$ 84B 362 611 25.9 540 38.3 507 W O 0 981. 602 6611 70.1 506 50.6 568 69.1 499 48.7 SSB 51A 491 42.0 Sall 46.5 403 37.8 me 41A 476 34.1 560 38.1 470 2BA 605, 3JA {69 21.3 588 30.5 4R 21.3 6Bfl 28.7 027 (A 1U 1081n 47.9 446 40.0 405 39.0 MD 412 390 342 449 35.7 393 20.9 /49 31.7 987 2S.s 419 20.0 302 23.0 MB 26.1 177 20.0 440 77.7 Jab 17.1 029 20A 301 16.0 410 10.9 358 cX III In 44.1 425 45.0 065 300 423 37,9 370 31.b 423 32.8 973 27.1 426 28.1 361 24.5 425 28.2 502 77.1 425 21.0 361 18.4 425 20.7 350 15.8 125 18.8 3N N 120111 34,0 301 36.5 331 20.1 3B{ 20.6 321 24.0 384 2SA 321 21.6 J61 22.5 317 10A 301 20.5 313 17.5 384 18.1 306 Q Q O O 144111 20.2 253 20.4 233 IBA 233 17.1 230 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca aol Table(lbs) ANCHOR CAP.,,,,,,,,, 88 Substrate: 23k Concrete 3.6k Cam. Hwowcmu Filled CMU PT Wood Metal (DP,)X( )o ANCHOR CAP... 6118•Eke t!4•SS Eba 6118•Efco 1/4•a8 Eke M0 Steel 112 Steel 412 Steel MULLION CAP., ,,,." AnchorCllpPalfams Anchor Typo: 3110'Eke 1/4•EboUlVacm ulueoan 3HB•EkoUltrecm 1l4•EIcoUNecan Agg(east Ullmeon AgOreOdoc somw(G5)Samw(05) scrvw(O5) USE THIS FORMULA TO OBTAINTHE'/WCHOR Edge Distance(b7 r 2-trz• r 2.112' 3•va• aWA840 11 r 2.112' r 3.1/a• r 0.40• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Emmmnemi0n: 1.314- 1-314• talo• 1.314' r M' t-v{• t-I!4• t-114' t-tr4• r tJ18' 716• waee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Analgra 4➢6'Min.O.G/('t)2a6Alp CNp+/gq.tk 330108 3901W a010a e901be 7700 m1 270 lbsten 3541ba 7401W 3741ha 7zot e46 tea 341 ma 4421w flag me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehom®3.6'Mia 0.0.1(2)2x5 Angle alp I ft.2): 7801bs 780 lbs 700 ks tBrOlbs 2525lbs 540[be1bs WA t 120 its 741 lbs 080 Las 1892 ms 892 Im 565 tbs 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 0Andwre 2,71.6911.O.C.I(2)20ftlealpe/ .3k 1120 We 1120 lbs 9" 221e1bs 2264lbaroe WA 10591bs wA 1326 Lao wa 1022 roc tan ma teen Lbs MULLION.iTWILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. na congtlyin6 with the Florida FIGURE I: Buil0ltlgCcda/� .� TABLE NOTES: Amplm W 1`19 D Gcild • 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. MI ProductCantrdl FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. `��� pN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 126' 45° x %GENS,'•�FP �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A' N0.50705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260• ' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.76 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 = ` 45•BAY SATE �/`� LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION OS ATE P • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %(�S'•.. ,.•'�09 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 1S/ONAL1 A.L4 UA MILLER,P.E. FL P.E.#58705 h1.000"H 1.000' f-- 1.000' �- '� ---� 1.000• 1.000• (-- .125• f--1.288•-� � o .125" a Ir p Y 2.750" 2.750' .126' 3.126" .126' 3.188' .126' .125' . 2.000• 2.000' 12504 • I .285' 2.ilItg' 1s m L 125' L 500' L 125' O N W 376" .376' r �r r isD" r w 1'X 2"X.126'MULLION 1•X2'X.375'MULLION 1"X 2.75'X.376'MULUON I'X2.76'X.680'MULLION 1'X3.125'X.6'MULLION 1.26•X 3.180'X.265'MULUON 1.26'X 2.11'X.126'MULLION �,•• Z 8063-T6 ALUM. 6083.76 ALUM. 6063.78 ALUM. 8083-78 ALUM. 8083.76 ALUM. 6063-TB ALUM. 8063-TB ALUM. %SECTION XSECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION LU N $ 0 Z M }�)--.126" }-{I--.126' �{I•-,125' 0 TABLE A W . STANDARD CLIP I 2X6ANGLECUP ? �_ 8083-Tfi ALUM. 0083-T6 ALUM Dimension Value(in) For MUIIIOni 2.000" I X-SECTION 2.125' U•CLIP LI 2.000• %SECTION A 1.625 (L I 1 6063-TO ALUM. I 125, B 2.654 1"X2'X.126' J �t .125" X-SECTION L Aluminum C 0.895 Tube Mullion 126• I zz D 0.740 A 1.126 Z � -f.740'�- B 2.404 1"X2"X.375' 0 Y 6.500' Aluminum + 3.126• CUTHERETO .376• 5.000", C 0.635 Tuba Mullion U Q � 3 .376' -�-CREATE F-CUP.SEE MIN. Q 376'MIN. D 0.490 Q O MIN. DETAIL F.SHEET 3 Of 6 IN q 1.675 Z�'� .p r------- I r-------� z "--------------------- B 3.000 1'X2.76•'X 1 I I I I A A I U•CUP A F---------� 6063-T6ALUM. `- 2X6ANGLECLIP C 0.757 .37 Aluminum TOPVIEW 6083-T6 ALUM. D 1119 Tube Muillon IL_ TOPVIEW STANDARD CLIP 'ENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. CENTER OF ANCHOR HOLE MUST LIE 8070PV ALUM. CENTER OF ANCHOR DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X2.75'X SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER+1/18'. B 3.000 .850" DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Aluminum DIAMETER:ANCHOR DIAMETER•Vie% SHEETS 6-17 FOR THE D O,eg Tube Mullion ANCHOR O.C. TABLES DISTANCE.MAXIMUM A 2.000 RODU(.T R9VIS9D ANCHOR HOLE POTPBrt# 1'X3.126"X mIu_ `Idg /lhal+Istlde 5.500' .376' DIAMETER:ANCHOR Mull Dimension(sheet#) 8 2.837 u0dlog Oods MIN. r:W7 Std.Clip Offset Clip U-0Clip Angle Clip 500'Alum ,xeptu„co No .376" DwMETER.1lt6•. C 0.893 Tube Mull � I ato MIN. 1"X21X.128'(5) 888113M 8861119M 668243M 868511M D 1.137 ____ _-_-___I_----__--_-_i 1"X2"X.375"(6) 666114M W61 119M 668244M 666512M A 2.626 Mame ad*Product Control 1 I I 1"X 2.78'X.378-(7) 666115M 6661120M 6W246M 0013M B 3,282 1.25'X 3.188' X.285'Alum B 1"X2.76"X.650"(8) 688116M 6861121M MU46M 666514M C 0.682 Tube Mull `����y LYNN yl � i--- ---i D i 1"X3.126"X.500"(9) 66637M 6661116M 6661114M 666242M 668515M D 1.782 `� p ��aeNSF.(�F���' 1 1.26•x2.11"X '; 1 I1 ------� 1.26"X3.188"X.28S'(12) 88841M 8881117M 8981113M 869241M 886518M A 1.813 .121"Alum -k;' '•X `-------J NO-68705 1.28"X2.11"X.128'(18) 69370 WA NIA WA 666517M Tube Mull O OFFSET CLIP NOTES: -()••. NIM 131 6063.78 ALUM..12'1i TOPVIEW :• 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, •'•.,F(OR10P.•' .740'-F--y--1 CC • ....... 2)SEE SHEETS 6-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. � iS`S�ON'QI.�?.`� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN .#58 0 P.E. FL P.E.#58705 --� 1.000" 1.000• f-- 1.osr- 1 .083' .385" 740' ® A .062• �{I-{ .126' --1 f-.125- .062' -.126° QCY'74' CEI 38" L125' �I438' p 4.000' R-1 4.000' 4.000• ARDCLIP2.826' 2.000' 6 ALUM. 2.126' 2.000' 2X6 ANGLE CLIP 25' CTION -TOU-CAL 8063.78 ALUM. I 6083.78 ALUM. %-SECTION .126' N .126• .126• •125' XSECTION ry@ kkco .031" .126' O O 126 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE djj .376' '165"� 376" DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE g _ -f -T HOLE DIAMETER:AANCHOR D.C. NCHORMDIAMETER+ANCHORIMUM Bw m 8 1•%4'X.126' 1'X4'%.375' 1'X4'X.376' 6.500• m N C> O MULLION MULLION 'T'•MULLION 6.000" Z M 6083.76 ALUM. 6063-TO ALUM. 6063-T6 ALUM. CUTHERETO 376' O to J X-SECTION X•SECTION %•SECTION .375' 3.126' '_CREATE FCLIP,SEE '376" ��MIN. J MIN. DETAIL F,SHEET F = Z O 1.250'-► .376' Z W r--------1 1 r--------� r--------- -----------� 37b' CENTER OF 1.260' 1,260• i I 1 I I ANCHOR HOLE j j MIN. Z I I I I I MUST LIE WITHIN 1 I Q D- I I I I THE DASHED I I J 'r.. 1 11I I I F BOUNDARY.SEE Q Q pr p 2.876' --- I --- SHEETS 6.20 FOR F 1_-_----_I Z Z 1 I I I I THE ANCHOR O.C. I I I I F I DISTANCE. 