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HomeMy WebLinkAboutproduct approval (2) REVIEWED FOR CODE COMPLiANOE M IAM!•D,ADE ST. L U C I E M : � �DAADE couNTY BdU UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 805 SW 26 Street,Room 208 BOARD AND CODE ADiVIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Vv/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. 6300JR, 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. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. CMIAMIMM= NOA No. 17-0630.01 DAD6E Expiration Date: May 26,2021 f`�°'t7 Approval Date: November 09,2017 Page 1 \ 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I. 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-6,443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5fh 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 I. 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 PGT Industries,Inc. j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6"' 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 i 1 9 I Pp6XJorge M.Plasencia,P.E. duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 - Approval Date: November 09,2017 � E-2 Y I r SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES; NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE ® g$ a MISSILE IMPACT-RESISTANT PRODUCTS 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 IX 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.............._...._.._.........1 O 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..._,,, ...........2 0 w w MULTIPLE OPENING WIDTH FOR VERTICAL MULL A INSCRIBED TO BE MULL TO 1X 8 MASONRY...........-.2 pZ' U MULLIONS I / -'� SEE DETA LS RECTABED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES....__ 2 A•D,G,H: SHAPE NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULLTO MASONRY_........_,....„._.3 LL SHEETS 24 sE MULL TO STEEL STUD......_....._....3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL............................_..3 U DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN1118O.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.._.._.._.„.,_4 '- W m rc III jam` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL wsrgLLAnON......._.._a Of Z 1 X2 X.125 MULL SPECS......„...--6 W O = 1X2-75 X.MULL WILL SPS__..,_...„6 IMI-fl` \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE w Jj � 1X275 X.376 WILL SPECS.._..._7 K INSTRUCTIONS. CA / \ 1 X2.79 X.85 MULL SPECS-..._,....8 N / / t 1 X 3.125 X.SC10 MULL SPECS_..._9 � � ZDETAILS �8 SEE / Y_ /_ ill _ /__Ii \SEE DETAILS ANCHORAG USE THE E COMBINED COMMON MULLION, EE MOTH OR HEIGHT OF NLY E%AMP�ES ON THIS SHEET AND SHEET 24.FOR MULTI ADJACENT FENESTRATION PRODUCTS TO PLE DETERMINE �S AND �Xax.3i5 TUBE 6 MULL SMULL SPEcs._.ti m o SHEET924 I 1 ATHRU G; 1X4X.376 TMULL SPECS.„.....11 _ ~ CO W I ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGETABLES.THE.LOWESTDESIGN F• Q f.7 SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125 X 3.18SX 265 MULL SPECS.-12 W Z OPENING 125X 3.25 X.100 MULL SPECS.....13 VERT• HEIGHT 126 X 325 X.624 MULL SPECS__14 ? z Wz' m Z MULL FOR 6)WHEN FIN DING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125xa64 x.624 MULL sPEcs..._75 y sI�} -() LENGTH HCRI20WAL 2 X 4 X.25 MULL SPECS-.--.-...16 W � Z� g 90 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 6X.25 MULL SPECS_...._,_.17 q � c1 SEE DETNLE, 1A X 2.11 X.126 MULL SPECS...,16 0 ¢� 'aZ SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED UICORROSION RESISTANT 30•X 325 BAY MULL SPECS....._..13 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT p F. Cr REACTIONS. MU X 325 BAY MULL SPECS_,._•_20 2 Z r Q O1 MULLION&CLIP DIMENSIONS.._„21-23 F- ¢ Q Z N EXAMPLES/8 2......-....___._,__.24 C9 I_ Z m CO 8 REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS (L ,j s o�o FENESTRATION ) LOADING EXAMPLES...,._........._....26 Cn PRODUCTS MAY n in Q i o BE OF M LIST ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � 2' MANUFACTURED CODE AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Q Z ((nn en BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. x U w Q DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ � •Z ,O�O ^ L-O i6zoNTALAD,c,H111 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENINGcOi MULL SHEET52-0 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OFT HIS NOA. LENGTH PRODUCT yy REVISED the Forida HORIZONTAL Building CodD MULL NOA-No. 17-0630.01 LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 0 5/2 612 0 21 HORIZ NULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY NULL F^OPEMNG WIDTH—{ I� Miami- de Product ContTD —I LET'1GTH I I y 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR OR"TRVW GULAR/TRAPEZOIDAL'. FP OPENING P 4)FIND THE CHOSEN MULUON'S MULLION CAPACITY O.BS/Ff'1 FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE HMGln LENGTH � � HORIZ. VERT. MULLION CAPACITY(LBS/FTC)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F-)FOR THE OPENING OBTAINED IN L IfM, N H STEP 1). `II 6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LEST.THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION FOR VERTicAL NULL 6)FROM THEANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �` ��••"" yl/ FORveancALMULL CAPACITY IS MET. ``�.• 1,10ENSF'•.C�F�:- '1SEECORRESPONDINGDETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE _*: NO.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = l CODES/STANDARDS USED; VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION %� - r 7.mow` •2014 FLORIDA BUILDING CODE(FBC),ETH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION O ATE OF •ANSI)AFBPA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBSIFT'}OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i '•.,E'(pRIDA•,. �'�� •ALUMINUM DESIGN MANUAL,ADM-2015, PRODUCT ASSEMBLY. i •AISI$100-12 �'4S��NAL��?1\•\• •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYIGN MLLNEl Y.E. FL P.E.