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Notice of Acceptance (2)
RECEIVED MIAM!-DADS " JAN 312020 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYIr R) 11805 SW 26 Street,Room 208 ou BOARD AND CODE ADMINISTRATIO _ T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade.County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. �j 0 The submitted documentation was reviewed by Jorge M.P asencia, REVIEWED FOR CODE COMPLIANCE NOA No. 17-0630.01 MfAMFDADE COUtVTY Expiration Date: May 26,2021 tl.fry ST. L CIS COUNT'Approval Date: November 09,2017 BOCC Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 511, Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 ' Approval Date: November 09,2017 E-1 J PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6t'' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i i j F 4' E 3S } J i Jorge M.Plasencia,P.E. } P duct Control Unit Supervisor NOA No.17-0630.01 E Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 s s SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL mN MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS FIGURE 1: ELEVATIONS....................„............. MU MULL TO ZX WOOD----.--2 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS.MULLIONS LL TO iX&MASONRY.--- 2 MULLIONS INSCRIBEDiNsIDE HAVE BEEN TESTED AS"FREE-FLOAIING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MU SEE DETAILS INSTALLATION NOTES---.-2 AiDftli` RECTA Y UtAR NOT HAVE A GAP OF MORE THAN 1/4*FROM THE CLIP. MULL TO MASONRY---,-,,-,3 Z SWIPE Cq SH -4 MULL TO STEEL STUD 3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TOMULL ...............-3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN,080.THE 1/3 STRESS INCREASE WAS NOT USED ALIERNATATE CLIPS __, 4 (1) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION.....7-7-:4 Z I X2X.126 MULL SPECS_6 w 0 w I X27.375 MULL SPECS.........6 . TIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS IS BEYOND THE OF I X2.75X,376 MULL SPECS_...._7 _j 4)PROPER SEALING OF ENM (1) INSTRUCTIONS. x 5 I X 215 X,65 MULL SPECS _8 . 2i to SEE DETAILS iIj I X 3126 X.500 MULL SPECS........9 !E z THRU 0; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MULL SPECS—__10 M LU C) cD III 2 C> z;- suoETAILS T AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X4X.37S-rMULLSPECS__...11 CD SHEETS 2-4 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEE I X 4 X.375 TUBE MULL SPECS 11 A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THF.LOWEST DESIGN SHEETS 2-4 2SX3188X Z PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 1 VERT. OPENING .25 X 3'25 X.100 MULL SPECS 13 UJ'3 < MUHEIGH' 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON TH 126 X 3.26 X.624 MULL SPECS__14 z 0 z x LL FOR E TABLE(S). 1.26 X 3.94 X.624 MULL SPECS._15 20 LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS-__..16 a1 = Z y .90 E ETAILF. MULL LL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 8 X.25 MULL$PECS.....----17 t?z �JfSHEET a BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26 X 2 11 X.126 MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 325 SAY MULL SPECS 19 Ci < 45-X 325 SAY MULL SPECS-_20 1- W Sr C REACTIONS. MULLION py &CLIP DIMENSIONS,....21-23 , l< 0 z 14 EXAMPLES 182_._....„....-._...._24 a .0 (0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;FLCO ULTRACONfAGGRE-GATOR NOD'S LOADING EXAMPLES.-........._.___z; a MCI 'PRODUCTSMAY Cl) BE Or ANY TYPE. 9)MULLIONS AND CUPS HAVE BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W MUSTBE w MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z (n CO PIIIGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.it BY PGTw < 0 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE KVHZ. IL 50) 0) ,/SEEDFTAILS !R 90 9 so ORLZONTAL A4)AA4, 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING y N rrx 9w x w MUMLL SHEETS 2-4 WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH PsRcOaDmUC,T R IEtVh ItSheED oridaHCRFZONTAL MULL B ildi g9one LENGTH INSTRUCTIONS: NOA-No. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSlFPI FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2021 t--HORM MULL LENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL Fri THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By LL OPENNGWIDTH-1 LENGTH - no Product Control LENGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR-rRLANGULARrrRAPEZOIDAL. MT 4)FIND THE CHOSEN MULUON'S MULLION CAPACITY(LBSIFM FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RES CTP YUSING If PE: /a H�pRI THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OFIE 4ING MULL HORV_ VE”. MUWO14 CAPACITY(LBS/F71)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS” HEIGHT LENGTH " 'f - -_I FOR THE OPENING OBTAINED IN MULL MUU- STEP 1). LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE L L L H/1 REPRESENTS THE W)NOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY- Ly SINGLE MULLION SINGLE MULLION FORVERTICAL T" 6)FROM THE ANCHOR CAPACITY(LOS)TABLE ON THE SAME SHEET AND USING YOUR ACTUALSUBSTRATE CONDITION(MULTIPLE OPENINGWIDTH ANCHOR/SUBSTRATE-(ANCHOR-CLIPPATrERNMAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FOR VE MULL CAPACITY G I-N Sj I CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE- 7)IF THE MULLION CAPACITY(LBL/M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT fLBSYFT1 FOR N0,58705 OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE *2017 FLORIDA BUILDING CODE(FBC),6TH EDITION iv :•ANSI1AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY FLORIDA BUILDING CODE(PEC).5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION (LBSfFT2)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SH)4LLAPPLY FOR THE ENTIRE MULLED FENESTRATION Pto : ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. AL AIST SIOO-12 40N vAISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, A.LN fk thl H E. FL P.E.4 58705 Q�N �a DETAIL A: DETAIL B: MULLION i $ MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X SUCKSTRIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE. gx OFFSET.CLIP SHOWN ATTACHMENT SEE SEE TABLES 18-13B } (STANDARD CLIP SHOWN} SYOTHERS• • 5EE NOTE 1. N I _ MULLION 1 SHEET I, U {� 03 Z ayN aSEE SHEETS LU LU ERFIB2 THE i IHOLD STANDARD O - FOR iiI I CONCRETE OR CMU'•421 1 •'I'•� I1I 21.2LOCATIONS DISTANCE OFFSET NUL(, o EDGE SEE SEE TABLES . INSTALLED HY 1 I DISTANCE {/ a 1 a PFOR MASONRY 18-/38 b° THIS METHOD, FOR WOW 4 ' 2 �, SCREWS L ANCHORS m Q o 260'MAX °°a ° SIDE VIEW M W • 4 ALL MULLIONS < 4, q F- ZQ IQ Ur • 4 . . 'A iz a EITHER7HE u ° STANDARD OR 'Z = C) m S "a OFFSETA"17LL ? �a 2U CLIP MAY HE � �'� s a EXTERIOR NSTALLED ev w f- 2O DISTANCE 4 z a �h Z r a ° FOR ° a z r r MASONRY 2 Z 0C „/`,� „� THE OFFSET CDP IS ANCHORS �, Z L! RECOMMENIIED FOR EXTERIOR a,l FiNfRAMEO a J y g�oa 4NNDOWS•BUT NAY .�"- ' ALSO HE USED FOR q ry U-I OTHER FRAME TYPES. ® ' a a Z O mOU sO TYP.ANCHOR TYP.ANCHOR �—jji� TYP.ANCHORPER SUBSTRATE, PER SUBSTRATE, �j PER SUBSTRATE. // SEE TABLES 1&1fiB SEE TABLES iB-136 SEE TABLES 18.168 / EDGElEND PRODUCT REVISED , / DISTANCE BUCKSTRtP as cam S t SEE 7A811=S P yy n9 with tho Florida T� 18.138 AND Building Co do EMBE>(MEStT BUCKSTRIF T •. •�•' ATTACHMENT NOA-No. "I7-0630.01 ANDEMBEDMENT',•: "i`• BYOTHERS. -•-", ATTACHMENT — SEENOTEI, FxplrationDate 05/26/2021 .•� •' SHEET 1.SYOIHERS, SEE NOTE I, _ 'i v •" _1 sheer 1. .. BY Miami-Da~ Pro uc Control ,-. _ •. MIN 27SfSICONCRETE OR CMU • SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: a 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 115t4111!/tI 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 `���,�,N......... N CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ti ��;- t,SCENSF'•.r�F i FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. Q�• '•• No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HOMEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. •:• 4• %S 7 1tr; 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED �i�� ••;°C OR 10;1.. I ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS, ........ -"1,7()NAL NCHORS. -"/,7NA)..t A.LYN# {khjjt E%R,P.E. FL P.E.#58705 i I DETAIL E: n 1 MULLION TO MULLION .125-MN. :c DETAILC: INTERSECTION NOTES: ® G MULLION DIRECTLY ATTACHED TO —MULLION Mt�LLIWi INTERSECTIONS. MAY BE INSTALLED IN'TEE'OR'CR0.SS" MASONRY STRUCTURE o (STANDARD CLIP SHOWN) IN0 vARIEs2)MAY BE INSTALLED HORIZONTALLY gz j (SHOWN)OR VERTICALLY. LO I _ EITHER THE I I PER SUN BSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 i � U STANDARD OR j I SEE TABLES IB-13a FOR CORRESPONDING MULLION. o to M rjj OFFSET MULL I I, TOP VIEW �' Z W CUP MAY BE I la� EDGE DISTANCE .—MULLION W 9 _ INSTALLED BY I� I a J THIS METHOD I ANCHORS VARIES-h-� W -•I ANCHORS I 912STEELSCREWS, N 7 d I I SELF-DRIWNG OR PRE-DRILL �L S tEXTERIOR �MUWON AND USE SMS O LUMUWON F- Z QEXTERIOR " d THEOFFSETCIID ISzEDOEDISTANCE RECOMMENDED FORzFOR MASONRYFIN-FRAMED LINTERSECTIONOANCHORS WINDOLVS,BUTMAY ♦- a°IZ ALSO BE USED FOR �� @OTHERFRAME TYPES. Q Z TYP.ANCHOR d - z z ¢ PERSUBSTRATE. d ~ Q O Z.N SEE TABLES I&1311 9FP SHEETS 21.73 FOR a � �$ x0 O TYP.SUBSTRATE, HOLE LOCATIONS Q y PER SUBSTRATE, � fn J O SUCKSTRIP SEETABLES 10-1311 FRONT VIEW EDGE X o W -� AND N Q Y Y DISTANCE ATTACHMENT SEE TABLES ® F BY OTFIERS, 18-139 - �� SEE NOTEI, � C9 Q Z O O i EMBEDMENT ,' •.. •....!7.^ 'n SHEET 1. _.':..i "_• EDGE EL €g�m� ~ SEETTAABCLES SIDE VIEW U O� MIN 2.7 KSI CONCRETE OR CMU IAN 2-7 KSI CONCRETE OR CMU 19-138 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as comp)ying with the Florida STEEL STUD Building Code (STANDARD CLIP SHOWN) NOA-No. 17"0630.01 STRUCTURE Expiration Date 05/2612021 INSTALLATION NOTES: TYP.ANCHOR By 1)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, ® _ MIa�-D a Protluet Control /111 SEE 1B•13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION '% " SEESHEETS (� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 211-23 FOR CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THEHOLE FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. a LoOATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HDOIEAD OR FLATHEAD. `` MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. I EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE .�`AO�Y LYNN ELCO ULTRACON OR ELC01/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN EETAB� �`\,�a •,1ry'/ ��: FRONT VIEW 111 GA AND COMPLIANT WITH THE PL BUILDING `�,.' 1,10EN$F'•,1���' CODE,ATX WOOD BACKER MUST USED. ATTACHMENT BYOTHERS. No.5a705 ~_ EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: - � 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD I :•t(// ANCHOR VALUES MAY BE USED. %�'n•'• ",cTATE F RI 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. '//�r/N�Jj j�q�j�,� `a�•E• 51705 i DETAIL F: DETAIL G: DETAIL H: u FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o SEE DETABS A-D, 30'OR 46• e= SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MUWON ( yS U O O Z N'�r v W . Ui O O O O TOP VIEWcn O O md LL UC> SIDE VIEW m TA m w SHOWN WITH I'x PXax6•. I TOP VIEW I i i F Z (9 MULLION I j I I TYP.ANCHOR ? Q PER SUBSTRATE,.EXTERIOR b1 i i BEETABLES1680R16BEr TYP.ANCHOR Iil�ZOSTAWARD MUWON CLIP I —PER SUBSTRATE, EXTERIOR ttp Z MODIFIED TO FIT FIELD SEETABLES IB-14B ® I I j Q r CONDITIONS: "I I 7X6-ANGLE CLIP, ~ Z Q m 1 I I i I I 2 PER MULLION END,MUST BE Q O z N r CD I INSTALLED INSIDE OF BAY MULL � W��o i MULLION I I I I I U) o ii I i Im W ¢ YoY I H 2•X6•X.126• FL to �� Ij I I ANGLE CLIP. U Z Q f I I 2 PER MULLION END, Q O O MUST REINSTALLED a$ Zmco I I I INSIDE OF MULL O I 1 PRODUCT REVISED ",.TYP.ANCHOR b as complying with the Florida PER SUBSTRATE Building Code SEE TABLES IB-138INTO WAD MOA-No. 17-0630.01 i (� MEL,ALUM Expiration Date 5/26/2021 STANDARD CLIP TO BE O ..' INTO W000,STEENRY L. EXTERIOR OR MASONRY EXTERIOR a By ALUM,CMU OR MASOMODIFIED INFIELD. w Mlaml-D ProductContro EXTERIOR �- O EDGfRp O770F ��� � IRE � I f'[ £ © ® INTO WOOD,STEEL I - ALUM.CMUORMASONRY -L EDGE OH ® '® DISTANCE Z I PER ANCHOR N 111! _& 9 W `\\ D[s7EDGE 4 NOTES FOR INSTALLATION OPTION G&H: �. `� apNV.LYNly� PERANCHOR O i)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION, o Q��, 7•tCENSF .���� NOTES FOR INSTALLATION OPTIONS R Z ' 2)DETAIL G:SEE TABLES 76-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE S _*'; No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11•X.126'MULLION. LOCATIONS. 2)SEE TABLES 16-136 FOR ANCHOR QUANTITIES AND SHEETS 27-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 756 OR 168 FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE N _��. ® r E F LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. %�S•'•F�ORiOP,.•''\C��� ENG��. o A.N41111M IP Ck,P.E. FL OZ.#58705 TABLE 1An Mullion Capacity Table a Opening Width(firverticalVspalrirg moons)or Opening Height(forholizordely-sparnIng mWions) 50m coin 701n SOh so In 100 in 120 In 1401. 1606 !� Reetanguor 7mp/01ene. Reamngular Sp .g. Rao-gular Traprimarg. Rada star ria Repro ular grT m 1X2X.125 nH LwdU42 taadug Lpnarr9 Loedne toad toadn TmDrt rg. M Trap7rriang. ReomngWer Tmpflliang. RaetanguFm Tmpfrdano, Ractangular T2p7man Rantengular TrapllYlnng. Ro"SS O nS 0 L-1A-9 Looping tpadng Loadlne Laadng use.0 Lpnoiin9 Looft.9 Laadng Lasing L... umu A7r r_ r r MuitirnlTU �2 e s aid g� a a� a �. ;I•. yy, a; a N (i_ t ` c7 Ito H o 8 91 Ma3 3 t4 c3 3 15 co 9 3 cR c3 c3 d 6 s a 3 6 01 S GHin 3 9 c3 i3 ' I�� a ll 9A �a a� W o LU 421n 111.9 408 129.5 332 93.2 408 11S.6 325 79,9 406 107.8 321 69,8 408 1044 319 621 A08 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.0 408 104.0 3119 330 408 104.0 319 J J CO 48112 7A9 312 938 2'_8 S24 312 73A 252 53.5 312 67.0 248 4010 312 632 246 41.6 312 61.3 244 37.6 312 61.0 244 312 312 61.0 244 MS 312 61.0 244 23.4 312 61.0 244 n: � w 50.8251, 63.9 261 706 234 53.2 281 61.5 226 45.6 281 55.7 224 39,9 201 52.1 222 3$5 281 60.1 US 31,9 281 49.3 219 26,6 281 49.3 219 22.6 281 49.3 210 20.0 281 49.3 219 1' m LU o P 641n 52.6 247 $7.5 207 43.9 247 49.8 2112 37.6 247 44.8 199 329 247 41.5 190 202 247 39,4 194 26.3 247 36.4 193 21.9 247 38.1 747 /8.$ 24T 38.7 783 16.4 24T 36.1 193 a p3 O t73 C 60 in 36.4 230 41.2 170 32,0 20D 35.4 166 27.4 200 31.5 163 24.0 200 269 160 21.3 200 27.1 159 192 2D0 239 157 16.0 200 25.0 158 (O L� H 331 181 35.3 155 27.6 181 30.3 152 237 181 26.9 149 20,7 151 24.5 146 10.4 181 22.8 144 16.6 187 21.7 143 Sc. 28.8 165 30.6 142 24.0 165 2&1 739 2018 i83 23.1 136 VIA SSS 21,0 134 3 Z C/) m Y 222 139 23.3 120 19,5 139 19.9. 118 15.9 139 17.5 116 W Wry#q#' �a 10.0 125 19,7 108 16.7 125 16,8 107 a J t471$ O cZ Q J T h il.} 776 f82 704 1,., 2 Q O1 GS)1 ADCho[Ca Ot Table bs ANCHOR CAPACITY ADJUSTMENT FORMULA: E- u�7#Z Sumlrate: 27k Comtel. 35k Cono. Hd-CMU FYIed CMu PT Woad (ANCHOR CAP. ` a' 4V 6 i C>oO Mam1 (DP)X 1 /=ANCHOR CAP- -w n 5r16'Ekp 114'S9 EA:o Stfe'em Iw 33 Eco 6110 sten. 0129md 012 Steel MULLION CAP.,,�,,,� e Ari4tta Typa' 9116'000 Nbacon iid•EIPa iBlracm 31IS'EkAUlt-on 114-Eko Uaacon [LI Anchor Cilp Patterns ulvabon A9omGasor uerapon Ap4mGalpr S- {GS)seraw(es) S-PSI USE THIS FORMULA TO OBTAIN THE*ANCHOR 0 w ('4 (meq E4 r mm-fm) P 2-vr 1• z-7rz• 3-tm" I 1- 2.112• 1• 2-W r 3710• 7 a46" O.W 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN tL X 4 Embedment(or. 1-34• -7-314' 1.314' 1,V4• 7 1-VC 1.114' 1-114' 1.114- 1-114' 7-7Ic z• tars• 7.316• terVs ACTUAL PRESSURE REQUIREMENT FOR THE O 4 2 Amtb 04.75 MIn.0.0,1 SmMMO or 09.0 alp(Flg.1): 390 lbs 390 ka 4500. 