1 I Vj Q 3.94' i i I i i MAXIMUM 3.260' 3.260' I I I I I ANCHOR HOLE I I S2 S2 I i I DIAMETER: i r .100• .100' .100• r- ------J LJ ANCHOR L------------ J U O Q I DIAMETERs1116' --------- Q col O O 2XSANGLECLIP �O O .100' .6,4' .6+4' L STANDARD CLAP 6063-TOLALUM. 60TOPV ALUMCENTE . - °a�a �-1 .820• I-- � .820" F- --I ,820•I- WITHIN HE ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.26'X 3.26'X.180' 125'X 3.25'X,624' 1.25'X 3.94"X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE,MAXIMUM ANCHOR HOLE Oilnenelon Velue n) For Mullion: Dimension Value On) For Mulllon: 6005.75 ALUM. 6006•T5ALUM. 8005-T6 ALUM. DIAMETER:ANCHOR DIAMETER 1/16'. 3. X F O 2• 3. X-SECTION XSECTION X-SECTION O 1.000 .126' O 0.600 X.024' H 2,680 Aluminum H 1,438 Aluminum 2.661' 3'�� 6.b00' -�I 1 3.000 Trba Mulllon 1 3.260 Tube Mullion ,� .126' .37b' I .375' F 31187 1'X4'X F 2.625 1.26'X&94' 1.377' •126' 1.877 I MIN. O 0.767 .376' O 1.126 X.624' ROA T --_ _--� ------- H 2.430 Aluminum H 1,600 Aluminum U-0*018whillho leride I I I I I 3.000 Tuba B'T' I 3.260 Tube Mullion IldI080Ddc�L - /1-1 I I I I F 2.260 1.26•X3.25' F 2.813 30'Ba MWI t(! .125'' i I I i i O 0.760 X.100' F 2.878 46'Be Mull .125' 45° 2.250' i i I i i H 1.600 Aluminum - �. I 3.260 Abe Mullion edoPro ud enrcol I I i H 3.260.48°BAY MULLION I 3.260' I 1 I I TABLE D 111 11111j 30•BAYMULLION 6063.78 T'O L-------- 1 �- -----� Mull Dimension POTParlq 6063•TOALUM. I XSECTION `T ••"' i XSECTION I I (aheetq) Mullion B1d.011p Offset Clip U-0118 Anple011p \`��'�..•'�,1GENSC•'•.F�j1 i� 1'X4'X.126'(10) 89304 666111M 6661122M 668241M 668510M G OFFSET CLIP ^ ' •'•7!T 7 7-- I .126' OD63-TB ALUM. 4X4'X.376'(11) 86610 666112M MO1123M 666242M 666519M Z 3f No.68705 .22OV' �.-,981'-� .228"J �-,981'^1 ,7�" TOFVIEW 1•X4'X.376"'T(i 1) 68853 60112M 6661123M 066242M 666519M 5- 1) NOTES: 1.26'X3.25'X.100•(13) 20180 6861127M 8881124M 8882410M 0805115M •O ',1.26'X3.25•X.824°(14) 20161 $661127M 6681124M 6662411M 6866115M 'HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Sa`^ t.28'X3.81'X.824(16) 20162 6661117M 601128M 666241M 686517M '•.;�CORIOP.•' 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 312o o(19) 88649 WA WA WA 8SS5il0M ��i�ss......... NCSC:` 45 De0rce 0'•0) 66650 WA WA WA 6666111M (�����('�`� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYIVI()IM)LLbrFt,P.E. FL P.E,#58705 TABLE E Mull Dimension PGT Part# e Cahoot#) Mullion Std.Clip U-Cllp Angle Clip f •12b' -�f- ,725• �{h. ,126' 2"X4°X.25"(16) 66602 666281M 660271M 6665112M I $ STANDARD CLIP J491-4 U-CLIP r 2X6 ANGLE CLIP ' 2"X 8"X.2b"(17) 88804 860282M 888272M 8886113M I o4 e063-TB ALUM. 8063-Te ALUM. 6093-TB ALUM.2.000' XSECTION 2.125' X-SECTION 2.000' X-SECTIONNOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125• .125' .125" #'eDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. IZbbl2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I-7 T O F- HOLE LOCATIONS. LLJ 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.500' _ x CUT HERE TD 6.000° 375' W o O 2'00D' 3.600• CREATEF,, MIN. Im O M ,376' 'C r_SEE DETAILAIL F, .37b' � .376' y MIN. SHEE14 MIN. ti) J g U) r------------------------I -- -- Z I i I ---------------------i Z LU z 4.000• I ; I d 0 Z -�- -I-- --- --I- 3.438' + 3.438' i .250"- 2•X 4'X 25• I 1 +-_-_-_-_i 1- U MULLION I I 3.438' Q0 8083.78 ALUM. j I 1 I I i H Z p .O X-SECTION I i I i .376" Z L_ _____--___I-_- -_-____J _- __ L_____________________J MIN. p _ _ L- STANDARD CLIP Q O O CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. U•CLIP,8083.78 ALUM. 2X6 ANGLE CLIP /AOR 2'X 4'MULLION.SHEET to CENTER OF ANCHOR HOLE MUST LIE 8083.78ALUM. -WITHIN THE DASHED BOUNDARY.SEE TOPVIEWTOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW fO Q SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. - 0'�� DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE °-� -� DIAMETER:ANCHOR DIAMETER+1118'. WITHItt THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+11161. SHEET, 6.20 FOR THE ANCHOR O.C. 6.600' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER 1110•. 5.000' 2.000°- 3.500' CREATE F-CLIP, �- ,MIN. tC SEE DETAIL F. •37b' MIN. SEE MIN. 375' MIN. .375' IF -- ------ -------- -- -- -r r---------------------T I I I I I I I I wmvh+ww+01theFiodda I I � IVo � l/ I i I i i D'mo 20. •I I � I I duct on of .260• 6.000' -i-- -r-- _-L 4.888" t 6.438• 6.438' I 5.438• 1 j 11 11 1 1111 2•XB'X.26• I I I 1\.•'........... 10ENSF''Ze,• MULLION 8063-T6ALUM. i 1 1 TIS' No. XSECTION i I i I I .375' L-------- ---- ------ -- L- MIN. TATE .260' STANDARD CLIP U•CLIP 2X5 ANGLE CLIP ��•'• .... BOTOP VIEW USED FOR 2'0X fr MULLION,SHEET 17 M. 80TOPV TOPVIEW3-76 ALUM. '/'1k,&/0N A)" • TOPMEW A.LYNN MIE. 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 DESIGN PRESSURE OF+60.0/-60.0 PSF. y 1)INITIALLY ASSUMING THAT A I'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ® 99� NO ANcnoRS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TA8L�S FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4•AND WILL MEET OR EXCEED THE REQUIRED 8 a. DESIGN PRESSURE OF+80.01-60.0 PSP.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. a -SEE SEE FROM TABLE 3A,SHEET 7,THE 1•X 2.75'X.376'MULLION(LENGTH-72,OPENING WIDTH-70•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•68.3 PSF AND WOULD CIS FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PROOUCT9 SHEETS Y APPROVAL 24 FROM TABLE 4A,SHEET 8,THE I-X 2.75"X.660-MULLION(LENGTH,,72",OPENING WIDTH=70')HASA DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE T• to OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. N MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 4 Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS,THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N �y.