#58705 8 0 DETAILA: DETAILB: . MULLION TYP MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X FERSUBSSTRTR BUCKSTRIP _ pER SUATE, oZ OR WOOD FRAMING WOOD BUCK AND MASONRY Af1ACU7ENT SEESEETABLES IB-13B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) bEE NOTE. N MULLION cq SHEET 1. U �-- . Z W 6 I SEE SHEETS g I I MIN 2.7 KSI :• -' ' EDGE m Q b I CONCRETE OR CMU','I - I DISTANCE, 21-23 FOR HOLE d I I I 1--�1- EITHER THE I I LOCATIONS < - I I .I BEESE.TABLES C s U1 STANDARD O f n I EDGE DISTANCE 1 B-13B OFFSET MULL ° EDGE NCE m o I a FCRMASONRYcD CLIP MAY BE ANCHORS [9 U3 O co I I FOR WOOD / I I D: z THIS METHOD 4 ° SCR L °°d a SIDE VIEW F O co 2LL MAX FOR d Z 5 ALL MULLIONS °. n EITHERTHE tj 1- d - STANDARD OROFFS MULL Z U d m S y ° <• •✓� n .4. CLIP MAY BE W U INSTALLED SY (n -Qo a° ° EXTERIOR THIs'METHOD. Q Z z ' °d EDGE 7 .- d DISTANCE 2 ~ Z Q 'a W < °-4 FOR Z _ n ° MASONRY m F'" Q O Z W (O • < THE OFFSET CLIP IS ANCHORS a c a 4~4 S'-O 0 RECOMMENDED FOR J w a a d FIN-FRAMED EXTERIOR MNDOWS,BUTMAY r F Y 1 ALSO BE USED FOR 9 U Z Q O U OTHER FRAME TYPES. !- IL Zm (n �m0 T TYP.ANCHOR YP.ANCHOR PER SUBSTRATE, TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10-133 I PER SUBSTRATE, SEE TABLES IB-16B PRODUCT REVISED , SEE TABLES 113-16B EDGEIEND BUCKSTRIP as comp) In with tha Florida Building�ad9e 17.0630.01 SIEE TABCLEb gTTACHMENT NOA-No. f��_- BUCKSTRIP 18-738 BYOTHERS. EN.BE� AND EMSS MFM' /• " - SEE NOTE 1, Expiration Data 05/26/2021 SHEET 1. ATTACHMENT BY OTHERS, - {'. _ '•L SEE NOTE 1, - MIamI a rodue!Contra SHEET 1. MIN 27 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW FRONT VIEW i i INSTALLATION NOTES: _ 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��'� �,\CENSF'•.1���;' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. _*; No.5870 �*_= 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAM 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. O� I 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMHDADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. /S NAL ?1\, 70 \\ \ j A.LYNF�I\II+LLER,P.E. I FL P.E.#58705 i DETAIL E: n MULLION TO MULLION 1a � DETAIL C: 12sMIN. INTERSECTION NOTES: d a MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN"TEE'OR'CROSS' o INTERSECTIONS. R"� (STANDARD CLIP SHOWN) FvuUEs o= 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. ERHER THE I I PER SUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 .,5 V LL STANDARD I I SEE TABLES 15-138 TOP VIEW FOR CORRESPONDING MULLION. Z W OFFSET MULL CUP MAY BE I I qg EDG W E DISTANCE UON W 0 LU INSTALLED BY II I',q d FOR MASONRY VARIES i^i I�i j CO THIS METHOD I I 4 ANCHDR3 912 STEEL SCREWS, I<I /—SELF-DRILLING OR PRE-DRILL N J = • I I ®�`/ MULLION AND USE SMS W C) r MULLIONF- Z U] C7 EXTERIOR ° O ° THE OFFSET LIPS IDGE DISTANCE RECOMMENDED FOR Z U a B„) FOR MASONRY FIN-FRAMED ( LINTERSECTION a., Y O I ANCHORS WINDOWS,BUT MAY ALSO BE USED FOR U-CLIP o u a�Z g OTHER FRAME TYPES. EXTERIOR N= Z TYP.ANCHOR -° ° F z z Q N T PER SUBSTRATE. .4 Cl Q O Z'co / SEETABLFS 18•130 _ SEE SHEETS CATFOR D. ED ~ F _BO op / PERS BSTRATE, MOLE LOCATIONS BUCKSTRIP SEE TABLES 1-138 FRONTVIEW EDGE o W —I ATTACHMENT AND DISTANCE ® CA ED 8Y OTHERS, SEE TJB-13B = V Z Q ' -'" SEENOTEt, r' (D Q Q O EMBEDMENT .• .�. SHEET 1. !: EDGE D.E zm� 1n ••, r�DISTANCE u O- + sEErABLEs SIDE VIEW 0 MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-135 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as compiling with the Florida STEEL STUD 13uliding odo (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Expiration Date 05/2612021 INSTALLATION NOTES: TYP.ANCHOR By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, - ® Mloml-0 a Product Control ` SEE TABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a, SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATIONSFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED DISTANCE .�`��NY LYI{/N�''� ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. FDRSTEELSTUD.-INNERTtwN SBEBABLES ��a FRONT VIEW 1B GAAND COMPLIANT WITH THE IL BUILDING �1GENs CODE,AZX WOOD BACKER MUST USED. `��• F '•.�� ATTACHMENT BY OTHERS. '•,'p EXTERIOR USE WOOD ANCHOR SPECS SIDEVIEW. NO.58705 -_ NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 30 T �T (V1 ANCHOR VALUES MAY BE USED. '�'•'• ATE F 2)SEE CORRESPONDING MULLION TABLES. s�0 i SHEETS 5-20,FOR QUANTITY OF SCREWS. A�CNIR)Y�.E. FL P.E.#56705 Jff I DETAIL F: DETAIL G: DETAIL H: � d a FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F CLIP) (ANGLE CLIP) (ANGLE CLIP) a r ^2 u U 00'OR 45' SEE DETAILS A-0, ^ SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TOSPECIRCSUBBTRATES. c1l s U MUwON f p w 0 0 z LU 0 0 0 0 0 0 0 0 0 O O TOP VIEW n o W () SIDE VIEW i - W w SHOWN WITH rxa x,Izs. I TOP VIEW 1 F- Z mCD MULLION I 1 I TYP.ANCHOR M O z .EXTERIOR I PERSUBSTRATE, z U g m I I I I �BEETABLES16BOR16B Z ' @ �� I I 'TYP,ANCHOR I PER SUBSTRATE. 1 I I EXTERIOR ° �z STANDARD MULLION CLIP I I Q Z r an-• MODIREDTOFR FIELD I SEETA13LES IB-14B 1— r I CONDITIONS. I -I 1 2'X5'ANGLECLI Z Z Q m W 1 I 2 PER MUWCN END,MUST BE Q 0 Z N < INSTALLED INSIDEOFBAY MULL f_ iQQ—j �(DJ.CD i MULLION I i I j 1 m I J a' B . \ I I II I I I 4D O� ~ to GO I1 I 2'X5'X.126* i to I I ANGLE CLIP, V Z Q 0 O i I I 2 PER MULLION END, a B Z m g•`` MUST BE INSTALLED 0'8 CID I INSIDE OF MULL �_ 'u�' €a.mW I €� � I 1 PRODUCT REVISED �TYP.ANCHOR as eomplyln with tho Florida PER 9UBSTRATE, Building Coda PERS BST ATE. NOA-tio. 17-0630.01 i INTO STEEL. l,ALUM Explrotion Dale 5/26/2021 INTO W000,STEEL, STANDARD CLIPTO BE EXTERIOR OR MASONRY EXTERIOR By PLUM,CMU OR MASONRY MODIFIED INFIELD. I Mlnml-D pdb Product Contra ORPER F9G OR R QQ ® INTO WOOD.STEEL, I . ALUM,!IJ!7RY 1 EDGEDISTANCEPER ANCHOR (6 1111 EDGE � _ DISTANCE NOTES FOR INSTALLATION OPTION G&H: ``��apN....... PERANCHOR O 1)USE 2 ANGLE CLIPS PER MUWON ENO.