690 ma 104460 270 Ds 260Iba 3511a 7401m 34Im 664lba 946lba 39100 4421m 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION � a�>- z 112 (/) 4 Anctwrs®1.75 ttln,0.4/5mridarrt(or 08080 Cllp(FR•2), 480 ma 700601 NIA WA WA NIA 380lba WA NIA WA WA WA 6821101 8851➢. 1720 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 0. 2.1 u �a m� 4Arntnm®3"Mm O.C./R)WAngla C5ps/(Fi9.3k 78D ma 700012 Sao r. 1560 es moss. %o:ba 5601m WA 760 lbs 7481ba 880 ma 78921m 682 U. 8351m 1120 m5 MULLION.IT WILL YIELD A MINIMUM ANCHOR Up 2 Mpnom tpj 0,45 W.O.C.I tKllp,mto.125•Alum,(Fig.4k WA WA WA WA WA WA WA WA NTA WA WA WA WA NIA TIN!-- CAPACITY WHICH MAY BE USED TO QUALIFY o a� 1Andwl F-1p n.5p lss ms 195601 220'010 4451ba 'e22ma 135 ma 1401m mlm 3701 exi io71m 332Im 4T3 ma tta lm z211ba zeDlm ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Ancbon:01.YW' OC1 FCaa¢ip.Of 24065 3506. WA WA WA WA 79065 WA N1A NTA WA WA 341 ms 442ms 580 im ANCHORCAPACITYTABLE. as complying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Building Code NOA-Na. 17-0630.01 Expiration Date 05/2612021 Z-'- BY / on ... FIGURE 1: FIGURE 2: TABLE NOTES: Mhurd D� Product Cro 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -.� 1.000' �-•- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: I 3)MULLION AND MULLION CLIPS SHOWN ARE 1.07 TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;¢ ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, g,ppp" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, i ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED .125' `ti� p�Y LYNIV '�i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTh9 G FIGURE 4: FIGURES: FIGURE B: gO.WOOD SHALL BE PRESSURE-TREATED `�'ia�•.•' LICENSE••!!� �i YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OFA25" ® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X2'X.125'MULUON L-L NLEAST.1217 THICK AND A36,ALL ANCHORS INTO o.56705 THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL-1"S S.OR LEAST S.S. %THREADS BEYOND _ •; 7�- ° 6 -;.z STATE F �:(U: NAL. i A, WHIM rc,P.E. FL P.E.#58705 i TABLE 2A ® MotGon Capacity Table bsAtz 2K��� a Opening Width rbrwrticslly^spanratg m1fions)orOpening Height(for hodwnfaly-6Panni g mutons) t 50)n 0?In loin 60 In 901n 1DO in 1201. tb01n 180 b eR RectmgWar Trap71imv. RWarG.I. Trap'Tdang. Re4t0ngWer TaptTnang. ReAargalar MiWdan9. Rectangular Traplydang: Re4laig b, Tmprrdarg. Rectangsar Tmprtnarg. ReolergWar TroprrnaN. Reetxlgu4tr Dapm na 1 x2 x.376 Lo�HH Laad4v Laadbg L..S g Loadbg f oadrg Loadim L.-ft Loadrd Laadlg Lmma Leading Lnadbg Loadi.H Loaffng lmdtnH Loa4lrg 4oada m td Alum.TubeT11Al ,' �.. a n„ s., r r r ILI a r r r r �• r r F �• a r g WE Maitl2n � $ � 3aa 8� a8G d '41�• rs �� N s x n g H H H I i zQ 1 2 u2 1 n I i! z y� 4210 170.9 1 We 170.0 435 151.31 S62 117aD 478 129.7 682 17a0 SW 113.61 662 f. 2- L74 1009 662 168.9 517 908 682 5885 517 747 662 1688 517 849 862 168.8 ST7 56.7 682 188.9 $Y7 W O 2 N J 48 to 121.6 507 136.0 418 101.9 607 118.2 4105.9 507 1087 403 76.0 507 67,6 507 89.6 997 828 507 89.0 396 60.7 507 89.0 396 43.4 507 B9.0 S. 380 507 89.0 396 J W' 6a.6751n 103.7 455 114.8 379 W.4 458 09.9 3714.1 456 90.5 364 64.8 456 57.6 456 '81.3 357 51.8 458 840 356 432 456 900 366 37.0 ass 80.0 856 324 A56 80.0 5410 85.4 qOp 933 336 71.2 40D 829 3281.a 4W 72.7 322 53.4 400 47.5 400 64.0 315 427 400 67.3 314 356 400 61.8 313 325 40D 61.8 313 26.7 409 81.8 313 WIx o o F^ 60TH -023T324 66,9 278 51.8 329 57.5 27045 324 61.2 264 36.8 374 34,6 324 A3.8 1--r-11 324 420 255 200 All3 222 324 40.5 253 19.5 324 40.6 253Z;5 LU F rD C 63 In 63.8 2.94 87.4 252 448 294 492 2468.4 294 436 241 338 294 2110 284 37.1 234 289 294 352 232 224 D 19.2 294 339 232 46.8 29d 33.4 230 Fz 8810 d48 268 49.8 23D 39.0 288 424 2753d 266 37.5 221 29.2 1b1i 28.b 288 31.6 215 23.4 2688 29.8 2t2 19.5 0 187260 27.7 209 14.6 28872 in 360 225 37.9 196 30.0 225 32.2 191 '26.7 225 28.4 168 22b 225 258 106 29.0 2.c5 235 182 taa ?l5 221 18015.0 i29 225 19.8 iTti ti.3 276 W W �Q761030.8 292 �3Z0 177 255 202 2Z2 773 21.8 202 23.8 179 19.2 202 21.8 167 47.0 202 10.7 165 15.3 202 18.4 169 128 3 10.9 2D2 ma 156 9.6 202 15.8 i56 ¢yam78 in 26.3 192 29.6 169 23.8 182 15.1 165 20.2 tet 200 162 17.7 192 167 159 15.7 192 18.1 167 14.2 192 15.11 155 118 2 10.1 192 144 150 6.9 102 142 16D Q J h Jr 9010 18.5 144 t9.a 128 i8a 144 18.1 126 z = 8010 182 127 16.6 113 F , Cal 50 to TABLE TB CAPACITY ADJU5TMENT FORMULA: r. 1- ANCHORo' Anchor Ca ae Table s ' ANCHOR CAP.- 6ubmw 271 C-Mte 3.5k CM. Hdbw CMU Filled CNN PT Wool Metal (DP)X t }=ANCHOR CAP.,m w 'r Y X u1e•El- MULLION CAP,::. O w VJ A1:WTyle: 311 E..tnumn 1J4'(T4o t9r-m 3Ji6'Ekq t)krm:an 1t4'Etw N6anrn V4"86 Elco 5n6'Eko 114.39 e.. 610 Stcel Yt2 Sled 012SMa1 Anchor Clip Patterns t171rawn AggmG9fer' Ulto- A9aeGaror So-(GS)54rev-5) 5-(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR o (J x '¢ Edge Distance Qnj 1" 2.12" ,1' 2-I!Y 3116' 1', 2-12' t" 2-10 Y 3-1)8' 2' 0.48' 0.54' 0.329' CAPACITY REQUIRED'CORRESPONDING TOAN a � z (,/) fU? Em 62k tarp' 1-3+4' i3'4' 137+^ Y 1•t/s 1414^ tela tu4' t-114' U}t4• Y tare' t-318` reties ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anet .G?4.75'Min,O.C.!fitandaM m Olteel tlIR lF9.1) 390 be 350Itra 450 los 890 ros 1644 9m 2M Ib. 26014 35410. 74016, 374 1b. 68416, 946Ibs 341 Lbs 44214 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION O m . 4Ann!mr64$1.15 Min O.0 JSfandard{.o8seq CIO(F�.2j 46016, 70019. WA WA WA WA 300 Ib. NIA N!A WA WA WA W214 88574 1120 CAPACITY(FROM THE TABLE)OF THE SELECTED O ��' 4 Am mm N r Mh O.C•1(2)as Anglo Alps!(Fig.3k 7W lbs 780 It* 680 ros tss0lbs fe9e m, 54016. Shp 1b4 NIA 760 is 744 ms fiW e. test Ik 6B2 ros es5 ms 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 An4hms 0.45'MYi O.0 iL-WX tdo.125'Akm1.(Fla.4): WA WA WA WA WA WA WA NIA NIA NIA NA NIA WA WA 715 m, CAPACITY WHICH MAY BE USED TO QUALIFY a5 complying wkh the Florida 1 A1s6atl F421p(Ftp.5J: 195 I6s 19314 225 bs 44519. 822119 135 Dc 10016, 17i Iba 370 ros 1eT I6s 9321 973 ptp y70 ros 221 las We Its ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2AnokotsQ t.15'Min.O.C.1 F421R{F1p.8}: 2400, 35p` 164 WA WA NIA WA 100!4 WA NM WA Np Wq 347 f6s 44219, 56016, ANCHOR CAPACITY TABLE- NOA-No' 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/26/2021 BY act 'ontro FIGURE 1: FIGURE2 TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -*•j 1 A00' (- - - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS ISALLOWABLE. FIGURE 3:. _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 1111 11 111 J7 J CI ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000" N FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.. ��aQN•,...,,N/�f �i�` 'til SF' ANGLE CLIP MUST BE USED IN PAIRS. `��'- CEN •`��:� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' FIGURE4; FIGURE 5: FIGURE6; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED =..: No•58705 *^ YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6063-T5 AND DE A MINIMUM OF.125" bTHICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT t'X 2•X.3751 MULLION •� f J HL �_ � ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND w` @� ULL THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEFJ,18.6 S.S.OR 410 S.S. O SF TATE - �,,fa>vai. J 11,)11 11\N A LYNN MILLER,P.E. FL P.E.#58705 I TABLE 3A x � Mullion Capacity Table(lbsffts) Opening Width(for vertically-spanning indions)or Opening Height(tor horizontaly-spamh7g mullior15) g� 1 56N 60 in 70 In 801n 901n 1(Din 1201n 1401. 160 in x!c_Wi p [.375 275 X RI,Wg+lar Treplhiag. Rectangular T3ap7TnanD. Rectangular Tmp'7darg. Iioctano. Tiaprre-11 Ree 0.1. TmpRden9• RectengWar TmprTdang. RectangWar 4ap' .9, IL-cImplar Te, ena. Rectangular 7rep71Man9. Loading Lcadug Loading Iam3.9 Laadng Loading Loading Loading LaEdrg Loading Loading Loading lnadsg Loadug Loading Loading loading Loading Sx`• Alum. • 'r° ., r .. urp ^ubo a v a s.-ullion R 01 fl� K �. >30 � 3 8 8� @ G >3 �. a2. RL @ a a s �o �� � 3 des h s13 6gy� gy � gr as ' rc ` � ` $ � ` 3 O 42 In 170.0 620 170.0 435 170.0 744 110.0 478 170.0 868 17aO 508 170.0 692 170.0 519 1710 1116 1700 621 170.0 1240 170,0 621 1487 1101 170.0 521 127.5 1301 170.0 621 111.5 1301 170.0 521 W J U) (n C J 48 in 170,0 708 17D.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 977 138.8 1139 170.0 HO 113.9 1139 170.9 520 97.6 1139 170.0 880 65.4 1139 170.0 6110 U) 50,625 In 170.0 747 1 170.0 563 170.0 898 170.0 63t 1679 1032 170.0 S94 146.8 1032 17D.0 723 130.5 1032 170.0 747 117,4 10:12 170.0 756 97.9 1032 170.0 759 03.8 1072 170.0 756 73.4 10]2 170.0 786 Lr rZ 64N 170.0 797 170.0 B12 161.3 907 170.0 691 1382 907 16,1.7 730 120.9 907 1626 720 107.5 901 145.0 716 96.8 907 141A 710 80.6 9D7 140.0 709 68.1 907 140,0 709 60.6 907 140.0 709 K co Cl)Oco 60 In. 141.1 735 151.5 625 117.6 735 00.3 811 100.8 735 116.0 699 882 735 1082 591 784 735 99.5 683 70.5 735 95.1 578 58.8 735 81.9 574 50A 735 91.8 574 44.1 735 819 574 � � � 0 r, 631n 121,9 666 110.0 570 101.6 683 1115 557 87.0 668 98.9 547 762 ON 80.1 538 67.7 686 83.9 531 90.9 656 79.8' 526 50.8 666 75.13 521 43.5 666 78.6 521 38.1 666 75.8 521 2 U Q TB 66 In IWO 607 1124 522 68.3 607 96.1 511 75.7 607 95.0 501 W2 60T 77.1 493 55.9 607 71,5 486 53,0 607 67.9 481 442 607 83A 476 37.9 607 627 474 33.1 607 627 474 z Z LU j 72 N 818 510 85.8 443 88,0 510 730 434 SSS 510 61.3 428 51.0 510 S7.B 418 45.4 510 533 413 ID9 510 90.0 408 34.0 510 45.9 402 292 510 44.4 399 25.5 610 44.3 399 W U); U z a J @ V 76 in 69.4 458 726 400 57.0 458 61.7 392 49,6 458 54.1 385 43,4 450 4Sfi 378 38.6 495 44.6 373 34.7 458 41.6 369 289 450 37.7 362 ZA.6 458 36.0 359 21.7 458 35.7 358 N J J m 78N 64.2 435 67.0 381• 53.6 435 56.8 373 46.8 435 49.8 366 40.1 435 40.7 3617 35.7 431 40,9 355 32,1 435 381 351 28.8 415 31.4 344 229 435 326' 341 211 435 322 340 Q = r BON 41.+11143.1 290 74.8 327 384 265 29.9 327 31.8 280 26.1 327 2S3 275 232 327 25.7 271 20,8 127 27.7 266 17.4 327 21.8 262 14.9 327 19.3 258 2 Q W) Z N 80In 34. 35A 257 28.7 287 289 252 24.0 287 210 249 21.5 2117 23.1 244 10.1 287 20.9 240 17.2 287 19.] 237 14.4 217 a x �OO 108 N 242 227 24.7 209 202 227 20.5 201 17.3 227 18.0 198 15.1 2R 16.0 195 n U) 1111. 223 215 227 194 18.6 215 19.1 181 15.8 215 18.6 188 o W to (r Y Y 120 in 178 184 17.9 167 tE U x ¢ ?> TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA; d � Z m co Cn Anchor Capacity Table Ibs ANCHOR CAP.,",,,,a,,, a �.¢ O S.Wrats: 2.7k Cenarele 3.5k Cana. Hollow CMU Filled CMU PT wood Metal (D-)X( )=ANCHOR CAP.,,,, O m €IY m� MULLION CAP.,q,,,.m, v o-1¢� 61111Eka 114"99 EIcO SM6'Eloo 7/d•SS Elco 810 SteN tli2 Steel 6125ted d Anchor Clip Patterns Anchor Type: 3116'Eko wlracon tl4'Eko l9tmcm 31111 Eloo Ulbn4on 114'Eka Uttraoon m UlBacon A90mColor wtrxon ApOreGemrsaraW(as7sare..COS) screx(051 USE THISFORMULATOOBTAINTHE"ANCHOR pRODUCTREVISEb Edge Distance(ND 1' 012' I 1• 1 2-12' 3.118• 1• 2.12' t• 2412• 7 3-518' 7 -0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as comply ng with the Florida Embcdnenl(Nk 1016• 1aN' talo• 1314` 7 1.1la' 1-114' 1-114' 1-1W 1.114' 1-114" 7 tare• tale" wfta ACTUAL PRESSURE REQUIREMENT FOR THE Building Codc 2 Ancham®4.75•MhO.C./Sten dad or Odeat❑Ip(Fill.1): 3901 3901s 450105 890IDc 1844 be 270 ft 280 Les 354 lbs 740 lbs 374 lb. 664 be 94615e 341!be d112 560 b3 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-Ho. 17-0630.01 4Anchom Q 1.15'Min.O.C./Standard(arOmMi Clip Fin.2): 490165 700 bs WA WA WA WA 380bs WA WA WA WA WA 682Ibs neo Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aech-03'Mi.0-C-1(2)2c5 Anal.Clips 7(Fig.3} 7809. 7900. 680105 15601bs 1696 bs 540355 E60Ibs WA 7601bs 748 bs OW[be 18921.8 662[be 112000 MULLION.IT WILL YIELD A MINIMUM ANCHOR ExPirOtlon Datc 05126/2021 2Archam@0.45•Min.O.C.1UL0p.M..125'Aban.(Fp.4I, WA WA N!A WA WA WA WA WA WA WA WA WA WA 7lti ms CAPACITYWHICH MAYBE USEDTO QUALIFY By I Awhcr 1 RCUp(Fig.5): 195815 195 bs 225 lb. 446 ms 822 lea 135IM 1401bs 1771bs 370 lie, 187108 332lhs 473 bs 170105 leo ms ADDITIONAL ANCHOR OPTIONS FROM THE Miami-0a rotluct Control 2Anohas®1.15'MIrL D.CI F121p(Fig.6): 240®s 15091. WA WA WA WA 1BO Iba WA WA WA NIA WA 341 Ibs 558 be ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: -1 1.000' ® 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. 111311717 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYN/y 77�i FIGURE 3: a�• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" Q��'• LICENSE '�(�� ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �. ND.58705 •� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CIDP MUST BE USED IN PAIRS. *_ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED b CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •375' 1 -•,�A5FIGURE 4: FIGURES: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125' .n ® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �S7 '•...14 ORtDP.-•'• LEAST HE MATERIAL!#DH ANCHORS CINTOO WOOD MAY BE STEEL,,B-8E&.S.OR D AT LEAST S3S CREW THREADS BEYOND 7"X 2.75"X.375"MULLION �'�,,5/CWAL A.'NN fv)IER,P.E. FL P.E.#58705 TABLE 4A o Mullion Capacity Table IbsRti r � Opening Width(farhenica9y-sparAll mtilicn9)or Opening Hai ght(forhorLvrds*sparrdrg mtAitxts) k.+ 50 in 601. 70 in 807. so in IoD In 1201. 14D in i6D(n gt,T k st.7 o 1 X 2.76X Rectangular Tmp'Tdan9- Rectenguler. 7mPRttarlg. Redangdar Tmpf7Halg, Rcctm�dat TmV77dan0, Rectan9utar TraMlung. ReclangWar T-Prif.anH. Rectangular TanRdang, Ractang0lar Tmp/idan9, fteclangdm TrmlTrian9. 7= Loading Loafing LosdnH Loading LoadnH Loadlg Lowing Loading Loafing Loading Leading wing Loading Leading Loading Loads@ Loading Loadng ez- .650 Alum. Tubb a a m a J17 g z' s .. nMunion 13$ +. �� -� Ba �'� e4 a �. a a „a g04ee s'o �a ' "aFEZa� S42in 170.0 620 170.0 435 '170.0 744 47B 170A 888 i70.D S08 170.0 892 l70.0 St8 L7A0 1116 178Q S21 170.0 1240 170,1) 521 1700 1486 470.0 521 IMM 1620 170.0 527 138.8 1820 1700 52149 in 170.0 708 170.D 624 170.0 051) 564 170.0 892 170.0 63D 170.0 1133 170.0 681 17U 7275 170.0 677 1700 1417 170.0 Me 141.7 1417 170.0 680 121.5 1417 170,1) 690 tos.3 1417 170.0 660 � 5 (1) 50.6251. 170.0 747 1409 6Gi 110.0 899 631 170.0 1046 170,0 684 170.0 1165 170.0 723 162.8 7288 170.0 747 146.3 1288 170.0 756 721.8 1288 17o.p 7S8 1pd,5 1288 770.0 758 91.4 i266 170.0 iSe y 2 �o54 tr LU iTQ.O 747 170.0 672 f70A 858 fi91 170.0 1176 110.0 754 150.7 1130 170.0 803 1339 1130 VILE 837 12D.8 1130 170.0 656 t00.S 1130 17" 1 a i 7130 170.0 881 753 lila Voo 861 m m601n 170.0 UMS 17D.0 7D1 1465 016 761 1255 015 140.5 746 109.0 91S 1323 735 878 915 123.9 728 679 015 1185 720 73.2 916 174.4 715 E2.8 915 114.4 715 S4.8 016 114.4 715 f (Wt,�63In 161.8 830 161.9 710 126.5 930 694 108.5 Bag 1232 681 94.9 830 1122 670 84,4 830 104.8 662 75.0 83o 6g.4 856 63.3 630 843 649 S4.2 830 04,1 649 47,4 830 94.1 848 2 z n t � U a068br 1321 157 1403 650 110,0 757 35' 043 757 105.9 624 al 757 88.1 614 73,4 767 69.1 Bos 85,0 767 842 ago 55.0 757 79.0 503 472 757 782 541 4f.3 751 782 587 2 ZUJ721. 101.7 639 108.8 S52 84.8 836 540 72.7 636 80.1530 b�.8 636 72.2 521 68S 036 685 514 50,9 838 823 508 42.4 638 572 500 36.3 638- 55.3 497 31.6 636 552 4g7 LU Ua 1Z7@In 86.i 671 00,4 496 72,1 571 eb 8f. 571 67.4 479 54.1 57t 80.0 471 48.0 577 55.5 464 43.2 571 51.8 459 380 671 47.0' 451 30.9 57i 44,8 447 27.0 571 44.5 446 eF'j ¢ ah 781. 