• 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 W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE RE%IRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE = LLU=11 2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. m O IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o- 0 NOANCHORS 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: im F- C3 N --I J 3z• --I MULL w DTH (80 PSF)X( 838 L83\=524.9 LBS (MAYBE USED TO QUALIFY#10#EEL SCREWS FROM TABLE 48) g OPENING WIDTH ` 72.7 PSF/ ZOAp1 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS ANO USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8•.THE OPENING REQUIRES A p DESIGN PRESSURE OF+50.0/-55.0 PSF. DD Z FOR THE VERTICAL MULLION: Z o 1)INITIALLY ASSUMING THAT 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32•+72'+1'=105•AND THE OPENING WIDTH IS 38'+3S'+1•-73'.REFERENCING SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST WINDOW FRAME DEPTH OF 2.318'AND WILL Jo S 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 SIZEAVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS , MULL w1DTH—�- FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.375-MULLION(LENGTH=108•,OPENING WIDTH-SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•15.1 PSF 12 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q O O FROM TABLE 12A,SHEET 16,THE 2•X 4'X.250'MULLION(LENGTH=10W,OPENING WIDTH=80')HAS ADESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z s.� SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. pp SEE DETAILS, —ga m� 3• FENESTRATION SHEETS BECAUSE R 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 6 PRODUCTS 29 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(3542'+35.12'+2'=731). 2)USE TABLE 128 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 W�RE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MEULLIONL� - - USING THE STANDARD CLIP WITH(6)3/10'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVESAN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 671 LBS. y DETAILS. DETAIL E, OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4•X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HO'Z' 7• MULLION TYPE COULD BECHOSEN. w`I I RODUCTRBVISED_ MULLION rA1DP1y1D8WIhoAbrlds 1)THE MULLION LENGTH IS 36•AND THE OPENING HEIGHT IS 32-474+2'-106'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE UOd�w14 ��G USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(@ L'ENGTH-42",OPENING HEIGHT=120')HAS DESIGN PRESSURE OF 0-170.0 PSF WHICH EXCEEDS THE °0tP REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP41CATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE BY DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8• laml)mde Pto UTI Con., Z23 ETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W)CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)3/18•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 11 I I I I I ANCHOR CAPACITY OF 521 LBS. `�\�O ff'{ LYNN 4// 7/1 38',HORI2. I I 38•,HORIZ. --I 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 THEANCHOR :\���•''\.\CENSE'•;F� �� MULL LENGTH MULL LENGTH 'T': ' 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 012 STEEL SCREW. ND.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ +/.64.7 PSF FROM THE VERTICAL MULLION; S-0 +/470.0 PSF FROM THE 38•HORIZONTAL MULLION ATTACHING TO CMU; '• L ATE F ,,�4 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHWGTO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �,'Q�'••,.(ORLDP.•',\ VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION "',/ i,/;9/0 A%- '%�� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN M1111? 11,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: I PW PW gd x/oPW � 's� N i h / 1 SHIDH SHIDH SHIDH SHIDH pyy PW Q � 0] ' Z yN � N i I � iI / / / OD / / / LU 0 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS DODR � 1 SGO Z g I I LOADING OF VERTICAL MULLION PW 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d V PW Z Q O I Z PW PW PW I PW W Z_ SHIDH SHIDH QSHIDH [L,/D\, SHIDHQD'$ Z Nntomo I SHIDH yl ��Of 1 g LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION 1 r� PW PW '1/ HR - t I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW PW j NOTES: RODUCTREVISED DOOR PW PW I i mmplyinIa i Blodda 1)DRAWINGS ARE utldlugC6do 4.-4 RERESENTATIONS OF TYPICAL onptonwNo 1 I PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM � ��appyp) o o THOSE SHOWN. �� 2)IF THE LOADING TYPE CANNOT ���\\0 LYNN 4 BE DETERMINED,USE `��,`�V.•• <<�c �i I rw /1 RECTANGULAR LOADING. •''\,\CENSE '�' PW PW .lC /0/, / Zi 11 , / 3)SEE PRODUCTS•APPROVAL FOR = : No.50705 tII / ACTUAL ANCHOR LOCATIONS. - �� �� LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i SGD / !AaT.C,q� LOADING OF VERTICAL LOADING OF HORIZONTALA'AMII`LE MULLION MULLION ..P.E. FL P.E.#58705 MIAMI•DADE MIAMI-DADE COUNTY ffork Ink PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Shrc�Room 208 BOARD AND CODE ADMINISTRATION DAUNISTRATION DIMION T(786)3154590 F(786)315-259-9 NOTICE OF ACCEPTANCE (NOA) www.mi9widade.gGv/eeonoM1 PGT Industries 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 Jurisdictioni(AIIJ). This NOK shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"SH-7001'Aluminum Single Hung Window—L.MX APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum. Single Hung Window,Impact",sheets I through 11 of 11, dated 09/01/05, with revision E dated OS/12115, prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P.E,beating the Miami Dade County Product Control Revision stamp with the Noticb of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSELZ IMPACT RATING:Large and Small,Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers 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 ofthis 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 because 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,thenit shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises:and renews NOA#11-1013.14 and consists of this page I and evidence pages E-1,E-2 and E-3,as well as'approval document mentioned above. The submitted' ocumentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.08 MIAMI DADS COUNTY ' Expiratibu Date: March 26 2021 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manuhicuaves die drawings and sections. (Submiffed under NOA No. 05=1018.41 a 16) 2. Drawing No 4040-20,titled"Alun Single Hiing Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision B dated 05/12115,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,PE. B. TE9rS 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBG,TAS 20194 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.T'rL4957,dated 10/03106,signed and sealed by Edmundo Largaespada, P.E. (Suhatitt`ed under prepious NOA No 07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 -.2)Large Missile impact Test per FBC,TAS 201-94 - . 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing. Laboratory, Inc., Test Reports No.ITL-4958 and FTL-5063,dated 10/03/06 and 11/21/06,both signed and sealed by Edmundo Largaespada,P.E. (Submitted underNOA No.07!1322.116) 3. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-W drawings and installation diagram of an aluminum single hung window,with fm frame,prepared by Fenest ation Testing Laboratory,Inc-,Test Report No.FI` A645,dated 08/11105,signed and sealed by FAImundo Largaespada, P.E. (Submitted under 1VOANo. 07-4322.96) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single bung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL4723,dated 10105/05 and 08111/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.051418 01) ' 3VJanuei P.E. Product Contr ' er NOA No. SX9.09 Expiration Date: March 26,2021 ApprovalDate. Judy 09 2015 B-1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(CO'VTINIJ M) 5. Test reports on; 1)Air Infiltration Test,per FBC,TAS 202-94 2)Undorm Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test;per FBC,TAS 202-94 ..4)Small 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,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin fiame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.F17,4947 and FT1,4650,dated 08(11105,both signed and seated by Edmundo Largampada,P.E. (Submitted under NOANo 05-.1018.01) 6. Test reports on:.l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile hnpact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4948 and F171,4646,dated.08110105,both signed and sealed by- Edmundo Largaespada,P.E. (Submitted under NOA No.Q54018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-S« Edition(2014),dated 05112/15,prepared by manufactzuer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.140423:17 issued to Eastman Chemical Company(KA) for their"SaBex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/Ib. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for theft "'Kuraray Butacite*PVB Glass Interlayer"-dated 04125115,expiring on 12111116 Mame er P.E. product Con of D! " er NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 892015 E-2 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SIIBMH`TED F. STATENE91M 1. Statement letter of conformance, complying with FBC r Edition(2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynm_Miller,P.E. 2. . Statement letter of no financial interest,dated May 16,2415,issued by maanfacturer, signed and sealed by A,Lynn Miller,F.E. 3. Laboratory compliance letter for Test Reports No.FTL-49575,F n,4958 and M" 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03106,signed and sealed by Edmundo Largaespada,P.E. (SubmftW under NOANo. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL4649,F nA723.F IIA947, FM-4650,FTL-4948 and F11,4646,4646,issued by Fenestration Testing Laboratory, Inc:,dated 08110/05,signed and sealed by Ed3nundo Largaespada,P.E. (Subm/tted under NOA No. 05-101&01) G. OTHERS 1. Notice of Acceptance No.11-1013.14,issued to PITT Industries for their Series "SH-700"Aluminum Single Hung Window-UNCI.,approved on 11103/11 and expiring on 03/26/16. '�-WawzfjC-2, f- _ Mannel P L. Product Con I ExaAlner NOANo 19 08 Expiration Date: March 26,2021 Approval Rafe: July 09 2015 E-3 ' ` ' GENERAL NOTES:IMEA_CT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I.GLAZING OFMONS:(SEE DETAILS ON SHEET 2) A,UMV LAW CONS11TING OF(2)LITES OF 118'ANNEALED GLASS WITH A.0V KURARAY BUTACITE (BY XURARAY AMERICA,INC.) B.61160 LAMI CONSISTING OF(1)LITS OF 111P ANNEALED GLASS AND(1)LM OF lo'HEAT STRENGTHENED GLASS WITH A ,09V KURARAY BUTACITHWO(BY KURARAY AMFRICA,JNC)OR,090-SAFLEX VVS INTERLAYER(13YEASTMAN CHEMICAL COMPANY) 0.SlIVLAMI CONSISTING 0 SQ)LITES OF 118"HOAT STRENGTHENED GLASS WITH A D.71160 LAMI CONB�STING OF(2)LITES OF 3/iO'ANNEALED GLASS WITH A.09CP KURARAY BUTACITE;V8(By KURARAY AMSRICA,INC.) OR.09VOMEX VID INTEIRLAYER(BY EASTMAN CHEMICAL COMPANY) E.711(rLAMI CONSISTING OF(I LITE OF 3liS"ANNEALED GLASS AND(1)LITE OF 31,16'HEAT STRENGTHENED GLASS WITH A .090'KURARAY - w(BY KUKARAY AMERICA,INIC.)OR.090"SMLEX IVS INTBRLAYFR(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7fi6w LAMI CONSISTING OF(2)LITES OF 31ir HEAT STRENGTHENED GLAN WITH A.08V KURARAy sUTAcITE FVB(BY KURARAY AMERICA INC.) SHEET Olt.ogir OAFLEX*PVB INTERLAYER(BY EASTMAN C14EMICAL COMPANY) GENERAL NOTES..........-I G.13110,LANII 101(1)LITE OF 1/8"T8MP9LG0 GLASS,AN AIR 8PACE AND 01100 LA CONSISTING OF(2)LITES OF I/8"ANNEALED,GLASS WITH A GLAZING OST............2 .000-KURARAY SUTACITS*PVB(BY KURARAY AMERICA,INC.)OR 490"w WO INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 099ION PRESSURES-....3 K 10/ir LAN 10:(1)LITS OF IV TEMPOREQ GLASS,AN AIR SPACE AND 61161 LAMI CONSISTING OF(1)LITE OF ile"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF iIV HEAT ST%ENGTHENED GLASS WITH A.0SV KURARAY BUTACITE'NO(BY KUPARAY AMERICA IND.) VERT.SECTIONS.............6 CR.000'SAFLSX VIA INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORM SECTIONS............6 1.11TIS'LAMI Ill(1)LITE OF 1181 1 GLASS,AN AIR SPACE AND 6118"LAMI CONSIKTI:NG OF(2)LITES OF 118"HEAT STRENGTHENED GLASS PARTS LIST.......................6 VVITH A.09V K lITE PVB BY KURARAY AMERICA,INC.)CR.090'SAFLEX INTEALAYBROY EASTMAN CHEMICAL COMPANY) EXTRUSIONS...................7 J.13hol LAMI 10:(1)LITE OFVv"Nmpwelp GLASS,AN AIRSPACE AND 7/16'LAM CONSISTING OF(I)LITOB OF 3MS'ANNEALED GLASS WITH A CORNER OETAIL:.............7 .08II-KURARNYOUTACITE 8(BY KURARAY AMERICA,INC.)OR,0gCr8J VVS iNTERLAYER(BY EASTMAN CHEMICAL COMPANY) ' ANOHOPAGE....................8-11 K 13/184 LAMI IG:(1)LITE OF 118'TEMPIRLP GLASS,AN AIR SPACE AND T/1611 LAMI CONSISTING OF(I)LITE OF 31161 ANNEALED GLASS AND(1)LITS, OF She HENT SVENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) L 1311fr LAMI Ill-(1)LITE OF 118-NEMPEREP.GLASSI AN AIR SPACE AND WWI'LAMI CONSISTING OF(2)LITES OF 311V HEAT STRBNGTHENEO GLASS WITH A.OW KURARAY BUTAC" PVB(BY KURARAY AMERICA,IND.)OR.OW SAPLEKPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.iWjrLAMI le-(I)UT9 OF 116-ANNEALED GLASS,AN AIRSPACE ANDS116-LA CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A mv KuRARAy suTAcrTE 6pvs(sy KuRARAY AMERICA.INC.)oRmo,smexcNl VS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2,CONFIGURATIONSi IOW OR,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH BILL OPTION) 3.DESIGN PRESSURES:(SEE TAKES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 9 1301). 