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS R. =�•; No.58705 2)DETAIL G:SEE TABLES 18-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR I.26"X2.11'X.125'MULLION. LOCATIONS. 2)SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 0••. ATE I!T;�(V�� I LOCATIONS. _ ��FS•'•F�ORIOP,.•'•xC�� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. G ///S;C)NAL W P A.NANIAM .E. FL FEN 58705 I TABLE 1A Mullion Capacity Table Opening Width(forver8catVsparring munions)or Opening Hetght(forhorimN Al e6y-sparring mons 3 2 50 in BON 7a In BO In so In fee in 120N 140in 160h Rec-011u r 71ap?flum. � aan RegNer Twi-nian& Reotmgdar TmP1THan9. Rectangular Ti prr&no- Rectangular iFaP/7Han4 IapamnOWm 7rap/Tnan9. RectMguNr Tmplhlanp, Rectangular TraP/Til-2. ReatMe- imprMang. -."+a 1%2%.125 .Loaning fwtling Loadnp Lpad'ng Coadm9 laadrg Loao9ng Lasdtng imdn9 Laadn4 LoadNe Lwdng l.oad+n0 Loadn9 lonrrng Loaning Loedhg LoadnO a Alum.Tuba Mullion .. A' a ,. ST.. a `c_ r .. to � b g= ogs �€ �3t� �¢E1 W. 421. 111.9 408 129.5 332 93.2 403 115.6 MS 79.9 408 107,8 321 69.9 408 104.4 319 681 406 104.0 71.9 55.9 Ogg 161.0 319 46.6 408 1a4,0 319 39.9 408 104.0 319 15.0 408 104.0 319 Y yy7 18 N 74.9 312 83.8 258 624 312 73.4 252 53$ 312 67.0 248 4tie 312 832 246 41.8 312 61,3 244 37.6 772 61.0 249 712 372 61.0 244 28.8 312 81.0 244 23.4 312 61.0 244 K JD 1n y 50.625N 63.9 1 281 70.8 234 512 201 615 22e 459 201 55.7 224 39.8 281 51.1 ^J'2 33.5 281 50.1 720 31.9 281 49.3 219 26.0 281 49.3 219 22.e 281 49,3 219 1 20.0 287 443 1 219 O W O I $ $1 In 725 247 57.5 207 43.9 247 49.8 202 37.8 247 44.8 199 729 247 41.6 19e 29,2 247 39,4 194 28.3 2{7 18.4 193 25.e 2q7 38.1 193 18.8 247 38.7 193 18.4 247 38.1 183 p c 601n 3SA 200 41.2 170 32-0 200 36.4 166 27.4 200 31.5 163 24.0 200 28.0 160 21.7 200 Z7.1 159 19.2 200 25.9 157 16.0 200 25.0 168 -+ � W ♦ CD - 63in 33.1 181 35.3 155 27.5 181 30.3 152 23.7 181 28.9 149 M.7 151 24A 146 18.4 151 22.6 144 16.6 161 21.7 143 Z 142 136 18.0 1 68N 20.0 i8s 30.6 24.0 165 26.1 179 20.8 i 23.1 Zt 2 721" 222 139 23.3 12D 10.5 139 19.9 112 1&0 139 17.5 Ile W � LU ap 78N 48.9 125 19,7 109 15.7 125 18.8 f07 �o 5 ¢Z J r 7 _78N f7.5 tfe tee itH TABLE 1B ITY ADJUSMENT FORMULA: Anchor Ca ci Taba Ibs ANCHOR CAPAC T 47� m � Su'WUBia 27k C0nemla 3.5x CMo. H.0-CMU ANCHOR CAP.,,,,,,,,, a U) g Rp'o 80 FYled 01,10 PT Woaf Metet (DFo,)X( )=ANCHOR CAP.,,, H o B 6118'rho III*SS Elea NIS'Elco 114'98 Elco #1e steel #+29h'd #12 Sted MULLION CAP,�,, r AncSa Typo: 9H6'Bco lgtraeen 1Po•EleO Uamcm 3I76'Eko Ullraoan t/4'EIco UNeem W Anchor Clip Pa@ems tnttxM AgpmOaar utmoon AppmGatar Bemw(05)sor,W lcs) satew(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR tY X Y `1 Edpe Dist-(m), 1' 2-+f2' 1' 242' 3-116- 1` 8i1L' 1- 2-112" r 3-ile T e4B- I.,. Ba24• CAPACITY REQUIRED"CORRESPONDING TO AN ® F- N Embedment(h M4" 1314' 1-314' 1.7l4' 2' 1-1/4' 1.1l4' 1-114' t-f/4' 1-114' 1-1/11' 2' I-31w I-aw ;;r ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.M.@ 4.6-Mi..O.G.l Standards Gesat Clip ft.1). 3wW 3901bs 4502. 890 rim 1844W 2701W 280)tm 3540. 7401W 3741W 6641ba 946 Itis 341 M4 442 ma 5601hs OPENING,WHEN IT IS LOWER THAN THE MULLION � Q�� Z � O 4 Mchom®1.19 Min.O.G I Sme4atd(or C0se0 Ep(Fv.2). 4601bs Toe ma WA WA WA N/A 360 Ns WA WA WA WA WA 682 bs aa5 ma 1120 U. CAPACITY(FROM THE TABLE)OF THE SELECTED a g' m0 sp 4Anchoa Q47'Mn O.C,/(2)2.5An91.Cfips/(Fq.3): 7E91ba 780ms 6800n IWO It- 1898ms 540 H. 560 ms WA 760 lbs 7488ts 8801bs 1892 U. 682 Ba 835lba 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR C) �' €Ix D2 2 AroBom®0.45 Min.O.C.I U-Cllp,MW.l2SAlum.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 7151W CAPACITY WHICH MAYBE USED TO QUALIFY O d�n4� 1 A-horl F-09p(Fig.1i,I 195 ms 1951be 225®a 445 ms '822 Ws 135 m9 1401W 177 ms 3701bs 187 ma 3321ba 4731W 170 Ba 22LIW 2eD It ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Ancbcm @ 1.15'W.0.C7 F421p(Flo.B); 2401bs 3501bs WA WA WA WA 190 ma WA WA NIA WA WA 341113 4421ba E8016a ANCHOR CAPACITY TABLE as oomplying With the Florida, NOTE FOR THE OFFSET CLIP,USE THESAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, Building Code N.A-No. 17-0630.01 Expiration Dote 05i26/2021 ' By Mlami-b product Control -.. FIGURE I: FIGURE 2: TABLE NOTES: ® • 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 1.000' r- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE j FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® S0 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23.r I 2.OD0" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I) ANGLE CLIP MUST BE USED IN PAIRS. .125' �L��j�QI,Y LYly1y 'r!�i 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 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE MINIMUM OF.125" r : Qa� F•-•'�(r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEELTO BE AT No.58705 ' ® 1'X2'X.125"MULLION 7} LEAST.125'THICK AND A36.ALLANCHORSINTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND y(.= p ® A THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL I"S.S.OR 410 S.S. 0 _ ���'.• STATE Fr ONN EC;G`. A.LYrf1NM110 t P.E. FL P.E,#58705 TABLE 2A - I Mullion Capacity Table Ib Opening Width(for wrticallysparrdrg mullions)or Opening Height(for horizo11fa0y-6panning m119ons) g SQ j 60 in W in 70 in 80 in W in 1 W In 120 In 140 In 160 it, Reetan9uW Tra1✓Map.