00.0 $42 83.4 474 116.7 542 10.6 485 571 542 62.1 458 69,0 $42 55.7 44B 44.4 'v42 51.0 M2 40A 542 47.5 437 333 542 42.0 420 28.6 542 40.6 425 25.0 542 40.1 423 z E- Z O N OO In 62.7 407 53.7 387 43.4 407 45.4 355 372 407 38.8 348 325 4DT $5.3 343 289 407 32.1 338 26.0 407 28.8 334 21.7 407 26.1 3V 18.0 407 24.1 322 70.3 407 23.0 319 F Q an z r 96 In 42.8 358 4d.i 320 35.8 358 372 314 30.7 Ma 32.4 300 26.8 358 288 3% 23.8 431MIM11300 21.5 356 24.Q 296 779 358 21.0 289 153 356 102 284 n N O OC3108n3DA 287 30.8 255 25.1 283 269 251 21.5 283 22.5 247 18.8 243 19,9 244 76.7 240 161 283 16.5 237W111 In 27A 267 28,3 242 23.1 287 23a 238 19.6 267 20.6 rJ5 17,3 287 18.3 231 15,4 228 Q (>! N In 229 229 22.3 20.9 18.3 ?� 188 205 4fr.7 729 16.2 202 �. Q x 001 TABLE 4B Anchor Ca aci Table hs ANCHOR CAPACITY ADJUSTMENT FORMULA >-Q. IL Z $u6sbsle: 2.7kConcmta 3.5&Cane. HoSaxGMU rn ANCHOR CAP.,,^,,,,,,, _ o ..-' "FlndCMU PTwooa Mew (DP,)X l ANCHORCAP.,me'57ie' o tisS6 ECo WIT Etc. V4'S3 Deo MOSteef #12Sicai 5128od MULLON .n,,,,,,u1 AmW TYK '3110'Eko Ultmocn V4'Elba Umecbn 3176'Elca Ultmcon 114'Eka UlOaoon Anchor CUp Patterns Ultrocan AV;.Gator UIVa"on Agg.Gatar Sm.tG5)Gomm(G5) ac-(t35) USE THIS FORM ULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge Mtatee Mk F 211• I- I 2-77r 3-Ira• i' 2ttz' s' 2-I1• 2* 344 2' 0.45• 0.64' 0.324' CAPACITY REQUIRED,CORRESPONDING TO AN as eompl Ing with the Florida Emhedmont M 7-Y4• 7-314` 1.314• 1314' 2 1-t/a• tdrq• tars• 1-t/4• 1.1A^ 1-11, r 1.3/6' t-9/a• 'aiui ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2Archom 04.75'Min.O.C.1 St aid orLYfso QiFO�-ik 39D IDs sop ms 4501bs Sso os tsaa ma 2701to 260IDs 35a t6a 740 ms 37a 0>s w41Ds s40rta 341 fhs 442 Re 56D 2,� OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 AnchomC1.16'MIs.O.C.l 8ondmd(mOlbtt)Clip ft 2X 480 9 70o Es WA WA WA WA 36016s WA WA WA WA WA 682 too 8Bs tt2oms CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration bate 05/26/2021 4 Anchon�3`Min.O.C.112)245At,e C9psl Fig.3T Tm Lbs MR. 68D ma 1560 ms 1896 mn 640 ms 650 ms WA 760ms 748 lbs 8801m ta82lbs 68216s m 112D Im MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchem N 0.45'MIs.O.C.!U.Mp,ints.125'Al-,(FIG.4X1 WA NIA WA WA WA NIA WA WA WA WA _ WA NIA WA 7161bs OAPACI it WHICH MAY BE USED TO QUALIFY BY 1Ancb"IF-CBp(FI8.5): 1951bs I95lbs 225 ms 445 hs 8221bs 135 ms 14016a 177 ms 3701hs 187IW 3321Ds 4731bs 170164 2271bs 2806u ADDITIONALANCHOR OPTIONS FROM THE Miam Da roduct Control 2..-Q 1.15'hth O.CJ F-Oip ft.eh 240 me 350 its WA NIA WA WA Mill; WA WA WA WA WA 341 me 442 ibs 660 tDv AN OAPACITYTABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: F-9 ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. � 101 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, }� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDICR OPENING WIDTHS 15 ALLOWABLE. If t 117 1!1 r r tt FIGURE 3: \� �aQ•.-,....,Nq��, , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 22-23. 2,750^ ` may, :'11C£A7gF•.,(� ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. Q. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.50705 •� tr ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED Lt.�. FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �T'-, ATE O •t jt�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.650*MULLION •'�CCs'•F�ORIDP,. U_LLrJ THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I8-8&S.OR 410 S.S. //�rTSfC}NAL L�N���. 1 A.LYt�INIMILER,P.E. FL P.E.#58705 TABLE 5A Mullion Capacity Table bsKe) o n g n Opening Width(forvenicaffy-Sparrmg m7Eiols)or0pening Haight(forhori2ord86ysparrdrg md1iors) � 501n 60 In TO in 8o in 801. 100 in 120 In 140 in 1601. p Redenguw Trap mar9. Rwtangula Trap'Tdang Redm9ula TrapTla g Rect ngda T-P/rd.m. Reclang.W Trap/Tdan9, Red.UWar TmprTdaltg. R.CWoa Tr�/Tdang. Pedangula Treprrdarg. R•-ctar�gA Trep/Tneng. y 1"x3.125"x Loading LOadng Lwdng Loadng Loading Lcadng Loadn9 Loadn9 Loadugl Losdrry Loacing Loadng Loadop Loading L-Ung Lwdng Loedrg Loadnq of v .600"Plum �. r r a r r r _ p r r a p r r r r r .,• a p r r r r r a r r ; Tube 04 v v u o Ov a o O O o Ov o u a u o O m v Ov O u v o v v o a a S O o .- >s� r `@ s� o 5 r= S eg o fi �u Z in cn W 2� i� ILL' ' � 2A -is � O W 4261 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 506 170.0 904 170,a 519 170.0 1116 170.0 521 170.0 124D 170.0 521 170.0 1488 170.0 521 170,0 1735 170.0 521 154,4 1802 170.0 521 J 481n 170.0 703 170.0 524 170.0 85D 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 551 170.0 1275 170.0 6TT 170.0 1417 170.0 660 157.7 1517 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 080 -i-0.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 110.0 1785 170.0 723 170.0 1345 170.0 747 1140 1494 170.0 758 141.7 1495 170.0 758 121.5 1495 770.0 758 108.3 1485 170.0 756 w Q o. m: 541n 170.0 797 170,0 612 170.0 058 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 76$1 1401 1740 637 149,9 140) 1700 856 724.6 1401 170.0 881 108.6 1401 170.0 881 93.4 7401 170.0 861 R ? 4,�j W 801n 170.0 88S 170.0 701 170.0 1063 170,0 797 158.5 1158 170.0 878 138.7 1156 187.0 928 123.3 1150 150.5 917 111.D 1158 149,7 010 92.5 11W 144.5 903 79.3 1156 144.5 003 69A 1158 144.5 903 l- CD Z 63 h 170.0 930 170.0 745 159.9 1049 170.0 850 137.0 1049 155.5 880 119.8 1049 141.7 846 106.5 1049 1320 830 95.9 1049 125.9 528 79.9 1049 119.3 PH 68.5 1049 116.9 819 59.9 1049 118.9 819 U (A Q m Be in 168.8 955 170.0 789 139.0 '055 151.3 804 119.1 855 1]3.7 788 1042 855 727.0 775 82.8 955 1123 765 83,4 855 108.4 757 60.5 055 99.8 749 69.6 955 85.7 748 521 855 88.7 718 N Z ILLI m V j 72 In 12$6 BN 134.9 697 167.0 803 114.9 692 91.8 803 101.1 670 60.3 803 912 6S9 71.4 803 '83-9 649 64.2 803 78.6 642 535 a03 722 032 459 803 00"9,8 '628 40.1 803 69.7 627 �W� Z) (J) 0 S 76 h 109.2 721 114.1 629 91.0 721 07.0 818 78.0 721 85:1 605 68.3 721 76.5 5055 60.7 721 70.1 SBB 54.6 721 e$4 57a 45.6 72I 69.4 589 39.0 721 56.6 SU 34.1 721 $6.1 683 r~n Q j n 781n 101.0 684 109.4 598 &.2 661 89.4 587 722 684 78.4 378 63.1 684 70.4 167 58.1. 684 64.4 558 50,5 884 59.9 551 421 884 54.1 547 38.1 684 51.3 536 31.8 884 50.9 534 z Z 90 6m 85 a 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 345 514 40.5 427 32.8 514 37.3 421 27A 514 33.0 412 23.5 514 3DA 408 29.8 514 29.0 403 fa- u Z N aD 06 in 542 452 55.7 404 452 452 47.0 396 38.7 452 40.9 390 33.9 452 38A 384 3D.1 452 32.9 378 27.1 452 30.3 373 223 452 26.8 385 19A 452 24.2 359 183 4S2 22.8 355 a N x-d C>�O 108 In 36.1 357 30.9 322 37,7 357 32.7 317 272 357 ,26A 312 23.8 357 25.2 308 21,1 357 22,7 303 19.0 357 20.8 289 159 357 18.0 293 138 357 10.2 287 11.9 357 15.0 283 c W N H 0 111 h 35.1 338 35.8 306 2$2 338 341 301 25.0 338 20.1 288 21.9 338 23.1 202 19.5 330 20.9 268 77.5 338 10.0 284 14,6 336 16.5 278 125 338 14.8 273 11.0 338 13.8 289 ® M y 1- F 12D 27.7 2899 202 283 23.1 289 237 259 193 289 10.5 758 77.3 289 1$1 252 15.4 289 16.3 219 13.0 299 14.9 246 1 11.6 269 12.8 240 0.9 289 11.4 238 $7 289 10.4 232 2 () x Q 3 TABLE SB ANCHOR CAPACITY AWUSTMENT FORMULA: >- �� Z r7g MchorCa aci Table Obs •' A ANCHOR CAP.,,,,,,,,, O SUO air 27K COrerae 3.SK C.C. Hptov a4g FWa0 CL1U PT WOw n1�al (DP")X( )=ANCHORCAP... O SIG Elco If"Emo 916'EIcO 1W S8 Elco SIOSI #12 SIMI 012 Stcd MULLION CAP.,,,,,,., Anchor ClIp Patterns aruha lYpG 'JIG Elco UBrdm 1/4^Eke gtlarOn 3itG Elco U3re0m 714-Ek9unmrOn ( ) (5) 1775) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Ultr4eon ABgOGaor Ullr4em A reGdm Screw C5 Screw G Scrav E0¢D,tarce 9nY 1" 2-1/2 1• 2-112 3-tor 1° 2-t2' 1• 2-1/z 2' 3116° z .0.48' 0.57^ 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Er00ednerd n. 13/4° 134• 13/4• 134' 2' tN4- 1-V4' 15114" t-1/$ 1-114' t-tr4• z 1.38'• -Nwda ACTUAL PRESSURE REQUIREMENT FOR THE Duilding Code OA-No. 17.0630.01 2Ancna,194.75'08rto.c.Istarbadao�atCOp9Tg1Y �Lts 3000) 4500), 890 ms 1644 Pas 270 ms 200 U. 3Mtb0) 740141 374 m, 684 103 94905 341 ms 44210) 56ob OPENING,WHEN IT IS LOWER THAN THE MULLION N A arcnas 601915•Mtn o.a/staimra(r oi6el)aip(Flg 2Y bee ms 70)os N/AITANIA NIA 380 ms wa WA N/A NIA WA 6821bs aes lm 1 Etat me CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Artrors®3'MIn.O.C./(2j acs An31eCIIpsI(Rg 3Y 750 ms 7809s MlbI 15M ibs. IMMS 540ms SO ft NIA 760 1I 748104 WOO. 1892 It. =Ib. 865 iM 1179 On MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AmW -'.'Z Mm.O.C./UCBp,h1n.12Y AWrn R7g dY N!A WA WA WA NW NIA WA N/A WA NIA WA NIA WA WA 1073 lbs CAPACITY WHICH MAY BE USED TO QUALIFY DY 1 Amror/F44 IRS 5Y 195 ms 10510, 225 Ins 445 1W 822Ib, 13506 140 its i171bs 37016, 167 ms 332106 479 B; 170M 221 ms 280 IDs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da a Prot uct Control 2 Ancmn®1.16'59n,O,CJ F1110(Fig.4 2dl 0)5 904 IM NIA WA WA WA 19011, N!A WA -NIA I ILA WA 341704 I 442 P. I SBD lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. F-1.000"-i FIGURE 1: FIGURE2: 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- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE 3.125" vvv FIGURE 3: �J1ONY�YNN F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2{-23. ` GEN o ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��;• 1.1 Stic•••�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 •� . *' •- 7ti- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 600" - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 3.125"X95'MUWON ;O�•.• S ATE O ;'•��` LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) - 'e[ORtO P•.•'G<� �i tS ••'•5999.. � Q THE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LV NN IMIILLE1�2,P.E. FL P.E.#58705 W, TABLE 6A Mulgon Capacity Table Qbsife) ® x Opening WWdth(forverfically-spamllg nuflons)Or Opening Height(for horizontely-spenrdrg mUllons) a SO In 60 in 701n 801n g01n 100 in 1291. 1401n 1611In - ,Si•- O Reetang,6x Treprrden8• Ree'arnpdar Taprtdar,g. Amtmgdar TmpMem. RectangWar Tmp"fdeng. Rectangular Trep?dane- ReelanpWar TapR6ang. RecbnW. T-015-8• Ryptariguler TrepRdar�O- Rectangular TmplMang. ... 1X4%.125 Lvadng Lang Loading Laodng Loadvo Leafing lAadn9 Loading Loading Lvadvq Loading LoadlnB Loafing LnaQn9 Loaen9 Loafing Loafing Load!ng o2 U AIUm-Tuhe y a a .." .. v '.. '� :a £� P >�'w .raw o �' .., % •a.. 2 r R6,' Mullion g „� Q N b ge m, s s r.g s �� a g 6� R � S a s 06@ 6 0 �oU 5 arc sE d, arc K 3 §'c K s ¢ F@ Z E. a O W 42 m 17ILD 620 1740 435 170,0 744 170.0 478 170.0 668 170.0 506 170.0 092 170.0 619 170.0 1116 17x.0 521 17x.0 1240 170.0 621 170.0 1480 170.0 41 145.8 1489 170.0 521 127.6 1489 170.6 521 W J 481. 170.0 708 170.0 624 170.D 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 158,3 1303 170.0 680 130.3 1303 170.0 660 111.7 1303 170.0 680 97.7 1303 170.0 680 50.6251n 170.0 747 170.1) 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170,0 747 140.5 1235 170.0 756 IVA 1236 170.0 756 1008 1235 170,0 756 87.8 1235 170.0 768 (=8 W O f 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 134.4 1158 170.0 603 1372 1158 170.0 837 123.6 1158 170.0 856 1029 1158 170.0 881 882 1158 170.0 861 77.2 1158 170.0 881 m � U) So In 170.0 065 170.0 701 168.7 1042 170.0 797 142,9 1042 161,1 832 125.1 1042 146.7 815 1112 1042 13&8 801 100.11 1042 130.2 791 83.4 1042 125,1 702 71.5 IDG USA 782 626 1042 125.1 782 63 In 170.0 930 170.0 745 151.2 992 161.8 818 129.6 992 144.4 799 113.4 992 131.0 782 100,8 9132 121.4 766 00.7 992 114.8 758 75.8 992 105.4 745 84.0 992 108.0 744 56.7 992 108.0 744 - tJ � Q $ 68 In 165A 947 170.0 7139 137.8 947 140.0 700 718.1 947 1J0.3 768 103.4 947 117.7 752 919 947 708.7 738 827 947 1022 727 68.9 847 05.1 713 59,1 947 94.0 711 51.7 847 94.0 711 Z U mU m72 In 135.8 849 142.7 737 1132 849 121.6 772 97.0 849 10&9 706 BS.9 849 98.4 698 75.6 849 BB.7 rR6 67.9 8/9. 627 875 56.8 849' 75.3 659 40.5 849 726 652 42.6 849 724 651 W U 76 in 115.5 762 120.7 665 95.3 762 1026 652 825 762 90.0 610 722 762 00.9 629 64,2 762 742 MO 67.8 762 692 613 4&1 762 62.8 602 41.3 762 69.9 597 36.1 762 59.4 595 a~i In& rcZ 3 J ~r E 78 In 105.9 724 111.4 634 89.0 724 94.8 62t 76.3 724 02.9 60.'1 68.8 724 74.4 599 59.4 724 6&1 591 53A 724 634 583 M.5 72! 87.3 573 382 724 54.3 567 33.4 724 63.5 565 _ J 80 in 69.8 613 71.0 403 68.0 643 60.7 474 40.7 543 62.9 466 43.5 543 47.1 45B 38.6 643 42.8 452 34,8 643 39,5 446 29.0 543 34.0 438 24.8 543 321 430 21.7 843 30.7 426 Z Q cV W Q 2 Z Ell67.3 118 58.9 421 47.8 470 49,7 419 40.9 478 432 412 35.0 470 JB.S 4W 31.5 478 31.8 400 28.7 478 320 395 23.9 478 28.1 386 20.5 478 25.8 380 17.0 478 242 376 n- � N O E10.3 377 4141335 28,8 377 30.0 330 25.2 371 26,8 325 224 377 24.0 321 20.1 377 220 317 16.0 3R 19.0 310 14.4 377 17.37.1 357 37,8 323 30.8 357 31.8 318 76.8 357 27.8 313A2 357 244 J03 20.8 357 22.9 305 18.5 357357 17.! 394 293 308 79.8 279 243 9W 29.1 274 21.0 308 21.7 270 18.3 306 182 267 16.3 308 77.3 263 = V x Q `� ?>77.0 212 17.2 186 d Z U TABLE 66 ANCHOR CAPACITY ADJUSTMENT FORMULA: a. O m-5 ga.m0. Anchor Ca aei Table bs e ANCHOR CAP.,o,•.... Su1,stat¢ 27K f;oMreta 35k Cane )'vBow GVU FWed CMU FT Wand Metal (DP-)X(.ANCHOR )=ANCHOR CAP. 5/16'Elco 114'SSElm 5110'Elcv 7W'S9EJw 07OOIal 01264 J 412Stee1 MULLION CAP.,,,,,,,, PRODUCT REVISED Aridorrype: 3116'EI..lAtrdcon 114'Eko UlDacan 3116"Elco UHracon 710`Eko UCracm ( as complying with the Florida Anchor Clip Patterns ultraeon A17gre6atw unmcon AOareGalar sonar(O5)scmw l6g) "craw 05) USE FORMULA TO OBTAIN THE Edpo Distance tin), P 2-1/T P 2-12' 3.118" 1' 2.1R` 1' 2-1? T 3.718" 2' 0.48" 0.54` 0.320° CAPACITY REQUIRED'CORRESPONDING TO AN Building Code EmDeOnent Mk taro' t-spa• t-3ra• talo' 2 t-1/a° 1-v4• 1.7/4• 1-1ra' 1-1/4• 1-ua' 7 tare• lase• %a- ACTUAL PRESSURE REQUIREMENT FORTHE NOA-No. 77-0630.01 2A1cIWs®4.74 Min.O.C./Standard or Opel Clip(Fig.1&2C 390 ka 39DIb3 45010" 1690 ros 164416c 270 as 2991x6 354 ros 700 Us 37400 664lbs 94611,3 3411G4 442lbs 660 The OPENING,WHEN IT LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Amber g 2.25'M.tn.O.C./Standad(of Of(sal)CUD M.3k 700@" 70011" 5801bs 14101.63 952roa NIA 560 In. WA 630 ms WA am I'S WA 66215" 0851ba 112016" CAPACITY(FROM THE TABLE).OF THE SELECTED 8 Amh- 1.15' , 01 C.16landa,d(af Ot d)CUp(R0.4), 960 as 1400 IDS WA WA WA WA 760160 WA WA WA WA WA 1363 ms 1770 ros 2240 ros MULLION.R WILL YIELD AMINIMUM ANCHOR -I, 4 Anchors®3"MIn.O.O/R)2z5 An910 Caps/fFig:5k 78016" 780106 580 a" 1580 ros 1896 ibs 5401.60 500 NS WA 760153 748163 BN 1" 189216" 682 160 0851.6" 1120 @s CAPACITY WH ICH MAY BE USED TO QUALIFY Miamr-O a Product Control 6AncIoam@3•MIn.O.C.1M2.5Angle Cbs/ffq.G)' 11701.63 OIL 102010" 2340105 284416s 810 H. 840 ft NIA 11409n 11221bS 1320- 28381.60 702210 139 roe 1680103 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Afwhora M 0.45'Min.O.C./U-alp,lZt..125'Ak..(Fig.7$ WA Wh WA WA WA WA WA WA WA WA WA WA WA WA 1430 IbS ANCHOR CAPACITY TABLE 2 Anchors 0 2$'Mn.O.CJ F-01p(Fla.8k 350103 950 290lba 705160 478100 WA 280 ros WA 315 Re NLA 4401n" NIA 341 Ibs 4421.6" 5601.6" , 4 Arwhom Q 1.75 MN.O.C./Fcib(F10.9k 48010" 7001," WA N/A WA WA J80 roa WA WA WA WA WA 682 Ins BBS Ito 1120 as NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �-- TABLE NOTE& FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRU'C-11ONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. O�S(LYN/,1 ��i7�� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 't '�4CENSF'•.�(�i • • � • • • • • • • • 4.000' � Qom'•• •.� . O SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 3)MULLION AND MULLION CLIPS SHOWN ARE NOT T - TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =* No.58705 '; fh FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • e 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %A •• b I Z-:[V�� • e • o CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :�,P S S SOUTHUTH ERNN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEELSTU �F '•.'.c20RIDF;.