0.POSITIVE DESIGN LOAD$BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE!THE 33113%SMOG INCREASE HAS NOT,BEEN USED IN THE DESIGN OF 7HS PRODUCT.SEE ONFETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. vitoDucrfmvmw a.SHUTTERS ARE NOT REQUIRED. p No 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, trot Dal ALUMINUM DESIGN MANUAL 8.SERIESIMODfl.DESIGNATION SHT00,ALSO REFERRED TO AS SH701 9.THIS PRODUCT HAS BON DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 13UILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS"TH TEMPERED CAPS(G-L)ARE ALLOWED, 14'.00106 ISO - ALUM.SINGL IS HUNG WINDOM IMPACT it NTS 1 11 1'4MO FL P.E9 68705 . ' � � NOTE: 1 1 LAN 10 OUTBOARD LITE$MAY BE UPGRADED TO 3AW WITH NO CHANGE _.f( A IN DESIGN PRESSURE, 41 112"NOM. 112"NOM. GLASS SITE GLASS SITE aEXTERIOR ER * (ALL SECTIONS) 37 37 At NURARAY BUTACrt PVSiNTERLAYER 80,81 Or 62 83,84 Or 66 BAFLE)(PVS INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 7Q �+--118°ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS 000 PVS INTERLAYER 000 PV81NTERLAYER 116"ANNEALED OR HEAT STRENGTHENED GLASS —ft 3118'ANNEALED OR HEAT STRENGTHENED GLASS 8116•NOM, 711W LAMINATED 6118°LAMINATED GLASS 7118"LAMINATED GLASS -�. ttr____A I/2"NOM. 112°NOM. 48 GLASS SITE 48 GLASS BITE cRdnucr n6v{ben 66,87,68 Or 92 � 89,9Q Gr 91 ^. /?M +-.118".ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 000 PV8 INTERLAYER .060 PVBINTERLAYER I+1 t t t t •. -_118"ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 8/18"LAMINATED' 7116"LAMINATED �.� 0 .. !14 sir AIR SPACE AIRSPACE ," 4'I`''upt!Ns@'',.� 118 ANNEALED OR ED GLASS 116" PE ED GLA68® �� ,•' �� 13118"NOM. 13118°NOM. !f% Np.0870F< %* M I 13116"LAW IG GLASS W116"LAMI 13116°LAMI IG GLASS W17118"LAMI I ' ! L 1 am Inme 8 RWV/80DIN1 uvSRg MFAOTURER r tR�o7EptNowGraRnE =�§� '..'`�—. GLAZINQDETAILB •,� +�tORO" JJ itN1TJ11 a Na CXANGEBTHrasxeE7 rl.vex�ce,rtane +*� � /aNA�„ ALUM.SINOLr>:HUNG►WINDOW IMPACT Ill r r+++ J.R OU01I11 d CHANOEDQAPVLA887YP87d7E'MFEREDFRahlHB ��a ygtb{ySauer 1141"` ^+ - A LYNNMILLER,P.E. mv FX 8'1106 J.J. or sN700 Filo 2 a 11 4040.20 B PL P-OX 68706 i I III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP 7'O--TIP FRAME DIMENSIONS WINDOW HEIGHT nOa WIDTH GLASS TYPE 83" 68" S8" 74" 72" 74" 76" MEETING RAIL 46" A+B,M +80,0 -8010 +80.0 .80.0 +80.0 •60.0 +80.0 -6010 +80,0 -80,0 +80.0 -80.0 +80,0 1 80.0 HT, a0" A,B,M +80.0 -8010 +60.0 -60.0 +80.0 -60.0 +60.0 -80.0 +60.0 -800 +80.0 -8010 +78.0 -70.0 � �pppgggH 52" A,B,M +80.0 •0010 +801O -80.0 +80.0 -80.0 +80.0 -80.0 +78.6 70.6 +71.3 77.3 +75.8 76.0 63116" A,S,M +60.0 -0010 +80,0 -00.0 +78,8 70.0 +78,,2 -78.2 +78.9 76,8 +76.4 -70.4 +74,074,0 UPT06611a" C.D.E,F,O.HAJ,K,L +8q.0 80,0 +80,0 -8q.0 +80,0 800 +60,0 80,0 +8Q,0 -8010 +600 •80.0 4So.0 •80.0 STANDARD VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE 38 318" 44" 80 818" 83" 72" 74" 78" 108" A,B,M +80.0,_-80.0 +80.01.80.0 +aao -80.0 Lim •60.0 +70.0 700 +70.0 70.0 +70,0 70,0 HT. MEETING RAIL 60" AAM +80.0 -80,0 +8010 40.0 480.0 -80,0 +79.0 -78,8 +70.0 70.0 +70.0 10.0 +70.0 70.0 52" AAM +80.0 -60.0 j+llol -SQ.q +8D.0 -80.0 +70.0 78.8 +10.0 70.0 +80.6 •89,8 +07.0 -67,6 "x10 jH 63918" A,S,M +80.0 4010 -80.0 +60.0 -80,0 +76,0 -7910 +88.0 •88.0 +88,7 •68.7 +68,6 •6816 UP TO 83916 C,D,fi,F,G,H,i,J,K,L +60.0 -8010 ,0 -00.0 +80.0 60.0 +80,0 40,0 +70,0 70.0 +70,0 •70.0 +10.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH PONT(MAX,WINDOW HT.W1 SASH a 78"FLANGED AND 78"INTEGRAL PIN) .iy MINUS WIDTH GLA88 TYPE 17118" 22 4111VI 383118" 33 314" 39 6118" 4413118" 60 318" 5818118" BASH 63118„ I D,E FAK,L +80,0 1-80.0 1 40010 -90.0 +80,0 1-50.0 +90.0 I-80.0 +70.0 70.0 1+10,0 .70.0 1+70.0 70,0 1+70.0 1 -7010 11 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. ° " gA H A.6118"LAMI. 118"A,000,1! A FT44947 4848 4723 4967 - f S.8116"LAMI-118"A.0 1WHS FTW%?,4648 T-6/16"LAMI- 118"k8.0801109 Ha ,M4847 4846 0.7116°LAMI• 118°A.080 3116"AI x-.4846 4885 E.7116"LAMI• 16"A.09D,3/16°148M-040 PAODUCTttAVIBSD 87110-LAMI- 16"HS,090 3118°HS x„4046 Wftmsy�j%Vldl lQFWda G,13118"LAMI 10-118"T AIR SPACE,6/18"LAMI. 118'A.090116"A F744648 4723 At pt axo No 0�_` H.13116"LAMI IS-118"T AIR SPACE,8118"LAMI. 1/0"A,A80 U8"H8 FTL.4MG ptnl7 L 131i8"LAMI 111-118"T AIR SPACE 0/16"LAMI• 18"H8 400,0PHS � FTL4$40 B �a� J,13118"LAMI 10-11V T AIRSPACE,7118"LAMI• t8"A,.09D 3116"A FT44849,4860 K.13118"LAMI IG•JWT,AIR SPACE 7H8"LAMI.3118"A,.o90 31IWHB FT44648 4850 4959 L.ORO'LAMI 1G=118"T AIR SPACE7/!8"LAMI.3118"HB.0@q.3/18"HS FTL 4840 4684 ►14 i i i t t t J M,13M8"LAMI IG-110"A AIR SPACE 5/16"LAMI. 118"10.080 116"A F1 d"M ,�� , #4 4!!i ,� NOTES: 1,WINDOWS WITH THE LOW GILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSP OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN PRESSURES ARE UNEFFBOTEO. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING i°FROM THE FLANGED TIP•TO-TIP PRAMS DIMENSIONS. No.1i8705 3 AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618"MINIMUM TO 38'MAXIMUM. = y 4,GLASS TYPES C,0.H,AND I MAY BE USED IN SASH ONLY ' U; "r5AT015F AWSABYQLA88OPTlagFORCUSTOMMEWW/NDOWB l070THCHNOIAOYDRNC OESIGNPRESSURES 11// JJ f04T7Hf 0 NOCNANdt?87N788H66T s H.VBNlcD,pl.m TM i���`4/0!V/�l.�i�,• JR. da lftl a 0*W0EDC4PQL488TWE70TEAVMFWHH8 PA a ,em ---- ALUM.SINGLE HUNGWINE10 IMP�AGT 1' !� N400MOS"113MdQcBattar • "ws,w aM A.LYNUIuIfL R.P.E. F. Wt08 dJ, ?x13701 8H700 NTS' 3 a It 400,20 PL P.E#6 3706 83118"MAX.FLANGED WIDTH @211@"MAX.I.F.WIDTH 48 @18°MAX,FIXED DLO(ALL) 76V 7mv SEE OLO IF. f i.F. 0� H I.F. TARLE a HEI HT STABDILC LE {j /�/ HE! SEE L O J---- 78" 78' AX 78"1 AAX FLANGED FLANGEDFLANGED STB DLO 3@ 118" HEI HT HEi HT = HEi HT TABLE X ASH $EE DLO LSEE DLO NS E 4 ( 1 ') HEI HT TABLE NO E 4 TABLE L - 491/4"MAX. VENT DLO(ALL) DETAIL B DET IL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP STANDARD SASH B E-1 OPENING 7@'MAR. i i8" 1 SEE DLO I HEIFHT 8+� HE. Q HIGH TABLE SEE DLO DETAIL SILL" BILL" O TAETAI Ct A 341 34 3118 FLANGED FLANGED 76'1 IAX. 76"1 fAXS0 41 4 114WSISP 1 HE HT HEI HT D 8261,0 62i71i9" 9Z 4 82 6116"' p1twilarmVIBBD BEE DLO TABLE X I 20" 20" H u t+d eC�o SASH SEE DLO LE X /f SASHAoapfomoNo 'Q HEIGHT / HEIGHT DETAIL SILL BILLadz �ottartpmo I A 34112" 34 311$" m B 271 Mt 00 al i DETAIL.D DETAIL E c 2771$ 27 118"c 193$" $314' V14:W(CUSTOM SASH) RADIUS TOP{CUSTOM SASH) E 193!8' il 314 TABLE NOTES: ��� ' '�CENS... 0,r�J'i 1.BEE SHEET B FORVERTICAL AND HORIZONTAL SECTION DETAILS. 2,SEE SHEET 7 FOR CORNER OETAILVIEWS. 3.SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B S C)ARE BASED ON A THREE OVER TWO FORMAT. " '.npp''•Q s E r : L.M. 4/fYHd B NOCfWYWEB'fNlBStt@ET °ie1"" 'ri'�` '.F'tOittOM.�•��,�� ELEVATIONS *1�1/11 ALUM.SINGLE HUNG WINDOW IMPACT C NaCNAMaES 1M19 8tlEbT PA BQX I= maxa w" A.LYNN MILLER,131,NOxotti ,-n3w4 'Wi 1bjyBetrer sH700 F.(G 9/fJ05 aJ. ?128147 NTS d ++71 d1Td0 29 E FL P.E.#68116 f-•----2.784" NOTE;MIN.(1)SWEEP LATCH AT VENT CENTERLINEOR 26 27 s OPTIONAL BOTTOM LOCKS,(i)8•FROM EACH$IDE OF SASH. NOTE BALANCE PARTS USED 1 SIDE INSIDE MAK VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 8,10,11,16,16 FucEo LITE ` 7,8 OR 17 -----_ DAYLIGHT 26 r OPENING OUTSlOE. 