[71.2 rgular T2pfTdalg. Reala lar Tmp'May. Reclarpu4v TrepTdapg. RectangWaf TraprMarg. RectarGdar Tmpffdan9. Rectangular TMPFTdarg. Rectangular TmPRrlarp. Reela,gular Trzp/Ttleng. m 1 x2 x.376 IDa0In9 L-ft &M Loadng laaalrq LOadrg Lmdlm Loadrl9 Loading Lnadrg Loadng LcwrkQ LoadIM LOW" Loading Loading LOadrg Loatling cZ ' AIum.7ube Ti s .. r r z• '. a B '� r a�,. �• r .. a 'G6_ S LL I Marren 1 Q 9.1 �. �g g,�, y a g t� ,L g g� PL I� $ $ g � cN I Pi �' iS a 3 ^ L7 0 � ^ � � ^� � ` t3 �^1� . � 1 � 9 Ire go `°� 2 It f g _ a h� s 42 in 170.0 UM 170.0 435 662 170.0 47B 129.7 662 170.0 506 113.6 60 169.5 618 10a9 882 18&9 617 9a8 607 1W.3 617 7S7 SM 1888 517 848 662 16&B 517 66.7 Bfl2 18&8 5t7 W J 4aIn 1219 5W 138.0 419 607 119.2 410 8&9 50T 10&7 403 7&0 507 1028 399 67.6 607 99.6 397 608 507 99.0 396 60.7 607 99.0 396 4&4 607 99.0 3W 3&0 507 MO 296 K J W,62SM 1D3,7 458 1t4B 379 459 09.9 371 74.1 458 90.6 364, 648 456 84.6 3W 67.6 458 '81,3 357 51.11 458 WO a% 432 456 W,0 358 37.0 456 90.0 3S 3P.4 450 Boo 356 H m i 541. 8S4 40D 93.3 33fi 400 80.9 328 67.0 400 72.7 322' 53.4 4W 87.3 318 47.5 4W 64.0 315 427 dW 67.3 314 35.6 100 61.6 313 30.5 400 81.0 313 26.7 400 81.8 313 LU O (!)W in 623 324 K9 278 324 57.5 270 44.5 324 61.2 264 38.9 324 469 260 3A.8 324 43.0 257 31.1 324 42.0 255 2&0 324 40.S 253 222 :i 4 40.5 253 19.5 324 4" 2S3Cc co LU cp C W h 63.8 294 67.4 252 2" 49.2 248 3&4 294 43.6 241 3&6 294 39.8 237 29.9 294 37.1 234 2&9 294 352 232 224 294 33.5 23D 19.2 294 33.4 2W 10.8 294 334 230 3 Z 66 In 4&8 2W 49.8 230 39.0 268 424 225 33.4 2W 37.5 221 29.2 250 341 218 26.0 260 31.6 216 2&4 268 29.8 212 19.6 268 2&0 210 16.7 268 27.7 209 14.6 268 27.7 209 Z dm 2 M 72In 38.0 225 37.9 196 30.0 226 322 181 2&7 225 2&4 188 225 1 225 1 25.8 1 165 20.0 225 23.5 1 192 18.0 1 225 1 22.1 180 15.0 225 20.3 1 177 1 129 226 19.6 176 11.3 225 19.6 176 . F JZ � jU 78In 308 ZlII 167 Z3 () 78 In 26.9 182 2110 168 2M 192 25.1 1W 20.2 192 220 162 17.7 192 1&7 159 1&7 192 10.1 157 14.2 iB2 1flB +55 71.8 192 182 152 f 10.1 192 144 1150 8.8 192 1 1422 1 16Q W IA 1&5 144 19.0 12B 15.4 144 16.1 128 Z Z R a Q N W In 152 1P 1&e 113 6 TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: r` i4 c?rn An horCepitcltY Table Ibs ANCHOR GAP.,,c. r LU X Substrate: 27h Concrete 3.5k Cora. Hellaw CMLI Filled CMu PT Wood MOM (DP®)X(MULLION )=ANCHOR CAP..m ® N 3 I ,,,,, 9118•Elca 1/4"89 EIOO 51f6'Elco 1!4.89 Elea In0 Steel 012 Steel ltf2 Steel (9 V X Amhor7ype: 91t6°FJco uuracon va•Eke wtrecm v16.Ow URracgn 1!d•Etco ulbacan AgWeGator screw(G5)Screw(G5) 9cmw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR - ¢ O O AncliorC PaGema U n Ag9reGstor ultmcon Edge D'utmee fnl 1• 2-1/r t• 2-11T 3-118• t• 2-W I• 212' Y 3•UB' 2' 0.48• 0.54' 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN a$r Z m0 s;0 EmbW.mf 9n1 1-We 1a+4• 1-31V I 3 it 2• I-U4• 1-114• 1.1/4' 1-1/4• 1-v4• 1.1/4• 2• 1316• 13/B' leans ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anahom94.75•Min.O.C.15landwd or OBsct alp(Fig.17 3W Iba 3W ba 4500s WO 1m 1644 Im 270Ibe 260 IN 3541bs 740 lb. 374 lb. 6641Its 946m 341 lba 44216s 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION y� 4 Ancham 01.15•MDL QC,/SUndard(morm0 D1p(Fig.2k 4W Ibs 7W be WA WA WA WA 380lbs WA NIA WA WA WA Wz 1bs US lb. 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED q Arlcnor4®3'MN.O.C./(2)2a5 Angle Wps/(FO.3k lea ms 780m seem 15W lOs 1e96 lm sgoms SaD lb, WA Team 74a Im eso lbs +fl9xm eez ms e&5Im 1120 Im MULLION.IT WILL YI ELOAMINIMUM ANCHOR PRODUCT REVISED III 2Aralwm®0.46•Nn.D.C.I U-0IA hto AW Ahrm.(Fig.4T WA WA WA NIA WA WA WA WA N/A WA WA WA WA WA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY as eomplying with the Flarlda 1 Atanarl F-0alp(Fig.9): 195 Os 19S It 225 m 4450m 8221m 135 m t4o Ibs 1771ba 3701m 1871bs 3311bs 4730. 1701m 221 It. 28o1m ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2 Anchors 1.15'MN.O.CJ F-alp eT 240 es 3W ms WA WA WA WA 790Im WA N/A NIA WA WA 391 Itrs 4t21bs S601bs 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 0 512 6/2 0 2 1 By Miami- ad ro act Centro FIGURE 1: FIGURE 2: TABLE NOTES: I ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, _ ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r'I 1,000_ I` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ® 2000• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \�� ON ,•,• N ��i� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `����•'1•%CENS., i ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROU r-FILLED •375" Q;• '�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED =*.: No,58705 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X2'%.375"MULLION -"0 ftA 0LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Irr:4 � THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY8E STEELS 18-6S.S.OR 410 S.S. FZOR1 F (C/: UUJJLL JJ LLLL_111JJ-- <`� •.,<ORIDf;.•'•U,R A.LYN1J MILLER,P.E. FL P.E.#58705 TABLE M �P m Mullion CapacityTable(lbsK?) ®q 8 Opening Wldth(for terticaly-sparring mullions)or Opening Height(for hori2nntaly-spanning nuflons) '� a 501n 60 in Me 801n 901n login 120h 140 In login �^ o t%2.75% Rec.0n 7raPffffng. Rectangular Tm"ang. Rectangular TmprTdang. Mdanow., TNp/Mag, Rectangular Traprilleng. Rectagdar Traprrdang. Rectanguar Trepnilang. RadangWar Tr4p775erg. Recfanpdiar 17apdTdang. laedin9 Lead" Loadng Loading Loadinp Leadng Loading Leading Loading Leading Loffing Leading Lwdng Leading Loading Loading Leading Lmdng `- w .376 Alum. Tube D u p z: v a 'Fu .. a v 2 a at1 a 'oF ri, v �.. •® •a Mull t s� s gg s @ � 2 fi€ s s€ s g sp s s� s g � z ¢ W s ne e s ¢ a€ �d . a¢ s�. a¢ � a¢ f�- �¢ ..>� sue. �a E_. a¢ ��. < gt?. �¢ sue. �¢ W 424n 170.0 B20 170.0 435 170.0 T44 170.0 478 170.0 868 17c0 SOB 17a,0 tL92 170.0 519 170.0 1116 1700 62.1 MO 1240 170.0 621 14B.7 1301 1-10.0 521 127.5 1301 170.0 521 111.5 13D1 Me 521 0 � � 48 in 170.0 708 170..0 524 17D.0 00 170.0 584 Me 022 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 1" 1139 170.0 630 /139 1139 170.9 680 87.6 1139 17ee 680 BSA 1139 170.0 660 K -i �_ rn 60.6251. 