••' \�� TO BE AT ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND DA36 ALLL ANCS TO BE A HORS INTNIMUM GRADE METAL SHALL�EXTEND THICK A7 LEAST 3)SCREW THREADS STEEL.STRUCTURAL OND THE MATERIIAL#1018K 5' A.[ NMI A�- P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1'X 4"LION A. FL P.MILL870 P.E. MULLION FL P.E.#58705 TABLE 7A 1' H Mullion Capacity Table IbsV) n Y Opening Width(foruertically-spanning mullions)orOpening Height(for hoda7nte8y-spanning mu9ions) c 50 In 60 In 7oln go in so in loom 121N 14 in leoN a o 1 Y4Y.3T6 Rectengilar naplTlang. Rectanputar Trapfirfulx Roctang.0an TmplTdanG. Reetar79War Trep/ilang. Recmn9ulai Tmp/Tii-9 Rectanpub' TmP/rdalg. Rectanpulm Trapfrdang• Rectangular TmPRlanO. RBetatpNar TmprTlang• �I Lmdnp Loadn9 Loafing LmdnO Loadng Loafing laadng t.oadng Lwcang Loaang Leafing Laednq Loadnq (Wading L dng Loafing Laadno Loacinu oY U Alum Tube $ .1.. Tu _ _a � MuBbn U 1. H H3 a c7 ` r9x i� t9` 7! S` c9 u"9� S Ns e �� �$ s =$ s� s 6Qag �a ¢� d`� E c 26 sC d� i � a� g� �rc arch ra W Z W 421n 170.0 620 170.0 435 170.0 764 170.0 478 170.0 860 170.0 606 170.0 092 17o.a 519 170.0 1116 17B.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1736 170.0 521 170.0 1883 170.0 521 O W J 481n 170.0 7D8 170.0 624 170.0 850 170.0 584 170.0 092 17D.0 530 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 7417 170.0 680 170A 1700 170.0 680 IMe 1883 170.0 680 151.8 2024 17D.0 680 of J 0 CC 5D,625 In 170.0 747 170.0 663 170.0 896 170.0 631 17B.01046 170.0 654 170.0 1195 170.0 723 17a.0 1345 170.0 747 170.0 1494 170.0 766 170,0 1783 170.0 756 158.0 1919 170.0 756 136.5 1819 170.0 756 F• - _ f- 54 N 170.0 797 17DA 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.0 861 K co 0 0 1n 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 17o.0 1594 170.0 096 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 972 1819 170.0 1063 H tD 0 631n 170.0 030 170.0 745 170.0 lite 170.0 850 170.0 1302 170.0 04D 170.0 1468 170.0 1015 166.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1512 168.5 1158 100.7 1542 167.8 1167 68.1 1642 167.0 1157 Z t, 68 In 770.0 874 170.0 769 170.0 1167 170.0 9J7 170.0 1384 170.0 1002 1fi0.6 1472 170.0 10e6 742.0 1472 1W.8 1148 128.5 1172 158.9 1130 107.1 1472 147.6 1108 91.8 1472 148.0 1704 80.3 1672 118.0 1104 N Z U $ U Eco 72 In 17oD 1063 770.0 .878 170.0 1275 170.0 1009. 15D.8 1320 1662 1101 1320 1320 Iles 104 11T3 1320 777.8 10"u8 105.8 1320 128.8 1019 88.0 1320 717.0 1024 75A 1320 112.0 1G13 66.0 1320 112.5 1012 w L W z 76 In 170.8 1122 170.0 877 148.5 1784 559.4 1017 128.2 1184 139.9 997 1122 718{ 123.7 978 09.7 1184 115.3 P64 89,8 1164 107.5 952 74.H 1184 97.8 935 64.1 1184 93.1 927 58.1 7184 923 925 w (Jp F � 78N 166.1 1124 170.0 987 138.4 1124 1J7.0 965 118.6 1124 12x.8 947 1035 112.0 115.6 931 923 7124 705.8 918 87,8 1124 80.5 906 692 1524 89.0 090 59,3 1124 81.3 881 61.B 1124 83.2 878 J 90N 10B.1 It" 1115 750 90.1 844 94.3 735 77.2 Bd1 821 724 97.6 844 73.3 712 60.1 644 66.5 702 61.0 644 61.4 603 45.0 844 54.2 678 38.0 844 50.0 663 338 BM 47.7 662 � Z Q Z 36N 89.1 7d2 91.5 663 742 742 771 652 63,6 742 672 641 55.7 7d2 59.6 637 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 580 27.8 7d2 37.6 684 a H u, r® h9 d 62.6 556 Me 53D 52.1 686 53.9 621 44.7 589 /0.6 513 39.1 586 41.4 605 34.8 585 37.3 498 31.3 585 342 492 26.1 566 29.6 481 22.3 586 20.8 472 10.5 A- loBin466 r Ug,o7•111 In 57.6 555 5fle 503 48.0 555 49.5 495 412 655 428 437 36.0 555 38.0 480 32.0 655 34.2 473 28.8 555 31.3. 467 24.0 555 Z7,1 457 20.6 '555 24.7 448 18.0 442 X1201n 45.6 475 46.4 IJ3 39.0 475 39.0 426 326675 33,7 120 28.5 475 29.8 414 25.3 475 28,8 409 220 475 2l.5 404 19.0 475 21.1 39516.J 175 1flT 387 14.3 387 1441n 26.4 330 26.7 385 220 330 22A 301 iBA 330 1&3 297 16.5 330 17.0 293 = V x Q a$r Z o 0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a �;o .. m0 y0 O fi oyi €D'mof Anchor Capacity Table bs O 3u o ANCHOR CAP. , � Sutx;lrata: 27k Concrete 351,0b . wIl-CMU Filled Ow PT Wead Metal (DP,s,)X( >=ANCHOR CAP.- 518"Eko 114.55EIco 5115E1oo 1f4'SSEko slosteel 012Sieef Al2S'.9 MULLloNG1P.,„,..... PRODUCT REVISED Anchor Type: 3/76'Fh.Ullmann 1/4'Ela.WDaPan 7118•Eko Ulvacon 114'Eko Ultracon Anchor Clip Patterns Ulh m Aggn,Gator Unm1. Apg:eG 1t' 8_(GS)5._(05) s-(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edna Clistance M): 1" 2-1Q• i' 2-trY 3.7/8• t• 2-12' 7- 2-t2- 2' 3-118• 2' 0.48" 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Em6admem Mk 1.314" 1-14' 1-11• 7-XV r t-V4• 1-774' 1-i M' 1-i/v 1-114' 1-114• 2• 1.316' tare' Teles ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Ancham®4.7 Mni O.C./Standadarol9es "P".1&27 300lbs 390lbs 450 ms 890 ms 164416e 2m ms 2m luta 354 ms 740 ms 374 ft 664 as No lin 311 ms 442 lb. wo OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021 4 An h-0 225'Mie 0.0.1 StaMeni(or lumet)COP(Ftp.3r 700lbs 700 lbs 580 ms Wil lbs 952 me WA. 56D lbs WA 630 ma WA 880 ft WA 632 ms 8851bs 112a Ly CAPACITY(FROM THE TABLE)OF THE SELECT BAnchom01.15 Min.0.0.1 Standmd(or OBaeu Clip(Flg•4b 960183 1400 ms WA WA WA WA 780 lbs WA WA WA WA WA 1363 ms 1770 ms 224oms MULLION.IT WILLYIELDA MINIMUMANCHOR By 4 Arohom®3•,Wn.O.C./a)2x5 Angle aps f(Ftp.5k 7801bs 7801bs 680 ms 1560 ms '898 ms 540ms 5601h3 WA Too It. 74816e 850 lb. 18921W 682 lb. .1ll6 112B ms CAPACITY WHICH MAY BE USED TO QUALIFY IVllam a Product Control 6 Archcm 3'MIM1 O.C./(2)24s Anple Gyps f(Fip,eb t17019s 11701bs 1020Iba 23dO ma 2a441be 010 g-s 8401as WA 119D IIA 1712 ms 18201bs 2838 ma 1022 ms 1321 ms Isco m9 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arch-@DAV h1h.O.C./U-0b,Into ABmL(Fq.7k WA WA WA WA WA WA WA WA WA WA N1A WA WA NIA 1430 ms ANCHOR CAPACITY TABLE. 2 Anal.48 22S Min.O,C1 F-CUP(Fig,BT 350 ms 35o. 290 ms 705 ma 476 m3 WA 28D me WA J15 ms WA 4401bs WA 141- NIA 442lost 560 ma 4 Awhom®i.1S MN.0.ClF P(F1p,91: 480 ma TOO lbs WA WA N/A 3Be me WA WA WA N/A WA 682 ms 8851Ds 11201bn NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. •-'1 1.062" �•'- ---� 1.0011' �-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Y LYN /f • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •y10EN,q C SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000" 4.000' "•• SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • o o • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE �`'Z 1 7 • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �D,p••.• 6 ATE F Jam; • • 606375 AND BEAMINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046" .375' .376' ��CciS •.�ORIDP,.•'G��� , THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS �i' 10 •• �N ��� ANGLE CLIP(FIGURES 5&fi)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1"X 4'X.375 1'X 4'X.375• NAL 75 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. T-MULLION MUW ON A.LYNN NI4h&)3,P.E. FL P.E.#58705 , TABLE 8A ® R Mullion Capacity Table Ibs/Iti X 2 = Opening Width(for teNrally-spanrdng muriions)or Opening Height(for hodzorta"pandrlg mulon9) c 50 in 601n Mi. 60 N 90 N 1001n 12D In 140 N 1601n o Recwg,dxr TraprTdalg, Rectangular TrapTTMV. R-M-SuW Ttap/rdan9. Roctangalar Tn prrdang. RScteng0lar TSp/Tr1mg• Redang0lar T.pm.9. Reetan9Ax Tr.�/Tdang. (RBetdngda TrOplydang. Reamgjfar haWM.9. 125"% Loading Laadng LoadnO Lmdn9 L..Ra Lmdrg dn Loa9 lnadng LoadNg Loafing' Loading Loafing Loadng Loadng Loafing Laadmg L-Ong LaadS® g9i�•' 3.188"x r a z f £ aag r ,£ a b' z'_ x �',•, .£ r_ f n_ n a_ :�• _r._ £g z'_ �• & s= �$_ 1 g_ a L�_ �$' -1 265"Alum 3` 3 3 3 15 tf` 80 8 3 t9a 8 coo 8 3a 3 Ca J� S t3 cS 8 8 Oo S 8 e9 c9 d^ (39 V Tube Mull m m a 84' �� s� a €� ��` b� €�' he 6 "� 59 t,s �� ae sry a� (s�' r a e� s D� ai ae �@ s $$ �� �. s�' sa E� � E� �- �� 1$ 2� �0"8 m� U �- -� i� 1. 1� 4¢ 2 1 �� 1. s a�� s'� �� s� � � �s �� �� �� �rc � Z Lie tj O uJ 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 968 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 621 170,0 1240 170.0 521 170.0 1486 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 W J 46In 170.0 TOB 170,0 524 170.0 BW 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170D 6T7 170,0 1417 170.0 680 154.8 1546 170.0 680 1327 1546 170.0 680 116.1 1548 170.0 680 50.625 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1458 170.0 756 139.2 1469 170.0 765 119,3 1468 170.0 756 161.4 1468 170.0 75B r m �o r 541. 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 764 170.0 1275 17eo 803 1611 1378 170.0 837 140.8 1376 170.0 856 1223 1376 1700 861 104.8 1376 170.0 561 91.7 1376 170.0 sel a m to p (y) WN 170.0 685 170.0 701 170.0 1063 170.0 797 1569 1158 170.0 678 139.0, tI68 187.4 930 127,8 1158 156.8 919 1112 1158 150.0 812 92.7 1159 1-34.0 905 79A 1156 144.8 805 69.5 1158 144.8 905 H W t0 (W9 631n 170.0 MO 170.0 745 160.1 1051 170.0 850 1372 1051 155.9 862 1241 1051 1420 848 108.7 1051 1323 837 86-1 1051 125.7 630 60.1 1051 119.5 822 68.6 1051 119.1 621 60.0 1051 119.1 H21 !L Z 66111 167,1 857 170.0 769 139,3 957 151.6 805 1194 957 134.0 780 104.4 957 121.6 '717 92.8 957 112,8 767 816 857 108.6 759 69.6 957 100.0 750 89.7 857 98,9 748 52.2 957 89.9 748 16 Z J o m RU m721n 126.7 804 1352 693 107.3 604 1152 684 91.9 804 101.3 671 60.4 604 91.4 6W 713 BOd 84.1 650 64,4 8(14 78.8 643 53.6 801 72J 833 46.0 604 49,9 629 40.2 80M1 89.8 628 j & IQ "4 76 in 109.4 722 114.4 630 912 722 972 618 782 722 05.3 606 68.4 #44.71 96 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 695 570 39.1 722 56.7 565 34.2 722 W2 564 ? Q Lo ti'rc� 7 78 N 101.2 685 106.6 600 64.4 685 89.6 588 723 605 78.5 577 eJA 569 562 803 64.5 560 $0.6 685 60.1 553 422 686 64,3 643 36.2 685 61.4 537 31.6 685 W.7 536 N r s01n 65.9 515 68.0 457 54,9 515 57.5 449 47,1 515 50.1 441 41.2 434 36.8 515 40.8 428 33.0 615 37.4 422 27.5 515 311 413 23.5 515 30.5 407 20.6 515 29.1 404 Z QX Z 961n 54.3 453 55.8 404 45.3 453. 47,1 387 39.8 453 41.0 391 9].9 38.5 302 45J 33.0 379 27.2 453 30.4 37{ 21.6 4A 26.fi 366 19.4 453 24.3 380 17.0 453 229 356 a U) 00 _0. O10 in 38.1 358 39.0 323 31.5 356 32.8 318 27.2 353 29.4 313 23.8 308 212 258 227 304 19.1 359 209 300 15.6 356 10.0 793 r (nLU 111 h 35.1 339 359 306 29.3 336 30.1 301 25.1 338 26.1 297 72A 93 19.5338 20.9 289 17.6 338 19.1 285 � x 120 N 27.8 290 26.3 264 23.2 290 210 260 10.9 290 20.6 256 ITA 53 15.4 290 16.4 249 N Z 144b 141 ZG7 16.3 196 0 `- €0 40 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acity Table(]be) ANCHOR CAP. o m o�� 9B=Ic, 27K enrcrete 3.51 Conc. Hob-CNU meb CMu FTWmd meld (DP_)X( )=ANCHORCAP.- y16'Eito SSFJ0ob16'FJco t/4'SSEko al9steu s1251ae1 M2Slr� MULLIONCAP. PRODUCT REVISED AnchorCllp Patrons nnenor Type 9r1s•acoUrtrxm va•aCOUllracm URr4ton 3'tGElcoUgmem v4°FYOU62em AggreGator ullacm Aggrecad scmv([;5Z sc PS) Sue-� USETHIS FORMULA TO OBTAIN THE°ANCHOR as eon IYing with the Florida Edge CISWCO8n) t• 2-1/r 1• 2-1/r 3•10 r 2.1/z' 1' 2-1/r 2' 3-teff r 0.48• 4sr OmIr CAPACITY REQUIRED"CORRESPONDING TO AN building Code Emeednmt OVI 1-314' I-wr 13x4• 1 Y 1.1/48 Mir 1.1/4- 1-1/a• 1414• 1-114• a' 1218• 1*7 rates ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 �2Ancra9 Q 476'S9n O.C-/stamarou 00sei alp ft 11 390 IDS Satins 450les �olns 1644 bs 90 ms aroms 3s1 ms Ming 374 b6 aim 9156. 341 Ns 4426. SW 6. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021 4 Amh=@ L15-MN O.C.I Stmd=(of 0,U Up p-TO 2T 480106 7m 0. WA WA NIA NIA 3W m NIA WA NIA WA WA 6821DS 885 O. 1720IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amr05@TMin.O.C./C4 WArglecnps I(R¢3y 7aO bs 760103 68066 160311. 1OMMS 5401DS 560 bs NIA 7601b3 745 b6 Bat Im 16920. 6a2 IDS 8951 1120W MULLION.IT WILLYIELD A MINIMUM ANCHOR Dy 4A1cho5'@10.45'Mi..O.C.I -Up,Dto.125'Alum(FIg 4) NIA WA WA NIA WA NIA WA NIA WA N/A WA WA NIA WA 130 8. CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-Dad roduct Control _ 1 AMIrrl FCllp(Rp 52 t9s D6 10696 225 MI 4a5I - e22 u14 135 b5 1409. 1771D5 370165 11171bs =IM 4736. 1701.. 221 ft 250 ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArCrn 1.13 14180.CJ F47 g.6Y 240 CS 3500. NIA WA WA WA 100 b6 NIA WA N✓ WA WA 3419. 4320. 660 @s ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: I--1250'--I - ® ® ® e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® S ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `11111 1 1 1111171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 188" •'•L10EN,p•'��( '� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. :Q�'• F :��� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS * No.58705 ® ® • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 255, IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALLATE ��Q•'• FI? [(1�� FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 606345AND BEA MINIMUM OF.125°THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND •'...... IDP,,•''�C�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAS' (1-1/4'VF MULLION) 11 r.125"THICK AND A36.ALL 1,25'X 3.188°X 285'MULLION �j iS�O ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL I111111110,bAL �� Y 910 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 ( TABLE 9A ®oa Q Mullion Capacity Table(Ibse) 5,71 g Y Opening Width(torwr8ea3y-spannirg mu9fons)ar Oponing Holeht(forhodzentally-spanning mulllom) s�' 5001 solo 701. 80h BO 1n 1001. 1201n 1401. 160M YiuF V o 1,26 z 3.25 R4ctongafsr TreM0lang. Raelanpulat 'Raprrdang. Raetenoulor Tmprrdalry. Rootangbiar TWIT1ang. Raolan9olar Trep/Td- Real.., TraPrrdan9 RwtangNar TrdpRrlan9 ReobmOuler T pRdanp. Recla"Li` Tmpi Tdang. F m Loading Loaning Loafing Loading Looding Loading Loadin0 Loading Lowing Loafing Lodan0 Londlaa Loading Leading Leading Loading Loading Loading 00 Alum.Tubo _ & r r p r. - _ _ $ r _ p{ b Ill }(?� r _ q_ 'D Sz M.0 jjjjj�jj 1 11 a a a Cq 42 in 1740 620 170.0 435 170.0 T4l 170.0 47B 170,0 869 1740 603 170.0 992 170.0 519 170.0 1116 170.0 521 163.3 1178 170.0 621 127.7 1118 170.0 521 109.5 1118 ORO 521 9&8 1118 170.0 521 W � 2 co 40(n 170.0 708 170.0 524 170.0 850 170.0 5& 167,8 BTB 110.0 630 14&7 978 170.0 661 730.1 871 170.0 877 117.3 070 170.0 880 87.6 978 170.0 650 87.6 B78 170.0 08p 713 WB 1740 660 Of 'J 50.1251. 1740 747 170.0 697 170.0 896 170.0 831 150.7 921 170.0 684 131.0 927 1685 708 117.2 327 159.1 699 105.5 927 756.3 696 679 927 16&3 695 75.4 927 156.3 695 65.9 927 15&3 686 641n 170.0 797 170.0 612[K-311 869 170.0 591 1329 869 153.8 BB3 115.9 B69 141.8 669 103.0 669 134.0 BSD 92.7 869 1299 664 77.3 669 12&B 852 66.2 869 128.8 652 57.9 669 126.8 652 0 IAI 0 C 60 In 143.2 146 1618 E. 746 1323 020 102.3 146 117.a 608 89.6 740 107.8 599 79.9 746 101.0 592 71.6 748 81.8 607 68.7 748 87.3 683 51.2 748 93.3 583 44.0 748 833 687 m M LU 631n 123.7 677 132.0 579 077 113.2 568 614 877 100.4 855 77.3 677 91.4 548 89.7 077 85.2 539 61.9 677 81.0 534 6 L 677 77.0 628 44.2 977 76.7 628 38.7 677 76.7 me � � („) � (7 6661 197.8 617 111.1 630 017 97,0 518 7&9 617 88.3 Bog 67,3 617 7&9 600 540 617 726 /134 6&e BIT 6&7 d88 40.8 017 91,4 44l 38,4 017 6A7 482 318 811 617 4.2 U a Z 7201 82.8 5111 87.1 450 518 74.2 440 59,2 610 85.2 432 51.0 fits 58,8 425 45.1 518 54.2 419 /1A 618 50.7 414 34.5 516 4&6 408 20.6 818 45.0 405 2&B 618 45.0 405 Z z r o JU Fa 7861 7aA 465 717 106 186 82,8 398 50.3 485 .54.9 380 44.1 465 49A 387 39.2 465' 413 378 55.2 465 422 374 29A 465 3&3 357 26.2 465 38.5 204 220 465 36.2 363 iyl � �5;; m r0 78 In 0.2 441 68.0 387 441 57.7 379 413.6 441 546 372 40.8 441 45A 366 36.2 441 41.8 160 328 441 3a.7 356 272 441 34.9 349 23.3 441 33.1 348 20.4 441 327 345 a J o U ttZ u eDh 421 332 43.8 285 35.6 392 77.0 289 943 332 323 284 26.5 332 20.8 280 23.9 932 28.1 276 21.2 332 24.1 272 ITT 332 21.3 266 15.2 332 19.6 202 17.3 932 1&1 RBo 0 IQ- C. � r 89h 75.0 281 35.9 260 29.1 281 70.3 256 25.0 281 2&4 252 21.9 291 215 248 19,1 291 21.3 244 17.6 29I 19.5 241 14.6 291 17.1 236 12.5 297 I6,8 232 Z 2 1: Q N W 10861 24.6 230 25.1 209 20.5 230 21.1 205 17.5 230 1&3 201 15.4 230 102 190 1t-- a Z 111 h Y2.8 218 23.1 197 IRS 218 18.4 194 103 211 1&R 181 Id.1 216 14.9 180 a � b .