26 UTE DAYLIGHT OPENING—� r• MAX.WIDTH $ SECTION A A o. 23 !R UTSIDE rt i iNTEAL FIN(I,F.)FRAME SECTIONS r 1NgtbE 47 60 HEIGHT 21 , I HIGH I OUTSIDE Si I FLOW I 11 6=46 VENT AYOG Q 48 t SILL 48 St L JAMSOPE IouTSInE 68 ,71 28 I.F.FRAME fl FROMM ngYiSBD 63 II UMNtm{ngt�ilkfivR rma OUTSIDE I AccaptuWo sl 6 21 roU DMa tv • 2.946° 6 Mian D o ,63 2.330 (HIGH SILL) 63 j. (LOW BILL) SEE NOTE ABOVE 64 64 t t t t l l t 3 3o uLTRALiFT 67 t , 12 ONLY 68 ULTRALIFT : �//' No,aa706 'Yc ' SECTION 8•B 12 ONLY SECTION C•C RADIUS TOA �y (LOW Stu.SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) RJR.* alrmas NocNaiaeeaT60HHOL00 www SECTIONS ' �' '• 0 .•.iarotlttNOaNANCiE87Nt83NFE7 N.YeNie FLaMeta m, .ALUM.SING)LEHUNGWINDOW IMPACT ///UOet?Nft D NDDNtWQE97Ht88NEET PA.040im ..rr,r a�a d+ ""'o`+.rd1tN,aA.LfHtU CL��,P.E. ane NextoMler4 am{..._ t?rtb Barrer g LABII 6 +f 1f 4040.20 s FL P.E.#68765 P/ttEs >l. 71F8g7 TWO DWG.# DESCRIPTION POT# REM I OWQ# DESCRIPTION PGA# I 4002A FLANGE FRANS HEAD 612226 80 1036 SCREEN SPLINE-.138 D!A HARD 6i036K 2 1186 #O X1,OOO QUAD PN,SMS 781POA 01 SCREEN CLOTH 9i019 3 40030 FLANGE FRAME SILL OW SILL 012228 63 606 GLAZING OHANNEL ,888 X.800 8833402 8 1020 ADHE$NE OPEN CELL FOAM RAD 7PAD1620 84 1181 #O X 1000 PH.BUGLE TEK 708X1 6.... 4004 F,,111 RAMEJ 612227 87 GLAZING TAPE III$XV2.7115LAMI 828V1S10 T 4026 SASH STOP 012244 96 4051A SASH BOTTOM RAIL HIGH SILL) 84061 8 4026 $ASH STOP EGRESS 1.126 LONG 812244 09 4060A FLANGE FRAME BILL HIGH BILL 64060 9 4020 SPIRAL BALANCE 318",WOR 11118" 70 $I CONE DOW 009,006 OR EQUN. 10 1080 BALANCE 0 3!0"OR 610" OBALOVRBi 8 00 A GLASS,6118"LAMI 118" .000 PVB 110" 1 i #8 X.760 PH.PN.SMS 7034AA 0i 8.GLASS 0116"LAMI ;t8" .090 P 118"HS 12 BALANCE BOTTOM BRACKET 7$ALTBKT 62 C,GLASS 8118"LANK 118"HS,0@0 pV8 i/8"H5 13 10051108 SASH TOP GUIDE 42804 83 D.GLASS,7118"LAMI 118" .000 PVB.118' 16 08 i PHILLIPS PLAT HEAD S.STL FBX1 FPAX 84 E GLASS,File"LAMB 1110"X090 pVB i16"H$ 16 1000-1 SALANCE COVER 11148" OBALCVR870 68 F.GLASS 7110 LAM! 118" B 090 PVB it6"H 17 4063 SAS STOP O(MR 64063 00 0.GLASS 13118"LA?A Ki'IIrT,Al apAOE,6118"LAM, 118" 000 FWA18" 19 4029.1 SASH BRACKET 7ULBRKT 87 H:GLASS.13M8"LAM ISN 118"r.AIRSPACE,8/10"LAN1,018"A.000 PV8118"H$ is #8.32 X 112"L0.PH,FH,TYPE F S.8TL 7S32X12FPFX 89 1.GLASS,1311 S"LAN!IG:1f %AIR SPADE 6149"Lf4H it8"H$.090 PVB 1/8"H8 21 40640 FORD MEETING RAIL 840640 88 J.GLASS,i3M8"LAM 10'1140'4,AIR$PACE,7118"LANA eMe"A.090 PVB 3116" 23 40060 SASH TOP RAIL 64006 00 K.GLASS 13/10"LAN!IG'118'4,14R SPAG 7118"LPN! 116' .090 PVB 3116"H8 2a 1238 V517..170 X.270 BACK FIN SEAL 678100 01 L.GLASS 13M S"LAMI IG'118"x,AIR SPACE 7M0"LAKY 3M6"HS 090 PVB i8"H$ 26 1090 SWEEP LATCH 71098 92 GLASS 13116" AM!IG'118" AIR SP E 6 8" } 118A.080 PVB,iW 27 1018 tl0 X.028 PH,FL.BMs 7866 878 28 4007 SASH BOTTOM RAIL LOW BILL 012230 .784 30 1228 WBTP.BULB VINYL 6TP949 31 4008 BASH SIDE RAIL 812231 1062 34 1288 SASH FACE GUIDE 42601 36 1822 LAW SETTING BLOCK 3/3rX26184"Xi" 71622K 1' 3,1166 38 1882 LAM IOBETTiNGB OCK1"X3t4'Xit18" 71002K 37 1224 MNYLGLAZ.BEAD BULB HICK 6TP247W.K '062 30 1226 VINYLGLAZ.8EADBULB(THIN) OM48K 41 40398 GLAZING BEAD.0/16LAMLGLASS- 640398FRAME,I.F.HEAD 47 42 40448 GLAZING BEAD,ilia LAM waRILL KIT 044703 0407iA,OD03-70 44 4222A GLAZING BEAD 7116"LAM 64222 FRAME,I.F.LOW SILL 46 9860 GLAZING BEAD 7116"LAMI WORILL KIT 6086 48 04072A,6683-x8 40 4001 GLAZING BEAD 13118"LAMA I.G. 64087 .908 47 4071A FRAME.I.F.HEAD 84071 0"wipwng�t woNlarldt 40 4072A FR .LF.LOWSILL 64072 37 NuOaI"gCode O$ 40 4073A FRAME,I.F.HIGH SILL 04073 A pimilm NDna - 60 40748 FRAM I.F.JAMB 840x4 6 62 4009 BILL LATCH EGRESS LOW SILL 704009 .062 NOM >? u Co 63 1088 SPRING,BiLL LATOH EGRESS 78PRNG THICKNESS 1 64 2740 :BILL LATCW EGRESS IGH BILL 82740 2, i 86 1014 $CREEN:F Ii.OR.6YER (010:14 062 NON �Iltllllttl 60 1030 SCREEN CORNER KRYWRINGS. 71830 THICKNESS 87 1831 80REENMNER KEYWCUTRINOS 71837' �t)llF•��ii, 68 1079 SCREEN SPRING 7CASP 89 1624 SCREEN SPLINE-.138 DIA FOAM 81624K8FRAME,I.F.JAMB Vr;i Na.60705 FRAME I.F.HIGH SILL #49748,9063 T9 - 49 #4073A,8003-78 (USED AS RADIUS TOP HEAD) y to " LAL tJt?1t8 6 HoQ oeller"aH66T sDOF tf1: 14fOT6CHNOLOtiY 0RN6 �i �t , -a • JJ. faornf Iftwom D LPk Noalt�woes7Nlesr�er x,veslce,f�aaaxzre >ALUM.SINGLE HUNG WINDOW,IMPACT NTS 8 11 4040,20 F1SL11tCP�7.FBV'AlS.W�060 CiIWOCSLAW TYPFTSWR7MW#iB JI A A L P�.'E� rE .ronJJ23 I.F.FRAME SEALANT ALONG ENTIRE JOINT _ 1 or 47 q I.F.FRAME r+--2.784 I oe2 x,.30 �o .L_,.._._ •oez 6or60 (�1 FLANGE FRAME HEAD I #402A,603-TO 2,764---r I 1.746 FLANGE FRAME SILL(LOW) WELD 940030,6083.78 8 or 60 SCREW j SEALANT OR GBOSS(2) ASKET -- 2, 10A J2 .490 A_L }•+-1,613•+{ 736 i AT HEAD AND SILL .002 040 I -•1.461—iT VIEW D-D VIEW E-E (1l1&VIEW HEAD$SILL,RADIUS TOP BILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION (� FLANGE FRAME JAMS ? 94o2s,eos3Ts 17 -- — — — ti J #40041 6063.78 #A083,8083 78 •0!--i 9 1 (USED AS RADIUS TOP HEAD) -* 1.186 t+•- M X87,8 1.842 2,328 1,068 �.�--.z z7s-�-• �"� .Dez ''�Q 41 Gi.AZING BEA 6/98" �. #40398,8Q63•T6 .06266 1.707 .082 9.79 SASH SIDE RAIL #—I882 39 #4008,6063T8 21 FIXED M 0TI G RAIL SASH TOP RAIL @ SASH BOTTOO MRAVLOIN) rm 6i8 #4006G, o6 � o6a- 0 1.006-}+---*I� rnoAuayr�ut�mvisao '1k�,676 Cis 42 GLAZING BEAD.6/98". nwidduip0o3awt�htlfaNtofldw #40448,606346 Acapfanco No -ID SA 2.326---►1 1.106-{+--►l T (USED Wl GRILL Kill rolb Data Vol7 .082 2.146 44 GLAZING BEAD 7/16" p'°°°tc=tm &j 46 94222,6003-T6 2. .603 060 •062 .678 1.007 ���� p G, Q6o � / GLAZING BEAD.13/18"tG �.��'��. �ti:aNs�'•.�F.p I-----2.784---.1 1.116 @ 44097,6003-T6 `*.1 6g FLANGE FRAME SILL(HIGH) 8$ SASH BOTTOM RAIL(HIGH) 46 GLAZING BEAD,7/1&' No.00706 y #4060A,6003-TO 04061A,6003T6 #1060,8003.78 (USED Wl GRILL KIT) .ty .t ?!10 8 NOCHANOE6TH188HF8f �+ -U 8T TE i+ JJ ran»ri a ruocHANDE8TN188NEBY faA)T4GNNOLtlOYDAN@ �� . EXTRUSIONS FRAME CORNER DETAIL �y�fis ,�coRfuP.•�G��,' J oax+r r f3 noa+zw0e6TNre6t T tv vPeoit fess ALUM.SINGLE HUNG WINDOW,,IMPACT �'�iSh1,I1. oas o.� NoltoMie,f� 4gates aaac aw A tS/t6t4MiLL�'f},P.E. XK, 005 J.J 9/22ra7 6►i7so Half 7 d f 1 4040.20 E Ft P.E.#68706 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES; I.ANCHOR TYPES: I-1WSLOOTAPCONB WINDOWHEIGHT 2.114'ELCO884 CRETE-FLEX 8usMTE: 20,603 34,6013 40.603 40.803 62,603 6IL003 84.803 70.000 - 3.012 SCREWS ANDHOR TYPE:--3�— 1 0 0 0 a Q 1 C) 0 0 0 0 2.ANCHOR LOCATIONS ARE BASMON THE - . I* a M 0 Lz -0 z 2 z RZ 2"2 z z z z Ow GLASS DOC481 82 90 8 FOLL0WIING DIMENSIONS. 