170.0 747 170.0 563 170,0 a98 176.0 631 167.8 1032 170.0 68( 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 7se W.9 1gM 170.0 755 734 1032 170.0 755 F Z g 2 641. 170.0 707 1T0.0 612 161.3 907 170.0 691 1382 SO 164.7 730 120.9 907 1526 720 107.5 907r 714 $6.8 907 14l.1 710 60.6 907 140.0 709 69.1 907 140,0 709 60.5 907 140.0 709 /7 W O F- K 03 0t) 60N 141.1 735 151.5 825 117.6 735 130.3 611 $Me 735 11&0 599 982 735 /gg2 590 78.4 735 6a3 70.5 735 Mi 578 58.8 735 91.8 574 BOA 735 51,8 574 44.1 736 91.8 574 � � t0 � 631n 121.9 666 130.0 570 101.6 6W 111.5 657 B7.0 666 98.9 647 76,2 666 90.1 538 67.7 666 531 60.9 666 79.8� 525 $0.8 6W 75.8 821 43.5 666 78.6 521 38.1 666 75.8 @1 to m Q Int0a0 BD7 1124 522 88.3 6a7 MI 511 757 607 85.0 501 682 607 77.1 493 58.9 601 486 53,0 607 67.8 481 442 607 83A 476 37.9 607 62.7 474 33.1 607 62.7 474 Z jui Q.85.8 443 6&0 5f0 73.0 43d 58.3 10 61.3 42B 51.0 510 S7.B 419 45.4 510 413 10.8 510 SO.D 40B 34.0 510 45.9 402 ?93 510 Id.4 399 �i.6 6f0 44.] 399 �O 761n 69A 456 ME 400 57.8 458 61.7 392 49.6 458 54.1 385 43,4 45e 48.6 We 38.6 458 373 34,7 458 41.6 3W 28-0 458 37.7 362 24.8 458 36.0 359 21.7 455 39.7 358 a = J o 6Z 76h 64.2 435 57.0 Mi' 53.5 435 5&6 373 45.9 435 49.8 366 40.1 435 44.7 Ma 35.7 435 40.9 355 32.1 435 3&1 351 26.8 435 34.4 744 22.9 435 326 341 =1 435 322 340 BON 41.5 327 47,1 290 34.8 727 7&4 287 29.9 ]27 31.5 750 2&1 327 28.3 275 232 327 25.7 271 20.9 327 27.7 268 17A 327 21.0 262 14.9 _7 19.3 258 Z Z Q N 00N 34.4 287 39A 257 2e.7 287 2&9 2fix 24,6 287 2B.0 248 21.5 287 23.1 244 ig.1 287 20.8 260 17.2 287 193 277 14A 2B7 18.9 232 F I,"z 5p O 1081n 242 227 24.7 203 202 227 2&B 201 17.3 227 1B.0 198 15,1 227 16.0 195 U) X o •1111n 227 215 22.7 191 15.6 315 18.1 181 15.9 115 16.6 188 o W JE I` Y Y 1271n 17.8 184 17.9 167 Afi V X TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d>� Z O 4p Anchor Capacity Table Ibs ANCHOR CAP . a �_ m0 Bubstmte: 27k Concrele 3.6k Ceno. Hollow CMII Fl9ed CMU PT Wood Morel (DP-)X( ) ANCHOR CAP.,°,, 0 516'Eke 114'33 Elw SH6°Elca 1/4•SS Elce 010 Steel 912 Steel #12Steel MULLION CAP.,,e°,,,° U Anchor ClipPatterns Anchor type: 9116'Ebo Ubacan t".-Ulbacm &16'Elco ulbocan 1/4'EIw UWdcon uluacon ageroColor Unrxon ApgnnCabr eemw(as)Berea((3) swew(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge Dstel¢o Mg 1• air!' t' 2-1r2' 3•UB• 1• 2-112• 1• 2-N2' 2• 3-ve' 2' g,46" 0.54• O.Sx4• CAPACITY RECUIRED•CORRESPONDING TO AN Embedment(InS 7-3I4' ta/4' 1aK• 1a/4" 7 1-1/4^ 1-014' 1-1/4' 1-114• 1-114• I.1/4• 2' 7als gals wiles ACTUAL PRESSURE REQUIREMENT FOR THE as eomptying with She Florida Bullding Code 21inchors®4.75'MkL 0.O1Stendador05s11 Clip 079.U1 390 The 390 ins 45o lbs B906s 1644 be 2701bs 280111 35410s 740Ins 3741ba 654lbe 946 ros 341 lbs 4421to 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchors@1.15 Min.O.C.l Stendard(0r015M)C9p 0'1&27 480Its 100 ros WA WA WA WA 380Ita WA WA WA WA WA s921ba 051ba 112DIbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anebom dy 3'Min.O.C.1(2)b5 Ares Caps I(FV.3); 780 ins 760 D. 650 im 156a1ba 1696 ins 5401b5 SogM WA 7W Ins 740 Ibs MIns 18921be 682 lbs 8a5Its 1120 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR F-plmtlon Date0 512 612 0 2 1 2Anchms M 0.45•Mia O.C./I1dlp,into.125'Al m.(Fig.4): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 716 bs CAPACITY WHICH MAY BE USED TO QUALIFY B 1 A9ohc I F-01 iFlp.S); 1B5 fas 185[Ins RS itn 446 ins 822 ros 7351bs 14010s 177 Ibs 970.roa 1871Ds 33'2Its 473 ma 170 ros 221 Ibs 280 ba ADDITIONAL ANCHOR OPTIONS FROM THE Y 2ArwI=®1.15•MIn.O.CJ F47Ip M 87 240 ga 3501bs WA WA WA WA log lan WA WA WA NIA WA 341 Is 442Its Sao ins ANCHOR CAPACITY TABLE. Miaml-Da ro uct Control NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. c:_-::)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: r FIGURE2: TABLE NOTES: --I 1.000" �-- 0 1)SEE SETS 2-FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 1111111// 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ) 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760° Q� 41GENSF•.•(��% HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *;' No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375' 7J - 6FIGURE4: FIGURE5: FIGURE6: 0 S q�Ft •!(/�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125° T'•, (V THICK.STEEL STUDS TO BEA MINIMUM GRADE 33/WD.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X2.75"X.375•MULLION '�S '�t ORIDP,LEAST.125'THICK AND .•'•\C���• THE MATERIAL#1&#1236.ALL ANCHORS INTO ANCHORS INTO WOOD MAYAL SHALL EXTEND AT BE STEEL,18A S.S.OR LEAST 0 S.5.3 SCREW TMREADS BEYOND �''11" L A.'NW f1hlt�.ER,P.E. FL P.E.#58705 L TABLE 4A Mullion Capacity Table 069me Opening Wtdkh(for verticaDy-sparning rMAIJons)or Opening Haight(for hodwitallyspannirti;imilions) I: g 50 in 60 in 70 in 80 in BO N Wain 1201. 1401n 1601n ? o RecWn9dm TrepV.9. R4atm861ler Ttep7liana. Red-W. Tr.WTdang, Redunlidar Trep?dav9 R.W MA. 71*111 na RadmvWu Tr4prTdan% RectanauWa Treprildan➢• Ractm intar Tleprtdana. Rectal9dm Tr�7rdan9 1xz.76x Laadm9 Laadn9 Loading Lopdm9 laadna Lawnli Leedn9 Loading Loedna Load"' Loadn9 Lxadma Loe6tta Loadn9 Loading Lnadn9 Laadn9 Laadm9 of .650 Alum. Tuba r r r r r a r r r n r t• n r �• �• _r r p r r LL m A .. Fs,.. '. a a .. .. .. `, a ., a a ., m... to g & g E J3 B8 a 8& B N MUOiL) an kfia S Ra B So ff a.