�m� N J{ 0 0 1201. 17.9 187 1 18.2 170 14.3 187 IRS 1 167 ® 61 x 52 `1 _� U N a 0 0 EL Z�O co TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: �'P m Anchor Ca acltyTaWe(Iba) 0 SubslrBie; 279 Concrete 3.5k Cone, Holow CMU Ffl(ed CMU PT Wood Melal DR- ANCHOR CAP., ,,,,, t) ( )X( )=ANCHOR CAP.,,a 5716"I7o0 114'SS Eloo S/15 Elco 1/4"88 Eke 010 Steel 012 Steel 0126Ieel MULLION CAP.1,,,a,,,,, PRODUCT REVISED Awhw7ype; 3116-Elco UhmoOn 1/4'Eko Ul9aaon 3118°Elcc Ullmoon V4•El..Nlneon ( ) ) ( USE THIS FORMULA TO OBTAIN THE"ANCHOR as coni I In with the Florida 1 Anchor Clip Patterns 161reoon AggmOolor UI9Beon AgOreGalor Semx G5 6cww(G5 S-(G5) y g Edgo Dist-0 any 1' 2.1/2• 1• 2-1/Y 3-1ty 1• 2-V2• t^ 2-1/2' 2• 3-118• 21 0.46" 0.54- 0.324' CAPAGTY REQUIRED"CORRESPONDING TO AN Building Code Enl(rdnw=a7 1-14' 14/4' 1-3r4' I-w4• 2" 1.114' 1.114• 1-1/4' 1-1/4' 1-114' 1-114• 2• fa/8' lam• lark, ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01 I 2AImMra@4.75 Win.O.C./Sundad Or C5sa1 Olp(Fig•1k 390Iba 390[in 4502.6 1 890 DA 1644 lbs 270 lbs 28D Im 3541bs 7401bs 374 lbs 664188 946 IM 341 lbs 4a21bs 580 Ibs OPENING,WHEN R IS LOWER THAN THE MULLION Fxplraticn Date. 5/26/2021 4 Anchors N CIS'Min.D.C.7 standard(or offset)alp(FIg.2Y 48094 700 lbs WA NIA NIA WA 3001. WA WA NlA WA WA 682 lb. 885 roe 1120 abs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 And.11 Q 3^Un.O.C./(2)245 Angie MPG I(Fig.3): 76013 760 lbs So ms 1560 N 1896 1b. 6401.6 560 roe NIA 760 U 748les Bea Iba 1892 tbo 682®s 895 lbs 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By 7Ane0ors®0.54•Mh O.C.I U-01P.in'* .100'Al-(L q): NIA WA WA NIA WA WA NIA NIA NIA N/A N/A WA NIA WA 950 1b. CAPACITY WHICH MAY BE USED TO QUALIFY Nllam Product Control 1 Anchor/FL;up(Fla.5): 105 1b. 195 lb. 275 Boa 445 @s eu Ibs 138 ks 140 ms 17710.-. 370Ihs 187Ibs 332 ibs 473 1b. 170 M. 221 Iba 280 1b. ADDITIONAL ANCHOR OPTIONS FRC.-- --Z- ROM THE 2Anobae�1.15 Min.O.O/F-01P(FJR ep 240 ars 350 iba WA WA WA WA 190 ba WA NIA N/A NTA WA 341 Lbs 442104 560 Ibs ANCHOR CAPACITY TABLE i FIGURE 1: FIGURE 2: TABLE NOTES: 1.250" (--1.250"--i ® ® ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION II I e • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7l 11 I l l l) FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` �pNY.LYNN,y�'�.,, SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260" 3.260• ; 'C,••'U(CENSF'•�C(_' ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. CLIP MUST *.7 No.50705 BE USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -'0 (� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %� 1. •:.4- FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 3 ATE '- Y ® .046"THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL .100° ,100" �i •'•F[ORIDP,.•'• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,26"X 325•X.100" 1,25X3..2 6 X.100" i�S #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. NAI MULLION FOR MULLION FOR '�7��l �1Ei �� • FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYN�S M1121CK,P.E. FL P.E.#58705 TABLE 10A n Mul lon Capacity Table(IbeB1T) y, # Opening Width(forv6dice0yspanning mullofs)cr Opening Height(torhari2oldelyspannmg mdliom) G! 5p N 60 in 701 GO N 901 100 in 1201. 1401 1601 < O 126%326 Raclen9�r Trap?rlang. Rv4tangular Tra1-11. Rod-,ular Trap?dang. Rvelergular Trep7rdang. Radenguler Trep/7rlang. Ractangulr TrzpRmdng. Ractangulr TmPTden9. Realang0lar TrapRrian& Rectangular Trap?riarg. � ^ � %.624 Loading Lovding Loading Loading Loading Lo2Cug Loadng Loodn9 Loadmp Lavding LoaCmg Loading Loading Loading Leafing Loading Loading Loading s= U Alum-'1Lbe u 1n N U h6.aR�MU6g vv Uac a <c=rc-�EW 42 in 170.0 620 170.0 436 170.0 744 17&0 478 VGA BOB 170.0 606 170.0 992 170.0 513 170.0 1116 170.0 521 1 170.0 VAG 170.0 621 1 70.0 1488 170.0 621 T70.0 1736 170.0 521 170.0 1983 170.0 521 48 in 170.0 701 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 OTT 170.0 7417 170.0 660 170.0 1700 170.0 680 169.7 1979 170.0 600 148.6 1979 170.0 660 N 60.6251 77&0 747. 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170,0 1195 170.0 723 170.0 1311 17&0 �747 170.0 1494 170.0 156 170.0 1793 170.0 756 Lr26 1877 170.0 756 133.6 1817 170.0' 756 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156A 1768 170.0 061 734.1 1769 170.0 861 117.3 1759 1700 191 70 W O K m 0 W 601n 170.0 606 170.0 701 170.0 1063 V0.0 797 170.0 1240 170.0 070 170.0 1417 170.0 874 161.1 1511 170.0 990 145.0 1511 170.0 1073 120.9 1511 170.0 1063 1036 1511 170.0 1063 90.6 1511 170.0 1063 V LU 931n 170.0 930 170.0 745 170.0 1116 170.0 860 770.0 1302 170.0 840 156,6 1370 170,0 1016 139.2 1370 170.0 1076 125.3 1370 164.0 1092 104.4 1370 155.9 1072 89.6 1370 185.3 1070 78.3 1370 165.3 1070 uJ Z a 661n 170.0 974 ITO9 709 170.0 1169 170.0 903 155.6 1249 170.0 1002 1362 1240 168.6 1013 121.1 1248 147.1 1000 708.9 1248 139.6 989 93.8 1241 130.4 978 77.8 INN 129.0 075 68.1 1248 129.0 976 Z � V)z' 721. 167.0 1049 170.0 078 139.9 1049 150.2 992 118.9 1049 132.1 875 104.9 1049 119.1 860 932 1049 109.7 849 83.9 1049 102.7 930 69.9 1049 97.3 026 69.9 1049 91.2 820 624 1079 97.1 820 wV 0 76 in .2.7 .1 149.1 922 1t8.9 941 1268 805 101.9 977 1112 191 89.7 941 100.0 717 T9.3 931 91.7 766 71.1 941 85.6 167 59.5 941 77.6 744 61.0 911 74.0 737 44.6 411 73.3 136 J 5 Z Sw 181. 132.0 894 137.6 783 110.0 894 11G.9 767 87,3 894 1024 753 82,6 894 91.9 740 13.3 894 64.1 730 66.0 694 78.3 T21 65.0 BOA 70.7 707 47.7 894 67.0 701 41.3 894 6G.1 698 r r 90 in 85.9 671 Be-7 596 71.6 671 71.9 E86 618 671 654 575 67.7 671 50.2 666 47.7 671 529 55(1 43.0 671 4871 651 35.8 671 43.1 619 30.7 611 39.7 531 2fi.9 671 37.9 626 Z )" Q 96 in 70.0 690 729 527 69.0 590 61A 518 50.6 690 63A 509 443 580 47.6 102 393 590 43.0 434 314 690 39.6 428 29.6 690 37.7 477 253 590 31-6 489 22.1 590 29.0 464 F- X Z 1031. 49.7 466 60.8 421 41.4 466 428 411 355 4fi6 37.1 408 31.1 46fi 329 402 27,6 466 29.7 396 24.9 461 27.1 391 20.1 416 23,6 382 17.8 466 212 375 15.5 460 19.6 311 tL 111. o mo 111 In 45.6 441 40.7 400 312 441 397 393 32.7 441 34.1 387 29.6 441 302 362 2(1.4 441 27.2 376 22.9 441 24.9 372 10.1 441 21.5 363 Ifi.4 441 19.] ]56 14.3 441 iT.B 351 rn CV m 4rj 1231, 36.3 376 769 344 302 376 31.0 339 25.8 378 26.8 374 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 195 321 15.1 378 10.7 316 s ® R x S2 1447. 21.0 262 212 782 17.5 262 17.8 239 16.0 262 15.3 236 V N Q O O 1 d Z rn to g �O s0 TABLE10B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 Anchor CapdClty Table(lbs) ANCHOR CAP.,„,.,,,, O SubsWe: 27K Corcrde 36k Com. Ndlow CMU FBled C7AU PTWOoa Mala (DP-)X( )=ANCHORCAP.- 97EElco V4'SS 6I16'Bco 14'53 Elco OIOStW 01231881 #123(881 \MULLIONCAP.,,o--- PRODUCT REVISED AnUlor type &16'BcO Ulracm 14'Fko UlBacon 3'16•Elco Unarm 114•EI[o UBracon AnehorCllp Pattema uluacm AggreGaur U024m AggmCnlar Srdo4(093)screw(06) Scr4w(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eomplylny with the Florida Eag.Clstance gn) I. 2-172• 1- 1 2-112' 3•t/a' 1- 2-112' P 2.12' 2' M& T &da" 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embednml ft 1314' 144• 1314 14'4' Y 1-14' 1-V4' 1-1/4' 1-14 1.114' 1414° 2 1-". tear sales ACTUALPRESSURE REQUIREMENT FORTHE NOA-No. 17-0630.01 2 Anotu7s 0475'Mtn 0.0 StaW2110o5li Cap(Fl g.17 3900. 590 ms 450 Ns 69011. /64405 278 Its 280 IM 354106 7401. 3740s 6640. 945 MULLION 311 IDS 4420. 560 MS OPENING,WHEN IT IS LOWER THAN THE MUON Expiration Date 5/26/2021 4 Arenas 01JR.111.91andao(a a set)Cap(Ffg.2j 4800s 7008. WA NA NIA NIA 300 n. WA IVA N/A WA WA 652 ins 66511. 1120 Be CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctnrs Q43'MIn.O,U.1f4ab Angle U1PS/(RO3T 780Ibs 700 Me 68005 1560 lbs IEGG Ion 5701x 510101 NIA 760 Be 74911 880 lbs 189216 6B21ns 865 Be 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3AMMrs0054'Mr.O.C.I U.COP,Im0.IO0'Alum(FI9.47 N/A WA NA WA NIA NIA WA NIA WA NIA WA WA - NIA WA 95011 CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-0a Product Control 1 Arc tAr/FCtp(61 a.5)' 70504 1451. 225 ms 44508 8229. 1350S 1400e ITT In. 370 He 18711 332108 473160' 17009 22111 mous ADDITIONAL ANCHOR OPTIONS FROM THE 2Ane.n®1,1a Mln O.CJ FC9p 9,B1. 2400S 3:n He WA Nes NIA NIA 1000. RA WA WA WA WA 34106 442 us 660 m0 ANCHOR CAPACITYTABLE FIGURE 1: FIGURE 2• TABLE NOTES: t151" 1.250'-- - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION j ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 611111 1 4 717// FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE LICENSi�'/�� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250° •' P CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No,58705 P A ® ® BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %a, q� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4" .624 f`� :•4-tj FIGURE4: FIGURE 5: FIGURE 6: %O STA EO 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .L% <4 S .045"THICK(18 GAUGE).STRUCTURALSTEELTO BEAT LEAST.125'THICK AND A36.ALL ��F '••'tORIDP,r ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1-25'X 3.25'X.624' 1.25'X 3.25'X.624' O."" ��G • ® #10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR 77ss'/7 j NAL 111111 11111,.� . FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 11A Mullion Capacity Table OhsfR7) a ,� Opening Width(torvo4lcaQyspamling md6ons)orOpening Height(forhorizode7yspammng md(ions) rv+ 50 in 60 in 701. 80 N DO in 100 h 120 7n 140 in 160 in gg�ii LLO 1.25X394 Rcctmg.f. Traprr(.g. R.WrKItd. T.ptriang. Recdn9dar TrwTgang. R-ctangular Tre,Tden,. Racungdar Trap/7Hang. Renangelar T.pfri.q. R¢pnng4W TrepTdang. R-9war Tmprrdmg. Rectangdar Traprrdmg. C m X•624 Loading Lmdmg Loafing Uo mg U.d;ml W019 L.admg Lowing Lnadinp Loading Loading l4admg Loading Loading L..ding Leading L.din9 Loadltg �Z U Alum.Tuha .. � �' Mullion € �'� m@ E vg �� n o �� o oa a A i a@- a --@m- `P s.P = =sP sm-c adf ¢ @cL do (nNL5n m O IW- Z y� LUz /21n 170.0 620 170.0 135 170.0 Tod 170.0 478 170.0 B6A 170.0 506 170-0 99Z 170-0 519 170.0 1116 170.0 521 170.0 1240 110.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1987 7700 627 _ 481n 170.0 706 170.0 624 170-0 650 170.0 584 170.0 992 170.7 630 770.0 1133 170-0 607 170.0 UT5 170.0 677[170.0 1417 170.0 600 170.0 1700 170-0 683 170.0 1983 170.0 680 170.0 2267 170.0 50050.625 In 170.0 747 170.0 663 170.0 895 170.0 631 170.0 1046 1700 684 170.0 1195 170.0 723 170.0 1345 1TO.0 747 149! 170.0 765 770.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2331 170.0 75664 in 170.0 791 1700 612 170.0 956 170.0 691 170,0 1116 170.0 764 1790 UT5 170.0 1103 1TO.D 1434 17aO 637 1694 170.0 656 170.0 1913 170,0 861 470,0 2231 770.0 887 160.2 4407 170.0 867 !7 W OF60 in 170.0 835 170.0 701 170.0 1063 1700 73T 170.0 1240 1700 878 170.0 1411 170.0 944 170.0 1594 170.0 996 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170,0 IGG3 129.8 2163 170.0 1053 (n LU631. 170,0 930 170.0 745 170.0 1115 170.0 850 170.0 7302 170.0 Swed 170.0 1486 170.0 1016 170.0 1673 170.0 '1076 1%9 170.0 1122 155.9 2060 170.0 1169 134.5 2060 116.0 1171 117.7 2%0 1TO.0 1171 ¢ W IL 661n 170.0 974 170.0 769 170.D 1169 170.0 903 170.0 1965 170.0 7002 170.0 1650, 170.0 1086 170.0 1753 170.0 1155 1948 170.0 1210 113.0 1966 170.0 1215 1226 1%6 170.0 1288 1072 1966 170.0 12E6 Z f0,721n 170.0 1063 1TO.p 878 77110 1275 170.0 1009 770.0 1486 170.0 1126 170.0 1700 17OX 1220 154.1 1734 170.0 1315 1734 7696 1386 116-6 1734 1519 1364 99.1 1734 150.4 1362 B6.T 1734 150a 1352 W � -J P $�$ �U o T51n 1700, 1122 170.0 937 170.0 1366 770.0 1%0 1685 IMM 170.0 1209 147.4 1556 go 1652 1285 1311 1556 1I" 1266 11131556 147.3 1251 983 f55fi 126.7 1229 652 1555 122.3 1219 73.7 1656 121.2 7216 c� N 781n 170.0 itbl 170.0 967 170.0 1381 170.0 7116 155.9 1477 1693 1245 136.1 1477 152.0 72X 121.2 1477 139.1 1206 1477 1295 7791 90.9 7477 176.9 1169 779 1477- 170.9 1168 682 7477 1093 1764 ti V gun 1420 1110 1185 986 1180, 7170 123.9 968 1015 1170 1079 951 BB-8 1110 963 935 78.9 1110 87.5 927. 1110 80.7 970 592 1110 71.3 891 50:7 1170 56.6. 670, 440, 1110 62.7 870 Z Z Q N 9G in 717.0 975 1203 872 9T-5 975 1075 056 B3.fi 975 883 Bd2 772 976 78.5 679 65.0 0,75 112 BiT 975 65.6 807 68.8 975 57A 769 410 975 523 776 36.5 915 40.3 TST � Q x Z �1o01n 822 777 64.0 696 68.5 777711760568.7 771 61.3 674 51.4 771 54.3 664 65.7 T71 49.0 655 771 449 617 343 771 39.9 632 79.6 771 35.0 621 25.7 771 32.6 612 n. o11in 76.7 730 773 661 67.1 730 650 650 53.1 730 563 640 47.7 .730 49.9 631 121 Tao 45.0 622 130 41.1 616 315 730 355 600 71.0 730 319 589 TJ.7 730 195 SB7 N O626 61.0 569 19.9 624 612 560 q2.8 524 114.3 652 37-5 624 39.2 544 33.3 624 753 537 526 712 mi 26.0 E2/ 27.7 619 21A 624 21.6 069 t0.7 624 713 501 XN7 433 35.1 400 28.9 433 23.4 395 24.8 633 250, 390 21.7 633 224 385 193 1133 20.0 381 473 782 376 U N ¢ p O s a� Z-.U) m TABLE 11B a 1'O>O AnchorCapaclry Table(ilu) ANCHOR CAPACITY ADJUSTMENT FORMULA: c0i -"5 K m� 3ut6eate' 27k Corcrdelz O.Sk cmc. NtlloW f7dU F31�CMU PT WooO Meta ANCHOR CAP.__.\ F � m •�rc'3 (DP,)X VM )=ANCHOR CAP.,,,, 5'7C EIc0 114.35 EIco 5176'Eta 114-SS ern #10 St.6 #12SIe3 012 steel ULLION CAP.,,,,,,,, PRODUCT REVISED Anctwf type. Yt6•eco Unram 113 eXo 31tC Dco Utrsm 1111.13counr4con (�) (G5) 113E THIS FORMULA TO OBTAIN THE°ANCHOR pl in with tho Florida RnchorCllp Panama Uilydcon AggrtGuOr UQ2tm A®reGatu scree(05)Screv Scar as eom y 9 Edg.I3W-rce 0n r 2-v2' Y' SAW r 2-112' 1• 2-vz z. 348• z 9.49- 0.54' 0,324• CAPACITY REOUI RED"CORRESPONDING TO AN Building Code EmOednme0n fsr 1V4 1-314' 2• 1-7/4' 1-11C 1-1x4• 1-114° 1-114• 7-v4' z - 7-No. Ise' Tales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Arxlpr6�4.79•Mal1C-1 SWdao u Onset Cllp(R0.11 MO lbs 390 Ws 65010-3 800 R6 1644 Its 270 Ins 280 It. 3541m 740 r9 374Itn SrAffi S46lts 34114s 442 Its 560ce OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Arthus @)1.15•MIO.O.C./Sta-KWd(v Cf5e1)COP(Rg.27 480 rs 10)rs NIA NIA NIA WA 380 I WA WA WA WA WA 8821b5 ew r9 112D lb11 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amlom a 3'?Alm O.C.1(1)26Argle COPS 10g.3) 710 1M 700 r9 GM lbs 15M I[6 I 10S 540 Ms 506 rs NIA 760 Re 74811-3 880,'65 18920-3 6821M e&5 r3 112019-- MULLION.IT WILL YIELD A MINIMUM ANCHOR By dArcMls®056'Mln.C.q!ULifp,mto,700•ANIR.(x84 4) N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA WA WA 129 it. CAPACITY WHICH MAY BE USED TO QUALIFY Mlemr-Da Product Control 1Arc Mrl FLOP(9fi 51 1056. 195Ibe 225 1129 4d50s 622 Ps 135IDs 140106 177W 370 Its 1677hs 3323. 473011 170 rs 2211m 280106 ADDITIONAL ANCHOR OPTIONS FROM THE 2Allcnl7s 01.1@Nvn O,CIFLID IAg.b)' 240 rs 350 MS NIA WA NIA NIA 7801m RA WA N/A WA WA 331 rs 442 Qts 560lbs ANCHOR CAPACITY-TABLE. t210* FIGURE 1: FIGURE2: 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. 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWA13LE t1�yY N 7j y FIGURE 3: ) ���J1O•"•�Y.N� ,'iii ANGLE 3)MULLION ANDMULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. \��'�`,-• �1cEMSF••.