8 8 8 co 8 8 8 HEAD-IS 112#MAX.FROM TOP CORNERS WIDTH TYPO JAMBS-17'Ur MAX,FROM TOP CORNERS C.D,E,F.G. ir MAX.FROM BOTTOM CORNERS I i i, '21 1 -ij il 21i il'i i12 i1i 80 MAX,BELOW MIG.RAIL 19.126 KkAKL i 21iji -112 i12"fli ijAili ilAil2jil2ifij 2i SILL'ANCHORS NOT REQUIRED AIM -irfriwifi ip iph' il 1 1 'iWil'i ili 21i jjjj 3.INSTALL PER THE ADJAcFtrrTABLE ANCHOR qUANTITIF-ausIN07MOlMENSIONACRITSPJAOF NOIS 2. 24,000 12 1*f i fli ifilililfliili llffili il'i i126lKili,21i 1*2*il'$'ili,iliili 'il'irililil'i*21iifi 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AAM ,I I I IIIIIIII I I1I 1 I I I I j1 1 FLANGSIDWINDOWS,INTEGRALFINDIMSNSIONS IIIl' ll` 1* Il1 * f111ARE I'LESS, 1 2 Il41212121'2221222'228222222222232222238223332233 11 l 1 ll' Fl l 1 1 2 1 8............ C.D,F,F,G. I I I I I I lij 1 1 1 1 lijili Ii 2 2 1 Jop H.kAKL i I il. i.1 'rASLE WITHA 414 SBIOZLEDIIILTUAGLIKCUIZGEFDTVHAILUE ABOVE THEM,INDICATE A , BL 3 IF,," 'i 215112ili ili ili 21i 2 f f R 'it 313814IS 0 Ad 1112 i I i 21d 21d I'l i i l'i . , ' J �[1 " OF ANO THE AB.M 4212222312222 . 182329222323222393223334323334334A' ' 1MAXIMUM DESIGN PRESSURE WITH THE QUANTITY llll [ l- ' -1IFl -11HORS 6 IN BOLD.OTHERWISE, I I jil [ji 1 2 1 1 2 1 2 2 1 2 2 2 1 2 2. 1 9 MAXIMUM DESIGN C,[),E,F,G �1 -1.1. 1 PRESSURE FOR T37.000 HE . . I . . i Ii i iN RESPECTIVE Size H,kJ,K,L j J'j T1 i ili 1i I i[i il'i"ilffili il'Rifi'ifi 23 2 3 2 3 4 1--it d I il 3 lq� il AND GLASS TYPE IS 1 2 1 1 2 1 1 1 2 2 1 2 2 1 1 1 2 2 1 2 2 1 2 i I 'i 44 Aj8,M AVAILABLE. 11 21ikli 1 2 2 3 2 3' 21 i-gi ifililir gila 3L 4 PSF re C,D,E,F, 2 2 22 2 2 2 9 2 2 2 2 2 2 � 2 2 1 2 2 2 2 2 2 2 11 2 40.000 HjJ.KL 22122223222323222 . 232 $ 23242338342334363334463344 ll' l ' " � * 11j `f1l1i ' 1 [ 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 21. 2 2 2 2 2 2 ASM 2 2 1 1-i ilifffik A. - 21'i il.j. 2 POF 70 i 3 i i 213 il 3 $14 iri il'i �11'44 ifi TABLE MY' CID,E,F,fA 2 2 2 2 2 2 2 2 2 2 2 2 2 rl 2 2 -q-2 2 wmx PSF 44 -- - ti1l' 3 4 4 (OF EOI lie PRODUcruavisoo .000 HtJ,K.L 822222232223232233242333 3 s'3 2 2 2 2 2 2 2 2 2 2 2 2 2 no Ica ASA 222222232225232233242333948 . 53342834363334463446 'ili i3 213 i I i'il*i 3151313131 i HEAD 2 A 18M 3 MB V n 191 2 22 JA ji 0 E 2 3 PSF 79 2 2 2 2 2 3 IROJL 0,D,E,F,ol 2 2, . 2 3 2 BELOW a 0 2 , 2 1 2 2 1, 2 2 i 2 2 2 2 2 222222232223342333342334342334383334363346463466 l1l' j. j. j 2 - I.-I..' ,IIfi T ' 1 MrG.RAIL 49000 KkjKLrl" l11' 11Tr 2 2 [2 2 1 2 2 1 2 1 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 jl. J1 ' 11l' (FULL ASM 222228238223342353 . 42334342384363334363346463466 l' lllf1l '1l1* f1 P$Fj 72 ?91791 HEAD 2 121", i 1-2 2 2 2 2 z 2 2 2 2 2 2 2 3 3 2 2 21 2 4 ja[jU3 31 2 2 2 212 1 .2 2 2 2 2 2 4 6 2 2 4 4 4 ,2i. j 4 2, 4 2 1 1 2 2 2 1.2 1 2 2 1 2 2 1 2 1 2� 1 1 2 1, 1 3 1 2 .1 2 3j 2 a 3 1 2 1 3 J MOVIE 2 C4DjE Fof, VL - jl,. MTG.RAIL - l- 1 - '- " 1- l, * f1LOW N�•6D708 0141,128 'j,K 2222882322238423343423343A33343 $ 3844403448403466JJ111lI MB BE 2 21212T21, 212 .2 2 3 1 2ij 2 1 3 M22i - 3 3. i 4 41 i'l 2ij 2il 3 MT0,RAIL i"j *j[ **2'1 i-14 41 1 V13f 28' 222232223342334342 . 343433 . 43633444633'4840344 & 1 2ij 2 AS.M 2r2r3jj jlj 3[� 21 �IA 'ip 31'6 3 wafts a No GRAN=7H19 ow umv C.r �CHQR�AGE SPACING, 1/1 1070TECKNOUM w I f"?gj K YEN=.K o". 'A*'LUMaQ%laxa .SINGLE HUNG WINDOW. 4004 FL P-EN 66706 NO2N Ft ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE ANCHORAGE NgT_ES,. 1.ANCHOR TYPES: 1-114"ELCOTAPOONS WIDN40 HEIGHT 2.114"ELCO SS4 CRETE-FLEX SUBSTRATE'-� 20.006 37-160 1 44.868 622.160 69.866 1 87.160 74.866 70.0110 8.04SCREWS ANCHOR TYPE-­ 0 1 21 0 ON$ARE BASED ON THE RA 0 13 Zola z, 8*0 z 2.ANCHOR LOCATI WINDOW GLASS a _Z*o I 91A jai FOLLOWING DIMENSIONS*- -WIDTH TYPE "8 8 8 8 00 8" HEADWr WAX FROM TOP CORNERS MAX FROM TOP CORNERS MAX.FROM BOTTOM CORNERS ill 21 i if I il i iL2 ij� ..... i 'i i i '19A26 HIIJIK,L 'ifi'ili 'iji W121"i i1i 31 2 2 3 2 V MA)L BELOW MTG,RAIL 2! 2 '2 i I BILL-ANCHORS NOT REQUIRED A.D.M1 I i I Al I i I i r1 f 222221 '22'22222222'2222222'222328282322232 lrI f , 1 -I' Iil3.INSTALL PER THE ADJACENT TABLE ANCHOR POF 19 .1 QUANTITIES USINGTHE DIMENSIONAL CRITERIA OF op,g,F'0. 1 1 1 i-—i i I I 1 1 1 1, 1 1 1 1 1 1 1 1 NOTE 2. 24,000 HJAK'L -171 fl if 111, il'i 2 2 2�i'2"F2 ili ildifffil"i irk ili ird iR if il 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 22 i AAM 1 211 1 1 1 1 . i I I "GED WINDOWS.INTEGRAL FIN DIMENSIONS I [ ' j' ARE i'LESS. 1111112211222 2±2E22222823228923'222'32922232. _ ll111 ' 1111 .ia aH ps Do 77 2 L 6.EESId�t MAYJMUM DES! C,D,B,FA T_ i I 'I 1 12 1 1 1 1 1UTI-E RAWERMArABLE WITH A 32,coo HAJKL -111111222222232222 $ 3223333323333223343 $ 2434332431- I f- f . .�' 1 ' ' fff- l ' ITALICIZED VALUE ABOVE THEM,INDICATE A GN PRESSURE WITH THE QUANTITY A,S,M 2 1 1 1 1 1 OF ANCHORS SHOWN IN SOLD,OTHERWISE,THE KI: j T 1-171 iWWRi 3i -1 121233433243 33243MAXIMUM DESIGN PSP 89 or 79 PRESSURE FORTH RESPECTIVE 812E —2 1 1 _ i 2 2 2 1 2 2 1 2 j 2 AND GLASS TYPE 19 j. 1_;_ 2 "if" 15 114'0 Zfffli flk Ri 4w3 ' 74 3 1 Wflili 4'rjj AVAILABLE. 37,000 _HM-14 - 1 T1_j T-111711-2 F2 jjj'jTjiJ.i.i ilffill A.8jM I 2il VT_2 —2 1 2 2 12 .32 2 FT-F2– 2 1 2 iL 112 41 -171 i I i Hih -2, ii 3 '44 '41"3 POP 64 it 102 1 79 CAVA, 2 9 1 2 2 2 1 2 2 2 2 2 2l2l2j;2 2. ]2 f .2l -21 *2 2 4g.000 JAKE 111111222222232233332233433343333343443343443 $ 03 l A,BM 2 2 _2 _2 2 2 2 4_ 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 - I r J_ f i a i i i i i i W - r, im 1 2 2i3 3 3 4 3 8388 TABLE KEY: POP 49 -jj--Ve 7jW78- W(PSF r,D,E,F,G, 2 2 2 2 2 2 2 - 2 2 2 -2 ' 2 9 9 2 2 9 2 'T i±2P.3iJ14 21'i ili 44 il'i'41'il4ri sli 43 4 =.T 2T2 'i .J14 1 IDP LIMITEDII 117 m0z)ucTmv'8H0 44.000 MAKI. i I IRTI TRI-2FIRli — 4 '; 3 Budd -iowthftFlorwo h 2 2 z4z4-xl=4z" Op . A.9A _9_1_2_ 2 1 2 2 2 2 2 2 9 2 2 2 2 2 9 '2 '2 2' 2 1 2 HEAD 3 s 111111222222832233'3428394438434493484433 ' 3443904 1 2 2 3 ik 21i)jj�14 ili 41il 414 31 i�4Li 4141 i I i 141 i Tj 1 1 2 2 J&2T2 i13 JAMB W 11 MAN Poo 46 74 6f 174 - T8 TB ING.RAIL Pioduck I 0.0,9,F.O. 2 2 2 1 2 2 2 2- 2 2 2 9 3 2 2 2 2 3 9 2 JAMB BELOW j .48.000 H,IAK,L *1111112222223322'9334383'344'334444a344444384444884 1 1j1ll * ,] J1 . A'e'M 2 2 2 2 2 2 2 3 2 2 2' 3 2 2 Wr 3 U 0 I rl _1 rl 1 4 -2 r2 ja K2:-3 F3 'i 5 i 5 4 4 ja a h1v �n ji w 1 4 i i"4 POP 41 07 40107 70 79 HEAD 2" JANBAoo\e 2 2 2 O,OXAG, 2 2 2 2 2 2 3 2 2 2 44 9 one 3 2 22 L he co 22 _1 4 2 5 4 4 4a!,,4 3 2 3. 3. 2 $ a 2 3 361 2 li3 i.I I_2 3. .'1. _,. Me.RAIL 63.128 H,I,J,K.L I 1 -1 Fl-Irl IF211�1_251_35NIJ-ib i14 3ji4j'44l44'i*131'41*'iI4j4 flJ414161 413 [4 -i's 414bk AAM 2 2 2 2 2 1 2 1 JAMS BELOW 2 1 2 —3 2 3 1 3 141 2 3 3 1,4 31 6 1 MrG.RAIL 41'4 i 414 k 413 �141614 41� i14 2 2 2 H22-3T31 31 i[313 414 i I d 41414134 i13 tAl.911.3 �r;WCHAWRS TW SHER HORAGE SRAOING ANDARD ;PC ........ N,vN,*.To,',o.Gy4r AWDPM4X VAMEANCHOR P'm Box im IMPACT 'e;',y0NAl.'VW U: mum 0 EL ALUM.SINGLE HUNG WINDOW 1:.,MKONUML30M vowbly B~ I'mrsl'o 11 =40040 1' A.Ll�t UMI@W,PZ9 BHlQD FL P.O.#68706 ANCHOR4UANTRIEB ABOVE MEETING RAIL(HEAD&LA_MB84 CUSTOM FLANGED WINDOW HEIGHT MINUS SAS IGHT TABLE 7. ANCHORAGE NOTES' WINDOW HEIGMT MIN U380KHEIGHT FROMTABLE S. 1.ANCHOR TYPES. 1-114*ELCOTAPOON8 7A I — 1 1 33164 44,039 60.302 65.025 2-i14,OLCO 884 CRETE-FLEX SUBSTRATE: 22.60 28.2 9� 1 3-#12 SCREWS ANCHOR TYPE, 2, OR LOCATIONS ARE BASED 0 '4 Z 44 ld C'4 7- Z'- WINDOWIGLABS 8 8 8 DIMENSIONS, WIDTH TYPE HEAD-18112*MAX.FROM CORNERS D,E,F,i, JAMBS-17 iW MAX,FROM THE 19,126 K.t 1 2 '2 2 2 3"' 5 3' 11112"MAX.ABOVE THE MEETING RAIL r MAX.BELOW MTQ.RAIL D.E.F.J, IV MAX FROM BOTTOM CORNERS 24.000 KL I—J--j-"-" 2"'­-'2*"'­2' 2 2 5-1'a" SILL-ANCHORS NOT REQUIRED 3 a 3 3 AE,F,,% 3.DETERMINE THE ANHcOR QUANTITIES FOR CUSTOM 32000 K,L I 1 1 2 1 2 1 3 31 a 1 3 3' 2 3 a 3 '4 d 3 4 5 3 8 VIEW WINDOWS FROM TABLES?.AND 0.USING THEDIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR POF 70 ABOVE THE MEETING RAIL AND TABLE S,FOR BELOW. $7,000 1 2 12 22 2 2 L2 -2 [1 2 A 4,AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KIL 3 1 2 .s a 3 3 3 8 4 4 a 6 4 6 WINDOWS ARE 12 616'MIN,TO3W MAX. 1 — PB F — 79 79 79 79 S,TABLE WIDTH AND HEIGHT DGRAL FIN OIIMENSION ARE FOR FLANGSOWINDOW8. INTEMSNSIONS ARE 40.000 D.E.F.J. 2 2 2 2 2 _2 [g. 2 2 �.A 2 1.1. Uj,I_?.. 2 2 2 I*LESS, K.I. H 1 2 2 -r i 3 —3 4 1 0 1 4 4 1 3 1 6 4 1 4 1 6 T-4 i 0. 2 12 FIZEMNUMUE FORCENNTABLe WITH ABOW 1 2 PSP 79 76 79 77 79 79 79 ITALICIZED VALUE S THEM,INDICATE A MAXIMUM 44.000 W,—BFJ, 2 2 2 2 2 2 2 2 2 2: .2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS 1 .2. K.L I i 1 —2 ***i*-2 —3 V —3 4 4 4 4 0 1 8 4 3 5 4 6 5 1 4 1 8 SHOWN IN SOLD.OTHERWISE.THE MAXIMUM DESIGN 9 1 — PRESSURE FOR THE 70 1 RESPECTIV9 BAND POF 70 79 FS 79 71 79 73 70 2 -— $ 2 2 2 2 3 48.000 2 2 2 2 2 2 2 2 2 3 2 GLASS TYPO 19 7_ Tull 1 1 -" 2 1 2 1 9 1 3 ...4'. —4-4-4-4-4 'i 4 i" 6 4 6 8 4 8 9 6 a AVAILABLE, POF It 79 10 1 71 1791 041 74 , lool " a oil TABLE 7.KEY: 63.128 5ZU 2 2 2 2 1 2 1 2 1 3 2 3 I.J.k 1, _3j ? . 3 3 2 3. 1.� I..; PSF K.L I I 1 2 1 2 J3-1-4 1 —4 A . a al a 6 6 7 1 -i 7 3 3 I� tDP LIMITED11 112 1 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM!FLANGED 1M14DOWS BASED-ON SASH HT. HEAD F:2q TABLE B. JAMB ABOVE BASH HEIGHT WO.RAIL SUBSTRATE- 1217 6.776 1817 1 21.770 24,776 27.776 0.7 IFULL 0121" ANOHOR TYPE., H WINDOW N EAD a WIDTH 8 1 lA.ABOVE: FRODUCr RIMOOD 18,126 as pa-wlyins 1 1 2 1 1 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 MT(3.RAIL oulliffit F 2 1 2 2 2 24.000 2 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 2 2 -- QaA 32,000 2 rl- 2 2 2 12 3 9 '-2 2 3 3 2 3 —3 —4 2 3 4 21 3" a $7.000 79 2 3 1 2 1 3 --1—--T--T- I 'FC= TABLE&K A m awo 2 1 1 1 2 2 2 3 2 3 3 3 3 4 1 3 1 4 MAX.PSF 40.000 74 toP L 112 2 1 2 1 2 1 2 1 2 3 1 2 1 S,' 3 1 2 1 3 a T-4--F-3- 1,711 2 2 k2 t#2 �2 0 2 2 2 M2 2 3 t2 *at I'S 2 3 ,r74 2 kA 44.000 00 1 ?a JAMB BE Lymy --T 4, 2 9-1 2 3 2 1 3 a 77-1 0 1 a I MTC.RAIL 83 7Z 7948.000 s 2 2.=2 2 4 1 3 1 4 1 3 1 4 1 4-- (FLU.DP)r-7 No.60705 :�2 2L 3 2 1 3 -4-_E73 3 4 1 3 1 4 1 JAMS 0 0 IS as 6 n BELOWL2 I - 2 r_ 03,125 2 2 6 1 3 1 5 mTo.RAjL7 2# 2 *21 2 3 3 1 3 1 4 1 0 1 4 �34 1 07 — 2_ RMOR Tow F No cmNwe to SHW LM. vav-16ANCHORAGE SPACING!,CUSTOM !�on id. NO cmwE8 mo s"Iff VONMO.FW 41, Woos ALUM.SINGLE HUNG WIA_R-0,1%IMPACT AR, c Now"wemeaw P& IM ft*.Uf* " I*.* I Al ILL P.E. .;el-7jjl%W7 N0X0 MnU271 Vhfbry Mtftr Woo NT8 10 41111 Im"m4040620 I-E FL P.E.#58705 FA T RIO ERIC OOTES: ALL HEAD ANO SILL DETAI } WOOD ANCHOR ®L FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY 1«314"MIN.EDGE (SEE NOTE 2 8 3) APPROVED 114"ELCO TAPOONs OR 414"5014 CRETE-FLEX.MINIMUM DISTANCE FROM CONORETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314". (SEE NOTE 18 3) 29 WOOD BUCK 2,FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(05)OR (SEE NOTE 4) 1"MIN.EDGE 114"SS4 CRETE•FLEX, 3,38 KSi MIN. #12 TRIMFIT HEADS. CONCRETE*MAX,�` '' ''' ;4:; , !1318"MIN„114°TAPOON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PACE AS 1x ARE SUCKS WHOSE r.,.... ;�,'•" •. 7''; +� 4.314"M!N„114*GRETE•FL£X TOTAL THICKNESS IS LESS THAN i U2*, ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL ix INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE WOOD BUCK �' MiN I VW THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 4) � ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. * 8.FOR ATTACHMENT TO ALUMINUM;THE MATERIAL SHALL BE A MINIMUM STRENGTH OF / 1/4" 8653•TS AND A MINIMUM OF 113"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM MAX, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT DETAIL SHIM SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS,THE ANCHOR SHALL BE A#12 SHEET ----- A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE TYPICAL FLANGED HE D ANCHORAGE MAY BE USED.THE PECTIVE FLANGEDIGN PRESSURES FRAME COMPONENT MAYOR SUBSANCHORAGE TPACING FOR ITUTED FOR ANAPGONS INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN 11/4" MULLED APPLIOATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN -+j 1 Nell MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114"MAX,SHIM -�L.- t+-MfN• 114"MAX,SHIM 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. (+ 71314- � 7,MATERIALS,INCLUDING SUTNOTLIMITED TO STEEL SCREWS,THAT COMB INTO CONTAOT EDGE t*MINEDGEWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS,OF FSC CURRENT, CONCRETE ANCHOR, EDITION, FH BELOW MEETING12XWOODSUCK WOOD ANCHOR, RAIL,(SEE NOTE i 8 3) RA BELOW M TE 2 A RAIL,(SEE NOTE 2 8 3) 3.38 KSI MIN.CONCRETE OR 1.6 KSI MIN.CMU INTERIOR (AL DETAILS) tit BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE(SEE NOTE 4) & (SEE NOTE 4) DETAIL O DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2-t12*EMBEDMENT-,. i 618"MIN.EDGE SHIM 114* WOOD FRAME WOOD FRAME MAX. ..-. SHIM { oicamptyt rlthlo kil4u 1 BVIIIII IC0 .131"DIA.MIN. 818"MIN.EDGE �e0mto o�i llaaet r+�jQ2i " 2.1/2"EM EDMENT x 2 irO NAIL, 131 CIA MIN. AT CORNERS x 2lig"NAib AND b*O,Q, as o ut AT CORNERS WOOD PRAMS ANDS"002 /S"MI EDGE i!4* .131"DIA.MIN. MAX, x 2 M2'NAIL, 1► t! SHIM AT CORNERS ,����Off...... 41!!�li�i AND Go OC, -112'EMBEDMENT DETAIL F.(HEAD) AND E.(JAMB) DETAIL G (SILL) No,66705 TYPICAL INTEGRAL FIN ANCHORAGE ' tiM altE►a cotrrcrauolrNore,rtoveaEo7roNMase.4tt� o..�a." ~PtirlRY sANCHORAQEDETAILBWow , �: .LG Klalavin", 91011 N.vemcE.PL8d976 trt �' ••�` �' 0' ,ACORIOp ♦'�1ra suocrsa*totern�axesr vo. ' , ALUM.StNnLEHUNQWN �,� ,�.,""" _\X F.K ?!28107 N4xom FL&aaa Yhtbb argot, tuts ff a ii 40442x ' 60106