� 9� tj �e as r g. o� @ 00 w 12 421n 170.0 S20 170.0 435 A70.0 744 Well 478 170.0 B63 1704 W6 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 17MO 14BO 170.0 521 168.7 1820 170.0 521 136.E 1820 170.0 521 J rn 481n 170.0 708 170.0 624 170.0 850 170.11 S84 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 630 141.7 1417 170.0 66O 12" 1417 170.0 660 106.3 1417 170.0 68(l 0 50.82E In 170.0 747 170.0 5M 170,0 896 170.0 631 170.0 10" 170,0 634 170.0 1165 170.0 723 Ind 1280 170.0 747 146.3 1286 170.0 756 121.9 125E 170.0 756 104-5 1286 170.0 756 91.4 12MM 170.0 7w W o F 54In 170.0 797 1700 612 170.0 958 170.0 691 170.0 1116 170.0 764 150.7 1130 170.11 803 133.9 1130 170.0 637 120.8 1130 170.0 060 10115 1130 17" 561 66.1 1130 170.0 881 75.3 I= 170.0 661 � m M to W %In 170.0 685 170.0 7D1 148S 915 18Z3 701 1255 015 144.5 748 109.9 915 I= 735 W.6 915 123.9 720 67.0 915 110.5 720 7a2 015 114.4 715 62.8 D15 114.4 715 64.9 015 114.4 715 Q 1' U Z { 63In 151.0 MO 161.0 710 1285 630 138.9 694 108.5 030 1232 681 94.9 830 11Z2 670 84.4 830 104.6 682 75.9 030 89.4 656 63.3 830 94.5 849 542 B30 94.1 649 47.4 030 94.1 849 Z = W m = 7y SS 1. 132.1 75T U0.0 650 110,0 757 119.8 836' 84.3 757 105.8 624 t125 757 MI 614 7&4 757 69.1 800 66.0 757 842 6DO 65.0 767 70.0 593 472 757 78.2 691 41.3 767 7B2 591 z D..� 721n 101.7 636 106.8 552 OCII Sw 91.0 546 72.1 638 80.1 330 516 638 722 t44 B38 W.5 514 53.9 MG 823 508 42.4 036 572 We 36.3 676- 55.3 497 31.8 638 552 497 J 3O F J .J Z 761n 8&5 671 90.4 4B8 721 571 7&8 488 81. S71 67.4 479 5CI 571 60.6 571 55.5 484 432 571 51.8 459 3&0 571 47.0 451 30.9 571 44.6 447 27.0 671 44.5 446 rn Q T n 781n 80.0 542 63.4 474 6&7 512 70.8 465 67.1 512 621 456 50.0 542 56.7 612 51.0 412 40.0 S/2 475 437 33.3 542 42.9 429 2&6 542 40.8 425 25.0 642 40.1 423 2 Z O Q N co 901n 5Z1 407 63.7 387 43.4 407 45.4 365 372 407 39.0 34B 325 407 36.3 407 321 338 2&0 407 Z85 334 21.7 407 28.1 327 18.6 407 24.1 322 10.9 407 23.0 319 F Z96 W 429 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 20.0 358 28.8 3U 25.1 300 21.5 358 24.0 296 17.9 358 21.0 299 15.3 358 192 284 . � Xh 30.1 253 30.8 255 25.1 283 2&9 251 21.5 263 22.5 247 18.8 2&1 18.9 283 18.0 240 1&1 ZB3 16.5 237 (ULICD 27.6 267 26.3 242 2i1 26/ 2&8 230 16.8 Z67 20.6 235 '17.3 2B7 18.3 267 16.5 22B Q8 4V 1201n 22D YL9 223 209 10.3 718 18.8 205 1&7 22B 182 M1 Q TABLE 4B z Anchor CapacityTable bs ANCHOR CAPACITY ADJUSTMENT FORMULA: a m0 s0 ANCHORCAP.,°,°,,,,, 3 mof 9ube0W 2.7k Concrete 3.5k Cana. Hollow CMU Flllcd CMU PT Wootl MeW (D uo)X( )=ANCHOR CAP.,,m tg o --3 rc'� 511a'Eko 7/4.99 Eko 6116'Elco 114'S9 Eko 8109we" W29tee1 972 Steel MULLION CAP.�„r m, Ancl-Type; 3/16'Eka Ultmoon I_Elco Ulbeam 3119•Eba Ulu... V4'Elco Ulbeom PRODUCT REVISED AnehorCOp Patterns Ulbman A99reGator Uttrccon Ap9reGeter Se w(05)senav(G51 S.-(G5) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge OkWnra Ont t' z•1/2 P 2.1/Y 3-vfl' 4• 2-vz• t• 2-1R' r 3-ve• 2• o.4a• 0.64' D.324• CAPACITY REQUIRED•COI'iRESPONDWG TO AN as complying with the Florida Embedment On 1_/4' ia/4' 1-314' 1a/4' 7 1-f14' 1-114' 1-1l4' 1-1 . t-1/a^ 1-v4• 2° 1Jl8' tale^ ledee ACTUAL PRESSURE REQUIREMENT FOR THE Building Code NOA-No. 17-0630.01 2 Anohma 04.75^Min,O.C. Stallard or OOset alp(Fla.1T 390 W3 3900ta 450 lb- 6901be 1644 It. 270lba 280 I1a 3541dz 740lbs 3141ns 65415s 945ba 341 It* 442lba s6D b3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anshan®t.Ib-Min,O.C.I Stendmd(w O8ae6 Cit,09.2k 46084 7DO be WA WA WA WA 3801b3 WA WA WA NIA WA -0-1-b, CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 0 512 6/2021 4 ArmIm@3•Min O.C,/(2)2x5An91e Clips/(FI937 780lbs 720 b3 66016a 1560 Its 18965n 540 In 600 the WA 760lbs 740 ft sw We 1BWlbe 682lbs 685 bs 1120W MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ancham 0.45'MN.O.C.I ll-CUP.1111.125•Alum.(FT9.4} WA WA WA WA WA NIA NIA WA WA WA WA WA WA 71516a CAPACITY WHICH MAY BE USED TO QUALIFY By - 1ArwIorlF-CIlp(F19.5): 196 Me 195 Ws 225 be 445 trs 022 be 135 lb, 14015s 177 b3 370 bs 107lb3 3321be 473 W3 170 Ibs 72116s 280 bs ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da rodue Control 2 Andras 4J 1.15'Mdn O.CI F42ip lFW.Oy 2401M 95016s WA WA WA WA 19015s WA NIA WA WA WA 3N Ws 412 Lb. 560 Ws ANCHOR CAPACITYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24. FIGURE 1: FIGURE2 TABLE NOTES: -� 1.000" f-•- O 0 ® 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. 111111111/y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: `\��aO�.....NN'�'�ii 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' �1�.•'•LICENSE•�C� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q',.' •tr 0 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, �.: NO.58705 ANGLE CLIP MUST BE USED IN PAIRS, - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 66' /t CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL.BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126• 0 O THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(III GAUGE).STRUCTURAL STEEL TO BE AT '�•'•, F ATE LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.75•X.650'MULLION %C�Sv'•.tORIDP,.•'G�2� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 77iS��NAL 0%1:1 A. A'IN LER,P.E. FL P.E.#68705 TABLE SA MuiliOn Ca achy Tablo bs/R2I F Opening Width(far uertirayr-sparrling cotillions)or Opening 1,10olit(for hurl wbil r-sparring mulgoris) 501n 0o N TO In 801n 90 in 100 in 120". 140 160 in [R,cWn9ula TraprTgag- RmbmgLar TraprTdang. Rectangular TreprTdam, Re-t ngdar TraNTdm9. Realangif r Trap/Tdan9• ReclagWar T1aprTdalg. Raomngula` Trap7Tring, PedantryNr 7 P O reWTHmg. Reclo�aler TIap/THne. �♦ I-= 7'i 3.12E"% aadrig Loafing LOadne Loafing Loafing Laadtia Loadna Leading Loedlg Lwdrg Lcadn9 Lmding I...&M Loading Loafing Loadng L-IM Lwdn9 e= U .600"Alum .A• NTubo MuO a o u ci o� o� `p € � � z d �� � a s� � �� a �� s a`a s� d`n f� �a s d`rc a'az as W42N 0 820 170.0 435 170.0 744 170A 476 170.0 868 170.0 506 110.0 982 170.0 519 170.0 111E 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 1To.0 521 154,4 1802 170.0 621 u1 = 1 1n 4BN 170.0 7M 170.0 524 170.o B50 17U.0 584 170.0 982 170,9 MO 170.0 1133 170.0 661 170.0 1275 1T0.0 677 170.0 1417 170.0 6&1 157,7 1577 170.0 uB0 135.1 1577 170.0 6B0 118,2 1577 1740 800 N = (() 50.6251. 