�1� CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q-;• '•,(n� ® ® ® ® BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. *' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND _ GROUT-FILLED CONCRETE BLOCK UNIT CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �� Z FIGURE 4: FIGURE 5; FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.100"THICK.STPEL STUDS TO BEA MINIMUM GRADE 33 AND4°045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %FS''•F�ORIDP,-•'G\?�� ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL '71S�ONAL EN��� #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 125'MULLION X 3.94"X.624' A.Lim IWOWDEF2,P.E. • FL P.E-#58705 TABLE12A Mullion Capacity Table PbsAta •�„^, s Opening Width Uoruertica9y-spanning mullions)or Opening Height(for hodzontelly-sparving mt9lions) 60 in 601. 70 in Bo in Bo in 1001, 120 in 14 In 1601, �e g R4elarf9.lar7taM dn9• liacfangdar Tiap/TrEan9•oaah9 Rmlan9ular TW/TAan9. Rectengrer 'r p11nen9• Heekngal8r TrWTdm9. Reetan9oldr 111-OT16ng. Reden0olar lmTdan9. Rn4Mr19urar TMPlTnmiS. Rectengllar Tmpfnfmg. ._. 2X4X25 La�^9 'Loa®.g Loadng LLoafing L.,fty Loadn9 UWn9 �n0 Loading Loading Loadhg Loading Lnadrg Loadn9 I.-Ung 1--ft Loaning Alum-Tube r - r r r r o r 3^ �• a r .- .• r a ,� x r ,,_ r r a r r �- r E:d o Mullion 4S 3� �� 8 ee 8 �G 5 a' 49 8a 6 3�a 84 6 S �a S 3�� d b 8 k@ cY sa cS 8� 0 6� 3 r9a N `� 2� �� � 5� fs 5 `g 6� �� _5 _6 jii' s cg c� b s� �a �� •�� s�. � a=- s� Er� s=. a� s�. a`� s �� so �rc �� �rc se dFa� so �rc s m �x �c o: � � ��a W 42 in 170.0 620 170.0 435 170D 744 170.0 478 170.0 868 170.0 506 170.0 SS2 170.0 618 170.0 1116 170.0 521 170.0 1240 770.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 K _ 4867 170.0 70a 170.0 524 170.0 B50 17D,0 681 170.0 992 17" 630 1M0 1133 170.0 661 1170.0 1275 170.0 677 170.0 1417 170.0 680 110.0 1703 170.0 680 170.0 1983 170.0 660 170.0 2267 1740 680 0 J Cl) 50.8251n 170.0 747 1740 563 170.0 896 1740 531 170.0 1046 170.0 684 1740 1195 170.0 723 170.0 1346 110.0 747 170.0 1d94 170.0 756 170.0 1793 170.0 756 170.0 2092 1M0 756 170.0 2191 170.0 756 � Cl) F U 54h 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 1740 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 1740 858 170.0 1913 170.0 861 170.0 2231 1711.0 861 170.0 2950 170.0 Bet W C)O H go in 170.0 885 170.0 701 170.0 7063 170.0 797 170.0 1240 170,0 875 170.0 1417 170.0 944 170.0 1594 170.0 SSS 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170,0 1063 160.9 26M 1740 1063 � � M W 531n 170.0 930 170.0 745 170.D 1116 170.0 550 170.0 1302 170.0 940 170.0 1408 170,0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 INTO 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 1M3 1171 Z 66 in 170.0 874 170.0 789 170,0 Hes 170.0 903 170.0 1364 170.0 1002 170.11 ISM 170.0 10M 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 1740 1275 15" 2437 170.0 1286 132,9 2437 1740 1280 c) m < L e Rh 170.0 10W 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1125 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.fi 2184 1740 1408 124.8 2184 170.0 1529 109.2 2184 170,0 1530 - Z Ug U 76 in 170.0 1122 170.0 837 170.0 1348 170.0 100 170.0 1570 170.0 1209 170.0 1794 170.0 1372 165.1 1960 f70.0 1421 148.6 1960 170.0 1505 10.8 1960 151.6 1548 106.1 1860 154.0 1535 929 19W 1527 1571 I. W f Q iz ^a 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1811 1740 1250 170,0 1842 170.0 1369' 162.7 1861 170.0 1474 137.0 1061 1611 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1459 85,9 1831 137,8 1454 u~i CL g n J go in 170.0 1328 170.0 itdq 149.1 1390 1540 1218 127.8 1398 13E0 1198 711.8 739e 121.3 1178 99.4 1398 1102 1162 893 1398 101.6 1147 743 1388 69.8 1722 67.8 1380 827 1105 559 130 78,9 100 Z z J Q 981, 147.4 1229 151.5 1098 122.9 1229 127.6 1079 1053 1229 1112 1061 92 1229 9&9 1044 Bf.9 1229 119.6 1029 73.7 1229 824 1016 61.4 1228 722 993 52.7 1229 66.9 977 46.1 1229 62.1 957 Q Z 10 in 103.5 971 105.6 877 66.3 971 89.0 862 74.0 971 77.2 849 64.T 971 0A 637 67.5 971 61.8 825 51.8 971 55.5 815 43.1 B71 49.0 1786 37.0 971 44.0 782 324 071 40.8 771 °• In SC)N0 n Nm o O 1/11, 95.d SO 87.3 832` 78.5 819 81.9 819 BB.1 919 70.8 806 59. 919 629 784 53.0 919 58.7 784 47.7 919 $1.8 774 39.7 819 44,8 768 31,1 919 40,2 742 29.8 918 37.1 Tet o X 120h 753 706 7&B 71fi 629 786 64.5 705 53.8 786 548 697 472 786 49.4 688 41.9 788 44.4 677 37.7 785 q6.5 669 315 7m 34.9 b;3 27.0 786 31.0 641 238 786 20.4 631 Oi. U) U) 144 In 43.7 546 442 604 36.4 648 9Y.0 498 31.2 646 31.9 491 Z/.1 516 28.2 485 24.3 9d6 253 479 21.8 548 229 474 182 546 18.6 464 15.6 516 171 0.3 13,7 646 165 448 (� N Q 7O O TABLE12B ANCHOR CAPACRYADJUSTMENT FORMULA: 0$ ZmQ>O AnchorCapacity Table Obs) o. ANCHOR CAP.,,,a,,,,,• S0Mtmte: 27k C..mte 351,C=. HW-CMU FIDed CMU PTWoad Mad (DR.)X( )=ANCHOR CAI'.,, S'16•oc0 1/4.55 Ek0919'DC. ve SS eco 410 Steil Al2SI.N sit steH MUWON Awmr type: wte ElcOu¢mcon v4•Ekoutmcol 3't6•Elcolmracm vd•ErcoUmacon AncherCilp Patterns U=. AggroGaar Umacan Agg0Oa4r Scree(a) (G5) S�P5) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED Scree Edge USIB pe Gn} 1• 2-112' 1• 2-1/2' &tie• V 2•V2 1• 2-112- z 3.1/e• z 0.45• 0.5r 0.32x' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida FJnbednan 0,}, 1314• 13'4• 1314• 13`4" Y 1.1/4^ !NV• 1.114' 1-v4" 1-1/4• 1.114• z t3�8• Isle• vrtes ACTUAL PRESSURE REQUIREMENT FOR THE Building Godo 2 Ancrors® TY min O.C./serdaN DWo%el Cep ffig 1&27 390105 390 Its 450 ms mous 1644 bS 270 es 280 es 394 as 7401 374104 664on ads 1. 341105. 442 fm 56o ge OPENING,WHEN R IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 A4cha94426W MIn O.O/Standard(ra WO CAP 09 3Y 7m@a 740116 630W 1485 kd 14248, WA 56)90 NIA 695Ibi 14a am los INA 692105 ees m+ 112D ns CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 CAnr amg1.7t•MtL Q0./SMn41rd in,OW)Cnp 9994) Mft. 050 7581b9 1B461t6 N/A WA 705 IW N/A Mile NIA WA WA 1022 R4 130M. 16W Ir. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AM10 S.Mir.O.C./(2)215 Arg-ps/IR95x 78D its 680 lbs 15M BLS 1596"S OLDS 560169 NIA 76010. 74A Lbs 6m its 1892 Os 692915 885 ft 1121 Os CAPACITY WHICH MAY BE USED TO QUALIFY ey 6ArehomQ •Min.O.C.1(2)215Ar919CIIP31 OR 6Y 11701bs 1170116 1020 m8 234006 2SU b9 M 840105 N!A 1740118 71228)5 130]115 2899 or 1022108 1327 ibs ism It, ADDITIONAL ANCHOR OPTIONS FROM THE Miami- �d Product Control - 3AMrom®1.57•MIA,O.C./U-C%Into,l25'AhmL(Fla 7T NIA WA N/A Wq WA IUA WA NIA WA NIA WA WA N/A WA 1073 ANCHOR CAPACITY TABLE. 6Arcro19�0.64.14h.O.C.1 U435D.NiD.125'Plum.(F$8j NIA WA N/A WA WA WA WA NIA WA N/A WA WA N/A ' WA 21 Os _ 2 Mcrom®269.890 O.CJ F-Cilp IRg Bj 370 D>a 976 tx 975 IDs 7431,+ 712 @s NIA 2m Im WA I. NIA 440 Its WA 341 m'9 442I� 660 IDS 3 Archers 01.71•MA O.C./F-01009.IOC 1 443109 1 525 MS 1 3791bs 973114 I WA I NIA 1 3WItS I N/A I 3991DS N/A WA WA 611101 664113 640108 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. UCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEEP 24. FIGURE I: FIGURE2 FIGURE 3: FIGURE4: - • • • • • • • TABLE NOTES: 2000' • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR `\ 1 I 1171 / GENERAL INSTALLATION METHODS. ��`a�p1Y LYilfyt/�7���� • • • • • : '�`•'•yICENg �� i FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOV✓A13LE Qom:' P AF • • • • • • • o • • - 4.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN ,250" _�.: No.58705 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE *- LOCATIONS. -b ••(/l FIGURE 9; FIGURE 10:8: O ST TE FIGURE 7: FIGURE O ANGLE CIDP 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T••., F-r • CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. W • (FIGURES (CMU) i s G • MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046"THICK(18 2•X 4•X.2s•MULLIONANAL IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW y7 I 1 L THREADS BEYOND THE MATERIAL 410&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.L111�N MILLtti�t,P.E. FL P.E,#58705 TABLE13A R Mullion Capacity Table Ibse ® H Opening Width(forveRlea M-SParmi myons orOpening Haht forhOrimrAa ysparring mttliore) 4 SOI. 601n 701. 80 in 90177 1001n 120 In 1401. 1601n �' LL 11111171111 Tr111116 ng. ReclengWer 1W1.91 ReclenaWar TmyDiarg. Rectangdm Trepl7deng• Recte�Dar TraplTdeng. Reclangrdar 'RaP•IOar�g. Reclang.Iar Trap/TdOrre. Radangder Trap/rdarp. Rectantplar TraplTdang. O 2X6x.26 Loafing I-dng L.&. Loafing Loafing Laadng Loading Lwdng Laa mg L-Eng Lwdng Loading Lt,odng Loafing Loading Loafing Inadng LO.dng @ w Alum.Tubo a a a a• a ••. a r a z> a a p z: �• F a r a r a , a P a p 9 a Bx Mullion a > m m a 9 $.. v a m a " • A m a A a� o �� 0.g a s LL fi� fi^ a g- 'e L n N '6 '6 rl.� 3�• 6� c'S 6 < ` __� eig �� �- ,ig b- fiC U e� 9o- 8� e� fi�• `90. �Pr 53 f �aR a'� �rc sa` �� ig A da �� �rc Z 42 In 17ge 620 170.0 435 170.0 744 170.0 478 Val) 658 170.0 5D6 170.0 992 170.0 919 170.0 1118 170.0 S21 170.0 1z40 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1083 170.0 621 w U = w J U 481n 1700 708 170.0 S24 170.0 650 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 651 170.0 1275 170.0 e77 170.9 1417 170.0 680 110.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 6110 - U 50.62S In 170.0 747 170.0 563 170.0 693 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 17OA 756 170.0 1793 170.0 756 170.0'2082 170.0 758 170.0 2391 170.0 756 � � 541n 170.0 797 170.0 612 17D.0 956 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170.0 1594 170.0 SSB 1T0.0 1913 170.0 861 170.0 2231 170.0 861 170.0 25M 170.0 881 13 W O O I- O to 601. 1700 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 875 170.0 1417 170,0 944 170.0 1594 170.0 999 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 170.0 2833 170.0 1063 V) LU 63 In 170.0 030 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.D 1488 1710 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 z t 681. 170.0 974 170.0 789 17D.0 1169 170.0 903 170.0 IVA 170.0 1002 170.0 1558 170.0 1088 110.0 1753 170.0 1155 170.0 1948 170.0 1210 VO.0 2338 170.0 1275 170.0 2727 170.0 1289 170.0 3117 170.0 1280 Z m Z a Z I U C 72 in 170.0 136'7. 170.0 876 170.0 1275 170.0 7009 170.0 1488 170.0 1128 170.0 1700 170.0 1225 170.0 1913 170-0 1316 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170,0 1529 170.0 3100 170.0 7530 w Ug J 78 in 170.0 1121 170.0 937 170.0 1746 170.0 1080 17D.0 1570 170.0 12M 170.0 1704 170,0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2592 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 a J d❑ 5 mZ f 781. 170.0 1151 170.0 967 170.0 1351 170.0 11111 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170:0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1750 170.0 3223 170.0 1777 470.0 3683 170,0 1796 7 Q o:` F-- J 901n 17077 1325 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 160 170.0 2391 170.6 1793 170.0 26% 170.0 1918 170.0 3188 170D 2125 IWO 3413 170,0 2273 1365 3413 170.0 2361 2 'L" J Q O1 � 11- Q Z P, 98 In 170.0 1417 170.0 1232 170.0 1703 170.0 1434 170.0 1093 170.0 16M 170.0 2287 170.0 1794 170.D 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 160.8 2470 120.0 3199 IWA 2428 (7 I- �U a (� a o CD N to 105 In 170.0 1594 170.0 1409 170.0CIM3170.0 1647 170.0 2231 170.0 1870170.02550170.02076 164.8 2781 170.0 2271 1483 2781 161.9 2333 1211 2181 i'aA 2281 105.9 2781 125.9 2234 92.7 2781 116.0 2190 N170.0 1638 170.0 1454 170,0 1700 170.0 2203 170.0 1832 170.0 2871 170.0 2149 151.5 2632 182.9 2245 138.8 2672 1411.4 2216 113.8 2832 128.4 2188 87.8 2632 115.1 2126 '85.4 2632 106.3 2098 X 2 Y 120177 1700 1771 170.0 1566 170.0 1859 154.4 71152 1549 1991 135.1 2252 141.4 1984 120.1 2252 1272 1938 70a.1 2252 118.1 1915 90.1 2252 99.8 7872 '77.2 2252 88.0 1838 87.8 2152 81.4 1808 1771M1. 125.1 1564 125.6 1445 104.3 1425 50.4 ISM 013 1407 78.2 1564 80.7 1390 645 1584 723 1773 626 7564 69.7 1358 627 1564 56.0 1330 1..7 1564 492 1305 39.1 1564 44.4 1283 � Q 0.N Z •N � TABLE I3B ANCHOR CAPACITY ADJUSTMENT FORMULA: �gU sO Anchor Ca c' Tabic(lbs) O SQL m m� ANCHOR CAP.-,- ()-, m ��o subslmle: 2.7k Co nA. 3.5k C.- Hall-CMU FinedCMU PT Wood Metal (DP„)X( )=ANCHOR CAP- F o° m� 5116"Eloo 1/4"SS E100 5Ufl E1r.0 IW SS Elco 1110 SUtd 012 Sleol 012 steel MULLIOIy CAP.,o,,.,,, Anchor CUP Patterns AMW(Type aflT E1do Ultmem 114'EIc01JIUwan 3116'Eleo Ullrecon 1/41 Eka,Illtmoon PRODUCT REVISED Ulrracw AgOn:Oatar Uilrepon AgyeG.(.r Sense(G51 screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN TLIE"ANCHOR as coin 1 in with the Florida Edge 0et..e Mg I. 2-Mr 1• 2-1m 3-ue• 1• 2-tn• 1• 2-1/2" T 3-W 7 0.48•- 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedoenl(my I-W 1.3M' 1-X4' 1314• 2 1-V4" 1-1K' 1-114" WIV 1-114" 1-1/4' 21 tsls T&F 'I. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2Amhm Q4.7S Mh Oa/Standard or05set Cllp(R9.1827 390119 3901bs 450 ms WO I'os 16440s 2701bs 2801bs 3641.9 740 lbs 374 1b, 664lbs 946 lb, 341 me 4421.0. h- OPENING,WHEN IT IS LOWER THAN THE MULLION Fxpimtion Date 0512612021 4 Anchms Q 4.66•Mht D.C./StsW d(or G8se0 alp(Fla.3y 780 OS 780Ibs 9001bs 1760109 32321.9 540 ms 5601hs 708 me 14800. 7481.3 12721m 1892 lbs 682 Drs 6851w 1120 Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchms@1.71"MIn.O.Q l Standwd(orO0se0 Clip Po.4} 1180 lbs 14091bs 1010161 25951.9 WA WA 94GIbs NIA 1085ms N/A WA N/A !363 lbs 1770 lb3 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR BY 4 An0.m6 W MIR O.C./(2)2x5A%la Cope 1070.5] 780163 783 m. 6601bs 1560 lbs 18981.9 540 lbs 560Ibs WA 760 lb. 740 IN.- 880 ms 1892 1h, 682166 8851bs 11201.. CAPACITY WHICH MAYBE USED TO QUALIFY Miami- ode UCL Control 8 Ana= 31 Min.QQ/(2)2x5 Angle Ceps/URI ek i5801bs IWO ms 1360 M 3120 ms 37921bs 1080 ms 1120 m9 WA 1520 0s 1406 2s 1760 b.1 37941m 13M IDs 1770 lbs 2240 me ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arima 15'M.O,Q/(2)35 Angle Ctps/ffig 77 18601.9 21001 W 1440 ms 3780 lw WA WA 1320 ms WA 4500169 WA WA WA 20151bs 26541bs 3360 ms ANCHOR CAPACITY TABLE. 4 Amhom0134'Ml-O.C.I uao.Inta.125'Amin.0t 8} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430rs eArchme LID OB4'Y.In.O.C,1 ualp,into.125'Alum.070.9k WA WA WA WA WA WA WA WA WA WA WA WA WA NAA 2981 me I--2,000"-�{ 2 Ambms®4.68'Mn.O.CJ F-01P 09.10} 390 ms 3901.9 450 Ib. See The 1816 ms 270 Ibs 2801.9 954 m3 740 m1 374163 636169 946 me 341 Iba 4421 s MO 0s 4 Alwhns®1.71'Mn.O.CJ FCOP T4 111 590 bs 700 1b, 505 Ms 1299169 WA WA 470 Its WA SM IMWA NIA NIA 682 m9 8851.9 1120 ms NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGURE ll: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON o • e • • • ° ° LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 11 LY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 00 • • o - 6.000° 1 •.• LICENSE'•, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q. ••,P • ° ° ° ' ' • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705 _ sY. '�- FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - //^,1. _ ANGLE (/I��fPA. 1• • • • • o • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - '• 7 -;�W=(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 1C •-, S • • • ° • ° • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" �i� •.`40RIOP,.••, MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO isS G��� • • • • • • • • USED IN J. j �N PAIRS BEAT LEAST.125"THICK AND 038.ALL ANCHORS INTO METAL SHALL EXPEND AT LEAST 3 SCREW 2'X 6'X.25' A.i/yp)NN1Q�(hEf�',�p.E, THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S,S.OR 410 S.S. MULLION FL P"E.#58705Fe TABLE 14A Mulflon Capacity Table .Ne g Opening Wtflth(for tetltcatlgsparrurg mUffars)crOpening Hetght(forholfmNailpsparrtng loon) r~a5 501n 601. 701. 