170.0 747 170.0 583 170.0 B96 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1485 170.0 756 0 o F 541n 170.0 797 170.0 612 170.0 656 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.E 1401 170.0 $61 106.8 1401 17D.0 861 93.4 1401 170.0 e61 m o 7 CO W 60In 170.0 685 170.0 IN 170.0 1063 170.0 797 15a5 1156 170.0 878 138.7 1156 187.0 928 M3 115E 156.5 017 111.0 t156 140.7 DID 925 1158 1445 W3 79.3 1156 144.5 9M 69.4 1155 1445 003 i- f,9 r., 63In 170, 93D 1T0,0 745 159.8 1049 170.0 630 137.0 100 155.5 660 119S 1049 141.7 840 106.5 1049 1320 836 95.0 1049 125.5 828 79.9 1049 119.3 820 CBS 111* 116.9 819 59.9 1049 118.9 819 Z U m Q Fa '68in 186.E 05 170.0 789 129.0 -W 151.3 804 tl9.1 955 1337 788 1042 856 121.4 775 g2.6 955 112-8 765 83.4 055 ODA 767 60.5 955 09.8 749 59.6 955 98.7 746 52.1 2555 88.7 748 Z U.I� _ c _W CT U j nin 126E 8M 134.9 697 107.0 gM 114.9 882 91.8 BM 101.1 9M SM3 6M 912 659 71.4 SM 839 649 642 8M 7a5 642 535 BM 72.2 6n 45S B03 69.E '6'20 40.1 8M 11.7 627 � O 788i 100.2 721 114.1 629 91.0 721 97.0 818 7fl0 721 85.1 605 �.3 TLI 76.5 595 80.7 721 70.1 586 54.E 721 85.4 579 45.5 721 59.4 589 38.0 721 58.E 964 34.1 721 56.1 6B3 J -1-6 r<Z 7 ¢ .r 73In OLD 6M 105.4 see 84.2 684 89.4 587 722 664 78A 578 611 684 70.4 WT 55.1 664 64A 5% 50S W4 19.0 551 42.1 684 64.1 541 36.1 684 51.3 f3lI e84 50,E sm 0DN 858 514 67.9 456 54.8 614 67.3 448 47.0 614 MO 440 41.1 514 44.0 433 36.5 St4 40.5 427 32.9 614 372 421 27A 514 37.0 412 r3S SN 30D4 514 29.0 4M TO Z "I m 931n 64.2 452 55.7 404 45.2 452 47.0 396 38.7 452 49.9 390 33.0 452 364 384 30.1 452 32.9 310 27.1 452 30.3 373 22.8 452 23.6 305 19A 452 2A.2 452 22.8 355 )( o o188N 38.1 367 38,9 322 21.7 357 327 317 21.2 357 25A 312 23.6 357 25.2 308 21.1 357 22.7 3D3 19.0 357 20.8 299 159 357 IDA 293 13,13 35T 16.2 357 16.0 203 LCWill in 35.1 338 358 3M 7B2 33t1 311 301 25,D 333 28.1 2B6 21.8 336 23.1 292 18.5 336 20.8 298 17.5 338 19.0 264 14.6 338 15.5 278 12-5 338 14.8 335 13.6 269 ® � � y �120N 27.7 2B8 282 283 23.1259 19.8 289 20S 7S8 17.3 2B9 18.1 252 15.4 2- 16-3 240 13,9 289 14.0 246 11.8 289 12.8 240 9.9 28a 11.4 2e9 10A 232 2 U X Q c9 Q Z O O TABLE 56 ANCHOR CAPACITY ADJUSTMENT'FORMULA: a �2 m0 An hoc Capacity Table Ibs ANCHOR CAP.,,,,,,,, m ••-€ '° ;Of m(r SulsUatc 2A COMM 3Sk C.C. Haloes CMU FWed CI4U PT WOOd MHaI (DP,)X( )eANCHOR CAP.wa 6H9taco tr4•es Elca 5fie* co N4•ss Elco 41D Sted al2st.4 gi251ee1 MUWON CAP.,,m,,,,, Anchor Clip Pattema 3h6'Elco u8lam v4'E%ou9wan u�um 3'1C Elco unlsxm 1/4'Eic 11-1on AgPeGaar 11M. AggreG-Gor SCMW(f5)Srrerl(cs) Scrar(OS] USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED Edge Distarce0 1" 2-1/r I t• 2-1/r 3.191" 1' 2-W 1• 1 2-112' r 3-W r D.48' 0.64• 0.32C CAPACITY REQUIRED•CORRESPONDING TO AN as complying with the Florida Eml4mrad n 13/4• 1ar4' 13/4• 15'4' 2- I-W4 1-1/4- 1-u4' 1-11 r 1-1/4• 1414' r Y318' i W vades ACTUAL PRESSURE REQUIREMENT FOR THE Building Code NOA- 2Anrmn®6.75'BOn O.C./SI0n0atl Or Omni Cop 01q 1j $B3 m6 ]BO l9 450 me B93 RA1644 m5 TOM 2SO IW 3541dt 74DIb3 374 cos 6641m Boa Its 3410n 4421n5 5601� OPENING,WHEN IT IS LOWER THAN THE MMULLIONNO. 17•D630.D1 4 AMP=@ 1.15•Mln O.0/stmdard(Or 019e1)CHPO4 4 4130 10a 700 w NIA NIA NIA NIA 380 cos N/A WA NIA WA WA 682 b3 Des Iw 112D Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4AMtOM®3-MIn.O.C./fA 2.IA1ble Clips/ff18.3) 780 cos 780 its 6B01bs 15M Ibs lembs 640IDs 660[be NIA 7601W 748 Ns emm5 16920s 682 cos 565ms 1121 its MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcins O0.45'MN.O.C.1UCIlp,fNO.725'ANm lFiQ 41 WA WA WA WA NIA WA WA WA WA WA WA NIA WA WA 1073 Os CAPACITY WHICH MAY BE USED TO QUALIFY BY i Ammar/FCBp(Rg$ 1M cos 196 ire 225 Its ga51Qt 82210s 1950ss 140 Ws 177 Ibs 3701m 187 cos 332� 47311E 770IDs 22111E 2BO Ibs ADDITIONAL ANCHOR OPTIONS FROM THE Mlamt-0� a Product Control 2 AnUldn D 1.15'14.O.CJ FCIip(Fig R 240m3 350 Ibs N/A WA I4/A NIA 190Ire NIA WA NIA IVA WA 341Ibs L421L9 9601Os ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I-1.000"-I FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 10 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. 3: 3.125" FIGURE ....../ HOLES TO BE DRIULLION AND LLED ION CLIPS SHOWN ARE NOT TO SCALE FOR N THE FIF1D F LLOWING D MEN IS ONAL RE RICTIONS SHOWN ON SHECT DIMENSIONS.SEE T SHEETS 233. P��,•'• LICENSE e FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, '••� 7` No.58705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO nCl 301 SPECIFICATIONS.HOLLOW AND GROUT-FIT I Fn .500" = 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-TS AND BEA MINIMUM OF.125' 73 O J�- �- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1'X 3.125"X.5'MULLION O�•. SATE �Z: LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) ORID P,••'• 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. S�•....... �G (� ,ANAL E ��� A..,"/ .LYNNIMII L ,P.E. FL P.E.#58705 TABLE 6A on RR Mullflon Capacity Table(Ibsiilz) Opening Width(forv6r5ca*sparWng millions)or Opening Helght(for horizorday/-spanning mudorm) 50 in 60In 7D In So In 901n f00 it 120 In 140in 1130b, Z D Reaten9e/af TrwTrimg. RectarLAdar TmpfTdanB Reciangaler Trep711erg. ReOrangular •nap/TdanB Rect�gWar TrapRdalB[170 Rectlnyvtar TrnWTrim91X4n.125 LPading Lading L-drij Loedrg Loading Ldng Loadm9 Leading Loading Lo•4drqdng loading Loadnil Loading Loaf10 lnadm9 Looting LoadinO oYAlufn Tdba _ Je -f a s � � � a L € o .- toMullion a s $ a as s � $ x�p_ � ap gti� sas� a$¢ 9c ¢ .