80 In 90 in 100 N 1201n 14D In 1601n A < ReelargUlar TFap7rrfang. Reaarv3utar TropTriarg. Ra'tanguI Trap'Tdalg, Reclunidar T piT.arg, Rectongutar TtaprrdaW. jM;Mngdor Trap'tilarg. tar •ha ' _ O Rec4uga pRttang, Rectangt4ar 7ropRdatg, RaclarguW Tra x.12 x2,11" Laading tnadUg Loatlng Loading lAatllrg Laadrg Laading Lmdl.q I,oadlryt Loffi11g Leading Loading Load'ug Loading Lwding Loadng L..ding LNR9 a °i XTube Mum _ .' a '... '.. �• .'... 2• r Tube Mull >S �. : >3 . F - $. $ $ S 3 3 .B 11 M 21 z 42N 1442 S28 767.0 428 1202 526 14&9 419 1030 528 1389 414 90.1 526 134.6 411 80.1 526 134.1 411 721 528 1341 411 Sal 526 134,1 411 518 526 1341 411 4&1 525 134.1 411 w O X 481n 96.6 403 10&0 333 80.5 ,403 947 329 69.0 403 86.4 320 60.4 403 81.4 317 53,7 403 79.7 $15 4&3 403 711.6 314 40.3 403 Me 314 34.5 403 70.6 314 30.2 403 78.6 314 50.825 to 82.3 362 9t8 307 6&6 362 793 264 5& 62 8 371.8 289 515 362 67,2 286 45.7 362 64.6 284 47.2 362 =6 283 343 36263.5 243 �.4 362 635 283 2S7 382 635 283 541n 67.8 316 74.1 287 5&5 318 642 251 48.6 318 57,7 256 42.4 310 63.5 253 37.7 318 60.3 256 339 318 49.5 249 293 318 49-1 248 24.2 318 49.1 218 21.2 318 49.1 248 C7 Lu O O U 601n 99.6 266 63,1 218 41.2 258 45.7 N-0 35.3 258 40.7 210 30,8 268 37.2 267 27.5 268 34.8 204 247 2a'e 33.-0 203 Zq6 Z56 322 201 t7.7 258 322 201 165 250 322 201 to •� 63N 427 234 45.6 2W 35.6 234 39.1 195 30.5 234 347 192 28,7 Z34 316 189 23,7 234 29,4 Y66 21.4 234 2&0 184 I. 234 26.6 183 76.3 234 26.5 183 13.4 234 295 183 1-- CJ W Z IE 66 In. 372 213 39.4 783 31.0 213 33.7 179 28.5 273 29.8 77G 232 213 27.0 173 20.8 213 2&1 170 1&B 213 237 769 1S5 213 71.2 767 13.3 213 22q 166 11.6 213 22.0 168 72[a 28.8 179 30.1 765 239 779 218 152 20,4 179 225 143 17,9 179 20,3 147 15.9 179 18.7 145 ? z 781n 243 761 25.4 140 20.3 161 21.8 737 17.4 161 19.0 135 15.2 167 17.0 133 (,� N 1 v 2 78 In 226 152 23.5 133 1&8 1S2 19.9 131 16.1 152 17.5 128 = ¢ r b r TABLE14B I- ANCHOR CAPACITY ADJUSTMENT FORMULA: z Z Anchor Copecly Tiblq b9 p- Q Z ; suatrte z.7t cmctrte &Sr car- tiptaarxlU ANCHOR CAP..,,,,",,,, a F- X C t~G F3Ed1;ML1 RT woos redo {DP,,,a}Xt }-ANCHOR CAP 2.7k �o mC0 6/i6•Ek0 1/4°3SEIco 6/t6'Elcb va•ssElco 1n0sLm mzsf�l m2stal MULLfONr a Arch TypC 3r16'EXD LAItacai Y/4'Btb MfdCal 3116•EYaU11240n t14'EIcb NNlcal In AnehgrCiPp PatlRma unasm Aggreoata Ulft n Aqg cao screw(05)sem{G6) screw IGS) USE THIS FORMULA TO ODTAIN THE"ANCHOR $ LU N I Edge M91arce mi 1^ 2-112' 7^ z4rr 34x6" r 2-12^ r 2- r 3-tr8° 7 0.48• 0,54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN ® iY Embe171mt 13x4• faro• taxa• 1{V4^ 2 7-v4^ MW 14/m. 1-va^ 1-va• /•f/a• r 1-a&• t3ra• tai°s ACTUAL PRESSURE REQUIREMENT FOR THE F-- N aArcicrs®3•rgn.ac./pJ 215Algk asps r(F7g.7) 780IIs no ms 6agfls 15n11tu 7PB6 m6 fia0 m3 b50ms HIA len lbs 744 rca eso0s 199224 682 m9 ea3 to 1430 Its OPENING,WHEN IT IS LOWER THAN THEMULLION ca ¢ ¢ O p 1 CAPACITY(FROM THE TABLE)OF THE SELECTED [L r Z mto N (0 MULLION.IT WILT.YIELD A MINIMUM ANCHOR a _� a � CAPACITY WHICH MAY BE USED TO QUALIFY U 5 �pi ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as complping with the Florida Dultding Gode NOA-No. 17-06 0.01 Expiration Date,05126/2021 TABLENOTES: MIam1-Da prarluct Control } 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. III SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE is 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. 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. 2 116• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. •125. 111 i l 1 r l r r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TRFAI"ED `;\�7 ��yY LYNN YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-Tb AND BEA MINIMUM OF•125' �•'•y10ENSF THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND:045"THICK(18 GAUGE),STRUCTURAL STEEL 70 BE AT 1,26'X 2.7 t'X.125'MULLION • ••:�13 LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =* No.58705 THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. • ��,�'•., ATE fr�r�: LS �`'7ir��tYAL�gyC?'t A.Ll�N1��1 R,P.E. FL P.E.#58705 TABLE 15A ^ Mullion Capacity Tablo(lbsfBa) ® ^ n Opening Width(forwr imlly-sparrirg mUDons)or Oponing Hoight(fortcrimriaBy-sparrirg mURcm) � g 501n 60 In 701n BON 901n 1001n i2D in 1401. 1601n Rectnpdar Ra7Mlang. Faetnguhr TmplTtlana. Rectangular lrap/Tdano,. 'Rectangular Tmp/Trlaag. Rectangular Thp?datg. RectarWW TmpRdeng. Red.49ar TrWilliang. Rett ngdar T p/illnng. RctaNyLv 1tgJ7dana. 326"30 L�1.9 L dng Lmd ng Loafing loading Loadrg Loadng Loafing L.oeding 1--ting Loadng Loafing Loadng Loafing Loafing Laadna Loafing loadnp c u DEG,AL r x r a 2- 2: m" r •s ;€ r^ 2• 2z v^ •^ m 2>^ m r n a a z, t �• s 2: a d BAYPAULL � € � a� a@ �•e $�. � € N € sffe� gi s ,� € g� �g �$ _ff g 6€ - fi eg s� � o ! 5-g II E� �� s' d�a� 2A 11 f� 1P �� e � �� �@ 6P a" s �2� d� d W 421n 170.0 620 170,0 435 170.0 744 170.0 478 170.0 868 170.0 SCS 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1200 170.0 021 170.0 1488 170.0 621 170,0 1735 170.0 521 149.1 1740 170.0 621 w JCO J 461n 170.0 709 170.0 524 170.0 881 170.0 581 170.0 992 f70.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 1622 1522 170.0 680 130.5 1522 170.0 680 114.2 1571 170.0 Sao 5 CA Lr.ig 5D.a261n 170.0 7S7 170.0 583 170.D 896 170.0 671 170.0 1046 170A '684 170.0 1195 1709 723 170.0 1345 170.0 747 166.2 1443 170.0 756 1369 1443 170.0 756 117.3 1443 170,0 756 1026 1443 170.0 756 0 W O o F' 541n 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 160A 1353 170.0 837 144.3 1353 170.0 856 120.3 1363 170.0 661 103.1 1353. 170.0 861 90.2 1353 170.0 681 ¢ M W Sob 170.0 9a6 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 148.1 1216 170.0 944 129.9 1216 159.8 936 116.9 1218 1521 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 013 f'- V z Min 170.0 930 170.0 745 170.0 1118 170.0 850 1502 1150 168.8 033 131A 1150 153.0 914 116.8 1150 141.9 a98 185-1 1150 1342 885 079 1150 126.7 971 75.1 1150 126.2 670 65.7 1150 1282 870 W O a o m 2 t W n 170.0 874 170.0 788 152.4 1018 165.8 881 130.8 1048 146.8 884 114.3 1048 137.1 650 101.6 1018 171.4 839 01.4 1d8 11fl6 830 762 1048 109.4 821 65.3 1046 1002 816 57.1 1018 108,2 018 Z �� u _I P m 721. 140.6 880 147.9 764 117A 880 126.0 744 100.8 880 1180 734 88.0 ,880 100.0 722 782 880 K14 70.4 680 882 703 56,7 880 792 693 50.3 800. 76.5 686 44.0 880 76.4 B88 ❑ =oa LZ 'J 781. 119.7 790 125.1 690 99.8 790 106.4 876 05.5 790 93.3 663 74.8 790 83.9 652 65.5 790 599 790 71.7 835 49,9 790 66.1 624 42.0 790 62.1 618 37A 790 81.5 617 ` r 78 N 110.8 750 115.5 657 92.3 750 981 6M 79.1 750 85.9 632 69,2 750 77.1 621 81.6 760 55.4 750 657 605 462 760 59.4 594 39.6 750 56.2 688 34.6 760 55,5 586Z Zgo In 721 563 74.4 5a0 601 567 629 491 51.5 563 54.8 483 45.1 5W 489 475 40.1 5W 36,1 563 40.9 462 30.0 563 362 452 25.8 fM 33.3 445 225 563 31.0 442 I- ¢ coC7 I-- W s5- rO g8 in 59A 495 61.1 443 49,5 495 515 435 42.4 495 44.8 427 37.1 485 39.9 421 33.1) 495 29.7 495 332 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 a N WIx IN in 41.7 '391 426 35.1 44.8 391 358 046 29.8 391 31.1 342 26.1 391 27.6, 337 232 fn 391 20.9 391 228 328 17.4 391 19.7 321 149 391 17.8 315 ' LLI WLLI111 N 381 J70 39.2 175 ]2.0 770 73.0 330 27.5 770 28.8 725 24.0 370 25.3 320 2I.4 370192 370 2116 312 16.0 370 19.1 305 ® rA rn1201n 30A 317 30.9 288 26.3 317 280 284 21.7 317 22.5 280 19,0 317 10.9 276 189 317 U m ¢ O 0 1441n 17.6 220 17.8 203 a Z raO s:rn TABLE15B ANCHOR CAPACITY ADJUSTMENTFORMULA: cOi � eDf Q Anchor Capacity Table Obs) ANCHOR CAP.,,,,,,,, substrate: 2.7k Cmnoretn 3,5k Cono. KW-MU � F&d CMU PTWood 14-W MR..)X( )=ANCHOR CAP.,, PRODUCT REVISED 5r16•Ekm 1!d'SS Elco 5116'Eleo 174•SS Elco 010 6te01 4128 9125Ied MULLION CAP.,,,,,,,,, Anchor Type ane'Eko Ultmcon VVE:-UOmcm 3116`Elco Uhmcon 174'Eko URmcon as complying with the Florida UIb0s03 AaomGalnr IFM4om AggreGatot Screw(G5)Scum(G5) screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Anchor CUP Patterns CAPACITY REQUIRED`CORRESPONDINGTOAN Building Code Edge IXsterca(Ing t' 2-1/2` 2-t? 2 3-178• r 0.48• 0.54' 0.324' No,.- '17-0630.0 Embedment(Ink 13r4c 1,74- 1314• 1474• r 1-U4' 1-1/4' 1-114` 1-114' 1.1/4' 1-1/4' fate' mires ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ally @ 5`Min.O.G 1(2)215 Alpe Gpa/(F�.17 350 ms 390 Bss 450Iba 880Ibs 17000- 270 ms 280lb3 354 ms 7401, 374 lbs 72D lbs 948 Ue 341 Ibs 4421 5a0 nn OPENING,WHEN IT IS LOWER THAN THE MULLION IS Date 05/26/2021 ;Archols @ 3.S Min.O.G/R)2x5 Angk Caps l(F1g.27 7801. 780 ma T90Ibs ts7o ms 2525 ks 540 ms 560 ms N/A 1120 ms 74816s E80 ms 18921, 682 din 685 ft 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED By B Anchom®2.71'Mn'O.C.1(2)2x5 Angle G 11F10 ag 112016s 1120 ma 9501, 22461bs 2254 ms WA B401bs TLA 10591rs NTA 13xo ms WA 1022 ms 1721 ms 1sao 1, MULLION.IT WILL YIELD A MINIMUM ANCHOR Miam7-D a Product Control CAPACITY WHICH MAY BE USED TO QUALIFY C -- ADDITIONAL.ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 7: TABLE NOTES: 1)SFS SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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. .125'- 'N 125" apN••..-„N,�'%,, e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' .• t,10ENgF' FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Q '•.tn�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" .5B7 5 FIGURE 3. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .= o YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEAMINIMUM OF.1261 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30' S BAY O ATB LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'n a �.� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1138 S.S.OR 410 S.S. `s •.�ORIDI�•.•'' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 75/,ONA(- A.LYLLER,P.E. FL P.E.#56705 TABLE 16A Mullion CapacityTable bslit2 Opening Width(foroedicah spanning mullions)or Opening Height((or horlmrAa*sparttllrg mtAB(3m) C2 50 in SO 1. 70 in BOIn 90hi 1N In 120 in 1401n 160 in �Y o Rzctengllar Traprrdang. rtcctaogdar TraplTriag, Redmudar T1ap7Triong, Racmn6uhr T1ap/RmnB. Flsmngular Tmprl'dmg. Rociel�Gdar Tra{Yfriarg. Ratangdzr Tra(JTllang. RectangularT4apRdang. ReCangdar Trdp/Oienv. k' 326"45 Ldn aad3g Lwg Lazdng Laddm ng LoaLaad-9 Loz&ng Loading Loading Lazing Loading L dig Lia&ng Lozding Lmdng Loafing Laeding the&ng o00., DEG.AL r r r r r x r r r r r r r r r r r r r r r r z r BAYMULL •$ .. LO A � �9 o u9 u Ci u 8 u 9 rS oa u 43 �a v u 80 8 ue u cia cR- u$ v ua U g oR a 5r IS 9 Is a 5 I6.# h s` as 5 h.� 5� is s` F� ae 8 fiy EC a fi'� fic& fi R fi& - 5U G43 R, dE � d`e s d` f� f �a � ¢1e �� 4`a f s@ a`a <� �o f� � � QL a E � arc a� Z ` W 421n 170.0 620 170.0 435 170.0 744 17a.0 478 170.0 BBB 170.0 SDS 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 iTao 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 O 48 h1 170.0 708 170,0 524 170.0 850 17&0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170.0 880 163.7 1637 170.0 680 140.3 1637 170.0 880 7228 1877 170.0 660 (n 50..m In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 723 170.0 1345 170,0 747 17MG 1494 170.0 756 147.1 1552 170.0 755 128.1 1552 170.0 756 110.4 1552 170.0 766 S _ L7 W O F-- 541n 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1118 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 637 1552 1455 1700 868 128.3 1455 470.0 861 110.8 1455 170,0 861 97.0 1455 170.0 881 iY m O In W M 170.010S 170.0 701 170.0 1063 170.0 797 17&0 1240 170.0 878 157,1 1308 170.0 god 139.7 1309 170.0 998 125.7 1309 163.5 991 104.8 1308 157.1 882 89.8 13179 157.1 982 7&B 1309 157.1 902 H U 63 in 170.0 830 170.0 745 170.0 1116 170.0 S50 1829 1247 170.0 940 1425 1247 184.5 983 126.7 1247 1520 SOS 114.0 1247 1443 952 95.0 1247 1382 998 81,4 1247 135.7 035 71.3 1247 1357 035:153 W Z _66 in 170.0 974 170.0 788 170.0 1189 170.0 603 140,4 1190 183.7 885 128,8 1190 147.9 045 115A 1180 13G5 828 103.9 1190 128.{ 914 gB.B 1180 118.5 886 742 1190 116.1 893 86.9 1190 118,1 &93 Z < $ e72 in 161.5 1010 169.8 877 134.7 1010 144.6 Me 115.4 1010 1272 842' 101.0 1010 114.7 RN 89.8 1010 105.6 817 SIB 1D10 059 807 87.3 1010 90.8 795 57.7 1010- 87.8 780 60.5 1010 87.7 789 � � J g 'g �O 761n 137.4 606 543.6 782 114.5 MB 1220 775 00.1 896 107.1 761 &5.9 908 962 749 763 908 88.2 738 68.7 808 823 729 57.3 906 74.7 718 49.1 BOB 77.2 710 129 906 70.8 708 u- r 127.1 861 1326 754 1059 881 112.5 7311 90.8 881 88.8 725 79.4 861 BB.S 713 70.0 061 81.0 703 61,8 Bel 75.4 694 510 867 88.1 681 45.4 8G1 64.5 675 39.7 861 63.7 672 Z F- 7 Q a 93 in 827 648 a5A 574 68.9 846 721 561 59.1 646 6L9 554 51.7 648 56.1 545 48.0 646' 50.9 537 41.4 646 47.0 530 34.5 646 41.5 SIB 295 WB 382 511 25.0 646 38.5 507 F m Z N " , C7 F W BS in 682 568 70.1 SOB 56.8 588 50.1 408 48.7 588 51.4 491 426 568 45.6 487 37.0 568 41.4 476 34.1 568 38.1 470 11&4425 33.4 459 24.3 680 30.5 452 21.3 588 28.7 447 a W o 0 O 1061n 47.9 449 48.G 405 39.0 449, 412 399 342 448 35.7 393 28.0 MB 31.7 387 26.6 448 2&6 382 23.8 400 2&1' 377 227 3611 17.1 449 20,4 181 15.0 449 18.8 356 r (A w� C o ry, W 0 Y Y III in 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 328 373 27.0 425 29.1 367 24.5 425 28.2 362 221 425 24.0 350 20.7 350 15.8 425 18.8 343 ® ir LU 120 In 34.9 3G1 35.5 331 28.1' 361 29,9 326 249 764 25.8 321 21.8 364 229 317 19.4 364 20.5 313 17.5 366 1&7 309 FL FL to Q 144 m 20.2 253 20.6 233 168 253 17.1 230 a Z TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: V0101 s� m E� i Anchor Capacity Table lbs ANCHOR CAp.,m,,,,,, F '� o�rc� substrate: 27k Con do 3.5k mm. Houmcmu Falyd CMU PTNbod Metal (OP-)X( )=ANCHOR CAP... 9f6'Eko tr4'SSEka 511 EI.. 1/4'SSE ko O1Dsteel 912ateel 412Stetl MULLION PRODUCT REVISED Anc)lor type: 3116°Elco uluacon Va•Ek0 Ulla4on 396°Eke lgtrecan tW Eke Ultrocan nmGaW Screw(GS)screw(GS) 6uaw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR aS complying with the Florida Anchor Clip Patterns Ultraeon ApgreGamr ulVecon A Building Code Ecce olamine 50 1• 2-1? 1' 2-1rr 11re• r 2-112• t• 1 2-Irl' 1 2• 3-1/8• 1 2• 0.46• 0.54' 0324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-N9. 17-0630.0.1 Fmbeemanl(ml: 1314` talo' 1-314- lana• 2 t-14• 1-1/4• 1.114• 1-IA 1-v4• 1.11C T I-W tare• Tabes ACTUAL PRESSURE REQUIREMENT FOR THE 2..01 Min O.C.1(2)245 Angle Alps f(Fq.t) 3.90 ms 390 ms 450 ms 890 m9 1700 me 270 Ib, 280 IM 354 Bss 740 MA 37411, MO Ib, s401bs 341 Ib, 4421bs 56o ma OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4Anchors 3S•Min O.C.!(2)215 Anvk Clips/(Fq.27 7e0 bs 780 Ou 790 ms 1670Ibs 2525 b, $40 m, 560 Os NfA 11201M 7481bs 650169 tB92 Its 68216s 8851bs 11201b, CAPACITY THE TABLE)OF THE SELECTED j B Anchors H 271•Min O.C.r(2)285 Anvfa Cfi1rs I Wig.3i: 112016, 11201b, 95B ms 22481ba 2254 bs WA Boo m, NIA 1 D591b, WA 1320 ba WA 102210, 13271.5, 1689 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICH MAY BE USED TO QUALIFY lllliam-aOer Product Control - ADDITIONAL ANCHOR OPTIONS FROM THE 1 ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: ETI 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION ANDMULLIONN CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 1-23. ��31 LJY LYry 4 t10LE8 TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125"QBAY ��c a�O,......-N,y� El • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�c���,.-••3-IGENSF•;/`�F 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Na.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -*'/• *' • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125" •O:/f - THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT '+� �LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL.#1DANCHORS INTO WOOD MAYBESTEEL.18-8S.S.OR410S.S. :�,�'•.• TATE F ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, �S/ONgqL Ov`��` A7LYNf MIgdWP.E. FL P.E.#58705 ( -j 1.000" 1,000" a -{ 1.000° F- -{ 1.000• �` r-1.266•--fes__ .tzs• o .125` r 2.750" 2.750 .125" 3.125' '125° 3.788' o .125' .125' .126' N 2.000' 2.000" .265' 2,116" a kU .126" .125 <n d .37W 375 .500' W �' T .900° T W J 1•X 2•X.125"MULLION 1'XY X.375'MULLION 1'X 2.75-X.375MULLION 1'X 2.75'X.650'MULLION 1'X3.12SX.5"MULLION 1.25-X 3.186•X.265MULLION 126•X2.11'X. L MULLION Q D_Q U) 6063-T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM. 606&T6 ALUM. 6063-T6 ALUM. 606&76 ALUM. XSECTION X-SECTION XSECTION XSECTION XSECTION X-SECTION XSECTION K LU ZM W O co -IIr TABLE A z W° m� _ I I 2XS ANGLE CLIP ? m U 6063-T ALUM Dimension Value(I n) For Mullion: w 6063-T6ALUM 6063-T6 ALUM. O� U Z 2.000° 2.125" XSECTION J 4. XSECTION 2U-CLIP .000" A 1.625 _ i,- 6063-TG ALUM. t 125" B 2.654 1'X2 X.125 o t- U125" X-SECTION Aluminum z ¢ rn as C 0.895 Tube Mullionz m m Z D 0.740 a Q m o 60 1.125 n Fn z $ --i.740"F-- B 2.40M1 11 X2"X.375" o W U 5.500" Aluminum ® � CUT HERETO .375" 5.000•-----� C 0'� Tube Mullion V Q .375 3.125-�-{-CREATE F-CLIP,SEE MIN. MIN. r DETAIL F,SHEET4 i .375.376"MIN. I-� NA 0.1.890 > a � zQO rof-------illie --------� A A I IN. --------------------- 3.000 1°X275'X �� u-CLIP A F---------I .375 Aluminu L_ _____J L-------J 6063-T6 ALUM. `- -------------------', 2XSANGLE CLIP 0.757 Tube Mullion PRODUCT REVISED TOPVIEW 6063-T6ALUM. 1.118 TOPMEW as oampl ng with the Florida STANDARDCLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 1.312 1'X2.75"X Building ode 6063.76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.18 FOR THE NOA-No. 17-0630.01 ZCETNTIR OF ANCHOR HOLE MUST LIE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.000 .850• Expiration Date 05126/2021 HIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. C 0.476 Aluminum SHEETS 5-17 FOR THE ANCHOR O.C. WHHIN THE DASHED D O_836 Tube Mullion Dy SEE Y NDAR. BOU DISTANCE.MAXIMUM ANCHOR HOLE Miami- a�i Product Contro DIAMETER ANCHOR DIAMETER+1116". SHEETS 5-17 FOR THE A 2.000 _ ANCHOR O.C. TABLE B 1"X3.125"X DISTANCE.MAXIMU61 PGT Part# B 2637 .500"Alum .376' ANCHOR HOLE Mull Dimension(sheet#) C 0.853 Tuba Mull 5.500" DIAMETERANCHOR Mullion Sid.Clip jOflsetCjjp U-Clip jAngle Clip .375' MIN. DIAMETER+1116' D 1.137 MIN. 1"X2"X.125'(5) 66605 666113M 6661118M 666243M 666511M A 2.625 1"X2"X.375'(6) 666006 666114M 6661119M 666244M 666512M B 3.262 1.25°X3.188' I 1"X2.75^X.375"(7) 66607 666115M 6861120M 666245M 666513M C 0.662 XTube•Mullm i B 1"X2.7SX.650"(8) 66608 686116M 6661121M 666246M 666514M D 1.762 1.26"X2 11"X �r1YLYN/�I i --- --- D I 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M ;�` a •••"'••. hj� '; t i I I A 1.813 ,121°Alum a�",••'VICENSF '•�C 1.26"X3.188"X.265'(12) 66641M 6661117M 6681113M 666241M 666516M Tube MUII Q•; ;F�; `-------� ` -------' z No.58705 1.26"X 2.17"X,125"(16) 69370 N/A N/A NTA 666517M C OFFSET CLIP NOTES: -� .125 6#33-T6 ALUM. O•. vTE T. :-•�` I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740^-I--I---1 2)SEE SHEETS 5-9,128:18 FOR SUGGESTED,APPROXIMATE HOLE LOCA TIONS 8 ANCHOR O.C.DISTANCE. i�iS%��ORIDP•.NG� i i, S+ 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. AE. �(FL P. 8705 FL P. 8706 1.062°- k 740^ .063" .385° i CC 'n F .062' �I'1 -.125" --I 1'^.125 a 062" � o .438" 1 I o 4.000" .125"STANDARD CIDP I o7'y 4.000" .4.000" 2.626° 2.000" 6063-T6 ALUM. 2.125" 2.000" 2X5 ANGLE CLIP 125• X-SECTION U-CLIP 6063-TB ALUM. I I 6063-T6 ALUM. X-SECTION .126° .125" .125" XSECTIONN �-- 031" I+--- J Z 'L'N W }L 12s" o LU 125 375" '155"J 375' DASCENTER BOUNDARY.SEE SHEETS 10.0 FOOF ANCHOR HOLE MUST LIE IRTHE j (n �'(• ANCHOR O.C.DISTANCE MAXIMUM ANCHOR m D_o 1 -T HOLE DIAMETER-'ANCHOR DIAMETER+U16'. W o 1'X4'XA21T 1"X4'X.376 1"X4'X.376 6,600° 00 U Cl N MULLION MULLION "r-MULLION 6.000' Z P7 W 6003.TB ALUM. 6063-TB ALUM. 8083 TB ALUM. 3.125' CUT HERETO 375" 375 l- - (O U X-SECTION XSECTION X-SECTION .375'_ {--CREATE F-CLIP,SEE MIN. MIN. I DETAIL F.SHEET4 Z ensu 1250' •Fp.c1r0o0m" 1.59 394° I1IIIIiII _____ IIIIIIII II IIIIIIII IiIII F II Ij1II JdW g� Q U i`°e (ZrU4° __ � -I CENTEROF r_________ ___________1 375° � ANCHOR HOLE EMIN. 2 O MUST LIE WITHIN THEDASHED BO UNDARY.SEE 0 I SHEETS 10.17 Z _ m4 ZC 2.875" YFOR THE _ OANCHOR O.C. m Q "O DISTANCE z So L 3.250" ' MAXIMUM LU 0100 3.250" ANCHOR HOLE Y 16AMR. m . 0 _______ ANCHOR i---------------------Iv D Q 3 1 DIAMETER 61. Q n� U) O ,624" 2X5 ANGLE CLIP Z g �•O r0 80" ^4 820, 624° rt L STANDARD CLIP U-CLIP 6083-T6 ALUM. .. €�mDf J_ 6053-T6 ALUM. 6063-T6 ALUM. TOPVIEW 1.260° ZTEROF ANCHOR HOLEMUSTLIE TOPVIEW TOPVIEW -"-1 .820" 1-- HIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125'X 3.25'X.100" 1.26X 3.25"X.624' 1.25°X 3.94'X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT. as coat 10g with the Florida .MAXIMUM ANCHOR HOLE 0lmcnalon Value(In)For Mullion: Dimension Value(In) For Mulllon: Bulling Co MULLION MULLION MULLION DISTANCEde 6005-TS ALUM. 6005-T6 ALUM. DIAMETER:ANCHOR DIAMETER,1/16. NOA-No. 17-0630.01 X-SECTION XSECTION fi00tu1. F 3.687 1"X4"X F 1.938 1.25"X3 X•SECTIUECTION 26G 1.000 •125" G 0,500 X.524' o Expiration Date 05/26/2021 g46S• 5.500°�.-...I H 26110 Aluminum H 1.438 Aluminum i 2 661" `I 125' 375" -I 375' I 3.000 Tube Mullion 1 3.250 Tube Mullion By w Mlaml ade ro uct control . F 3.187 1"X4'X F 2.825 125•X 3.94" 1.377° .125 1.877" I MIN. G 0.757 .375" G 1.125 X.624° H 2.430 Aluminum H 1.500 AlOminum I I I I 1 3.000 Tube&"T' 1 3.250 Tube Mullion i I I I I F 2250 125°X3.25' F 2,813 30•Ba MWI .125• I I X.100" F 2.875 45° B;, a MWI .126 46 2250' I I I I I I H 1.500 Aluminum 3 . I I I 1 I 3.250 Tube Mug (j 3o" I I 1 I I TABLED pj t111(11 111/l7 3.250"45-BAY MUWON 3250" w ` 8083-TO ALUM. L._______- I L_ -__-- Mull Dimension POT Perte 30-BAY MULLION -- �� ,`�,.•••"'•••• 't1/ ��/ 6063-TB ALUM. I X-SECTION I (sheet g) Mullion Std.Clip Offset Cllp U-0lip Angle Clip j `l LIGENSF �� X-SECTION I L 1'X4 XCLIP .726'(10) 69364 666111M 6661122M 686241M 666518M Z G 063-TOOFFSEALUM. N �*: No.58705 I 6063•"8 ALUM. i'X4'X.375°(11) 66610 666112M 6661123M 666=101 668519M O, _ S .228.1 F'^,981"--� .225'" •".981"� .740^ TOPVIEW 1-X4'X.376-r(11) 66653 668112M 6681123M 688242M 666519M n -D NOTES: 1,25'X3,25'X.10(r(13) 2016010312 6661127M 6681124M 6662410M 6665115M CTIONS GIVEN ON THIS SHEET. 1)HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRI1.25-X3.25-X.624"(14) 0181120315 66G772SM 6661125M M2411M 666511614 ® :�T'•, ST 1.26 X3.94'X.824'(15) 20162 6661117M 6661126M 660241M 860517M ��� '•.�ORIDI`.•''G\�� 2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degnnl(19) 68649 WA WA WA 6665110M 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 45 Degree(0 66650 WA WA WA 6685717M 0. 77l l l 1 1" 0. A.LYNNN MILLEER,P.E. cOi FL P.E1/58705 TABLE E o g^ $ iq Mull Dimension PGT Part (sheet) Mullion Std.Clip V-Clip Angle Clip I ;� '--•125" • --�x.125" ' -1 -.t25" W 2"X4'X.25"(16)' 66602 666261M 666271M 6665112M O 2"X6"X.25"(17) 66604 666262M 666272M 6665113M I L,,. DARD CLIP I U-CLIP 2X5ANGLE CUP o w 3-T6ALUM. 6063-T6 ALUM. 6063-T6 ALUM2.000° SECTION 2.725' I X-SECTION 2,000^ XSECTION NOTES: 04 I .129 I .125 N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' Ti U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L w z m N� W 2)SEE SHEETS 16-17 FOR SUGGESTED.APPROXIMATE �7,gg0^� Z W HOLE LOCATIONS. 1 490' O 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO 5.000' 375" W U o u 3.600"--��-{{I CREATE FGLIP, n: M z o N 02,000' .375"_ _ - r-SSEE HEET4AR F. .375 .375' ��MIN. F O O MIN. MIN- U Z ------------I--- -------� -- -- i----------- i. z Z _W m >L U ---------- w O gZ w � g I I I I J CL Q I I I ¢ J T rcT 4.000' I 1--------I v U 3.438' 1= + 3.438" � I I Z Q p1 p1 250° 2'X4"X.25' I I I I r Q a Z N r MULLION 3.438" i I a ~ Q a "0 0 6663.76 ALUM. X-SECTION I I I I ____J 375" S W Oy �- ---I--- ------� -- -- L---------------- MIN. J W co STANDARD CLIP 2XS ANGLE CLIP U-CLIP,6063T8AWM. 2 <..2 0 0 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2"X4°MULLION.SHEET I6 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. iY D_= Z (n OO WfTHINTHE DASHED BOUNDARY-SEE TOPVIEW -TOPVIEW WITH IN THE DASHED BOUNDARY. To a �p m0 SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. v a-� DIY m� DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1716', WITHIN THE CASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1/16'. SHEETS I6-17 FOR THE ANCHOR D.C.- PRODUCT REVISED as 5.500' DISTANCE MAXIMUM ANCHOR HOLE Building complyingwiththe Florida CUT HERETO DIAMETER:ANCHOR DIAMETER-1116'. 6.000' NOA-Mo. t!! 17-0630.01 2000' 3.500"--I CR ArT CLIP. •375' r- -� .375° rr I sEE C�rA4 F, •375" Expiration Da; 5/26/2021 MIN. �-SHEET4 MIN. MIN. � Date ,042612021 By ------------ --- -------�- -- -- r---------------------1 Miami-Q. a Product Control I I I I I I I I I I I I I I I I I I 1 I I t I I I I I I I I I j I I I j I -I-- - 4.688' t 5.438' -+--------I .250° 6.000' I T- -IF I I 11 11 7 1!I I 5.438' I I I f i s.436" \.�ONY LYNN�'�.. 2'X 8'X.25" I II .I I I I ��..•' 1,1GEN,pE••�(���i MULLION i I i I �_'• '.P 6063.76 ALUM. I i 375" *: �No.58705 , X-SECTION I I I I I I I I L j MIN. 'D ST . STANDARD CLIPL •'-F��RIDP,.•'���• ANGLE .250" 6063-T6 ALUM. 606346 ALUM. 6063-TISALUM. /O TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW /,//NAL MW 1 TOPVIEW A.LY MWI! R,P.E. FLP.E.#68705 ! EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO 8E WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114%THE OPENING REQUIRESA DESIGN PRESSURE OF-60.01-60.0 PSF. �u g m NOANCHORS N HEAD 1)INITIALLY ASSUMING THAT A i'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=650.REFERENCING SHEET 25,THE COLUMN USING °o g --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED ?'~ S55 DESIGN PRESSURE OF+60.0(-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USETHE NEXT LARGER SIZE AVAILABLE LL SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2-75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-58.3 PSF AND WOULD zi^ O rENESTRanoN DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS APPROVAL\ 2a FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650-MULLION(LENGTH=72',OPENING WIDTH=701 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE _ . 72' OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 04 LIE, TH ^ 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 U - U F; 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 1A. W �/ OETNLS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL � SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALL ED IN ACCORDANCE WITH THE -J 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. , �o F- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, UU 0 ~ I NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSE: in o co W � � DTH (60 PSF)X 636 LBS Z .2- 4-- 3—r 3z° ( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH72.7 PSF Z g m S THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A ft 0 DESIGN PRESSURE OF+50.O/55.0 PSF. J Q � rn- FORTHEVERTICALMULLION: Z Q N m ) 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105"AND THE OPENING MOTH IS 36'+36'+1'=73".REFERENCING SHEET 25. ¢ z { I THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL N TA m o to j EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE GOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W d a o SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.376-MULLION(LENGTH=108",OPENING WIDTH=8O°)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-10.1 PSF Of 2 32 M9JLLWIDTH-1r SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F-• FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250"MULLION(LENGTH=108',OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a E Z m� fn FOR THE OPENING AND MAYBE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. M i .. O s0 SEE 3T SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+Y=74',NOT 73"AS PREVIOUSLY m $ FENESTRATION DETAILS, - PRODUCTS SHEETS ASSUMED.IIVERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPEN]NG.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED (L- APPROVAL z-0 35-12+35-12+2=73 �- THE 73"DIMENSION ' ' " ' ( ). as comping with the Florida B.r 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-n8 ode VER ICAL I CONCRETE HEADER AND SILL ARE 6'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 MUWON - USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND [] Expiration Date 05/26/2021 LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. �u B a DETAILS, DETAILS. FOR THE HORIZONTAL MULLIONS: D: y OPENING SHEETS 24 SHEET3 m Miam de Product Contro HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4'X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER LU HO¢ Tr MULLION TYPE COULD BE CHOSEN, 0) MULLION �/ �/ 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"=100.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALTTRIANGULAR LOADING MAY BE 00 I USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42-,OPENING HEIGHT=120'HAS A DESIGN PRESSURE OF+i-170.0 PSF WHICH EXCEEDS THE LY REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. I SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE GMU SUBSTRATE.IN THISEXAMPLE,ASSUME THE CMU JAMBS ARE B" Z SHEETSWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 AN CUPS WITH 2-3 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w ANCHOR CAPACITY OF 521 LBS. y aQwi LYNN 38",HORIL ��30',HOtBz. 4)FOR THE U-CIDP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR �N, CEN 30'. C� `— cl MULL LENGTH MAIL ZEROTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z P: —•-OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, F• �.: N0.58705 •�P I FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION} ® THE LOWESTDESIGN PRESSURE IS+154.7 PSF ANDWOU).DAPPLYTOALLOFTHE MULLIONS. Y i�lS '•.,-<ORIDP,.•'G\�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION rIO��NALIli 1 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A.LYNIUIIUILL ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INT, RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. V TFL P.E.#58705 i ( EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: �n C I I t PW I Vii,•°= Gi / I/, N�SHlDH SH//OH SH1DH SLU S^APW PW a y HN i- 477A / / � O Uhl. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / 3 M C. W SILL OF WINDOWS NOT ANCHORED' WITH INTERSECTING HORIZONTAL MULLIONS / HINGED ~ O )� Z 1/ V DOOR SGD Z z` sU , LOADING OF VERTICAL MULLION w j. O Uj PW LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MULLION PW z F- i z Q rn r'rn• a Z N I PW Pw a N 01 oo j PW 0 Q U) O 5^� SHIOH SH/DH � O D'8� � O � SHIDH o ; SIX I 4/ PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I as comp)yyingg with the Florida Building Codo SILL OF WINDOWS NOT ANCHORED- WITH INTERSECTING VERTICAL MULLION j HOA-No. 17.0630.01 1 _ PW PW HR. E piration Data 05/26/2021 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY I MULLION Miurfil-Raile Product Control I -' P HINGEDPW 00 PW I NOTES: DOOR j i)DRAWINGS ARE I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. pW .CONFIGURATIONS NOTSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT I BE DETERMINED,USE `� ,<;� ""• Mj PW RECTANGULAR LOADING. I / 3)SEE PRODUCTSPW 'APPROVAL FOR NO.58705 —rWI I � ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MU WON I a / v '- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULUONS j �0�.•, TA ;.•W�` I SGD I LOADING OF VERTICAL LOADING OF HORIZONTAL A.L�N I I(y1IllAtK`P.E. MULLION MULLION FL P.E.#58705 i