� Q �i d8e �@ �6 g drc �cda� O ` cW42N 170.D 620 170,0 435 170.0 744 170.0 476 1740 668 170.0 50fi 170.0 B92 170,0 519 170.0 1116 170.0 621 1240 17D.0 621 170,0 1486 170.0 521 14i6 1gB9 170.0 521 127.8 1489 170;ti 621 N J NM N 170.0 708 170,0 624 170.D 650 1740 684 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 6771303 170.0 660 130.3 1303 170.0 660 111.7 1303 170.0 680 97.7 1303 170.0 580 50.625 In 170.0 747 IT0.0 563 170.0 8.96 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 1235 170.0 755 117.1 1235 170.0 756 100.4 1235 170.0 758 87.3 1235 1740 756 ~ W6{N 170.0 79T 170.0 612 170.0 938 1740 891 170.0 1118 170.0 759 194.4 1168 170.0 507 1772 1158 170.0 837 1156 170.0 B58 102.9 1158 170.0 661 88.2 1158 170.0 861 77.2 1168 170.0 851 a m CD (n801n 110.0 6B5 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 932 125.1 1042 146.7 815 1112 1042 136.6 Sol 1042 13D.2 701 83.4 1042 125.1 782 71.5 1D42 12SJ 762 GLS 1042 125.1 782 F.. 0 831n 170.0 930 INN 745 151.2 992 163,6 818 12U a92 144.4 709 113.4 992 131.0 782 100.8 992 121.4 766 992 114.E 758 76.6 992 105.4 745 e4.a 992 USA 744 �50.7 692 1080 744 � Z 1aSA 8q 170.0 T0.9 137,9 947 146.0, 700 f1a.1 B47 130.3 768 103.4 947 117.7 752 9f.9 847 108.7 738 64 1022 727 fi8,9 947 85.1 713 69.1 947 D4.0 711 51.7 947 94.0 711 Z N, m 2U C72 In 135.9 849 1427 737 1132 US 121.6 722 97.0 B49 1049 708 84.8 SO 06.4 696 76.5 649 a8.7 686 67.9 fide. 027 075. 668 849' 75.3 659 46A 849 725 652 42.6 849 72.4 651 W d =f 761n 115.5 762 120.7 665 66.3 762 1026 652 t125 762 90.0 640 722 762 80.9 629 64.2 762 14.2 620 57.8 7G2 692 613 4L1 762 62.8 602 41.3 762 59.9 597 30.1 762 69A 595 W J 0 ¢Z 2 Tab 105.9 724 111.4 634 69.0 724 84.6 621 76.3 724 82.9 609 65.8 724 74.4 599 59.4 724 641 S91 53.A 724 63A 5B3 44.5 724 67.3 5T3 382 724 54.3 567 33.4 724 63.5 5fi5 Q -J F- � J r- 90 N 69.6 643 71.8 483 60.0 543 60.7 474 49.7 W 62.9 466 43.5 60 47.1 458 38.6 543 42.8 452 34.8 543 325 446 29.0 W 34.9 436 24.6 543 321 430 21.7 643 30.7 42S F Q Z N W OBIn 67.3 476 68.9 427 47.8 476 49.7 419 40.9 478 432 02 35.8 476 36.5 400 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 388 20.5 478 25.6 380 17A 478 242 376 n N mp tip 1CeN 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 262 377 26.8 325 224 377 24.0 321 20.1 377 220 317 16.8 J77 19.0 310 14A 377 17.1 304 III In 37.1 35I 37.8 323 30.9 357 31A 318 26.8 357 2.6 313 23.2 357 2M 309 206 357 22.0 3D5 145 357 241 301 16.4 357 17.4 294 ' x oY Y In 29.3 30B 29.8 279 24A 308 29,1 274 21A 308 21.7 270 18.3 306 102 267 16.3 306 17.3 144 N 17.0 212 172 186 Qa a s' Z m TABLE 68 Anchor Capacity Table Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (pL €a m0 ANCHOR CAP,,m,,, U o m° -2 p-/ 9uDstrata 27k Camreta 3,Sk Cant. Hdbw CMU FlUed CMU PT Woad MmW (DP)X( )=ANCHR CAP.,,„ 01 916-Boo 1ra•6s Eto ela•oca 19"SSEIco 6m8tod 8126tad 012 Stool MULLION CAP.,,a,,,,a PRODUCT REVISED Mctlarlype L76•EloO lAtraeOn 114'Ek0 UNxon 3'16'Et..Ulb-on 1/4•El-Ultdcon Anchor CUP Patterns ulmaaon AMMGMa Uttreoon A9gre(iahor Sow(G5)Sew(ns) Sc-(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR as tom 1vymTg with the Florida P Edge Dist-0nk 1• 2-1re 1• 2-10 3-va" 1' 2-1W 1• 2-10' 21 3•U6" Y 0.4a• 0.64• 0,324• CAPACITY REQUIRED-CORRESPONDING TO AN Building Codo EmWdnenl Mk 13/4' 13/0 1.3/4' laia' 2' 1-1/4• 1-1/4' 1-114• 1-1M• 1-1/4' 1-114' 2- 13/a• tale• ledao ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anctmm 04.7S Mtn.O.C./Standard or Offset alp(Fig.162y X*Los 39MIoa 4501bs 890 Ws 16"Its, 270 Me 290 too 354 ma 740lbe 374 IM 654lbs 94816s 341 lbs 442lbs 5m WeOPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021 4 Anatron @ 225'fi0n.O.C./standad(arogse0 Cllp(R0.3k 700 fos 700IM 580 Ibs 1410lbs 952 as WA 560 to. WA 630 me WA NO lbe WA 682 lbs 885 Ibs 1120 The CAPACITY(FROM THE TABLE).OF THE SELECTED 8Armh-Q1.15'Min.O.C.1 Standard(or oMeO CUP(FlO.4Y 960Ns 1400Me WA WA WA WA 7601be WA WA WA N/A WA 1363lbs 17700m 22Wms MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Anthem®3"Min 0,4/(2)Dt5 Angle Clips I(Fig.R 700 2m 780 lba 6W me 1583 ins 1B98IC 510 0. 580 too WA 7601bs 748lbs Be01be 1822 its 682 Ibs 585 Its 1120 me- CAPACITY WHICH MAY BE USED TO QUALIFY MI.-D a Pro uc Control -- BAncho 0 3'MIn.O.C./(2)20 mola Clips I ft.R 11701hs 11701oa 10201be 2340 los 2844 Los 810 to 840lb. NIA 1140 Ws 1122 ins 1320 Ibs 2876 me 1022Ibe 1327 1oa 1680®s ADDITIONAL ANCHOR OPTIONS FROM HE 4 Anchom®0.45-MIn.O.C.I U-Clip,lelo,i26'Alum,(Fla.7): WA WA WA WA WA WA WA NfA WA WA WA WA WA WA 1d301os' ANCHOR CAPACITY TABLE 2Anohom®2.75'MN.O.CI F-GN 1R0.Bk 3601bs 35111a 2�Ibs TOS Ibs 478 toe WA 280[be WA 3151os NIA d40 to WA 341 Ito- 442lbs 00 1 W 4 Anthem C 1.15-MN.O.CI F[21p(rill.9k 480lbs Toil R. WA WA WA WA 300 Ibs WA WA N/A WA WA 682 toe 8851bs 1 t20 Ws NOTE FOR HE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I 1,000- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: 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. 1 Y LYN • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�``\'Cao 10EN q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.00" TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _1�.7 No,58705 FIGURE 5: FIGURE 6: FIGURE 7. SUGGESTED,APPROXIMATE HOLE LOCATIONS. *- • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A ••. a `1 7�-;Cu • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW •125• n'•, SATE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125•THICK STEELL i '•.j5COR1OP.•.• ��. ANGLE CLIP FIGURES 588 MUST BE USED IN PAIRS. AND STUDA36.ALL ANCS TO BE A HORS TNIMUM O META SE 33 ALL EXTEND A.045'THICK 1T LEAST 9 SCREW THREADS.STRUCTURAL BEYON HE TO BEAT MATERIAL#10 RK /''/SS�ONAL�?�\`\ #12 ANCHORS INTO WOOD MAY BE STEEL,iB-8 S.S.OR dill S.S. MULLION A.CS'NNI MILL'EIQ,P.E. FL P.E.#58705 TABLE 7A ® � Mullion Capacity Table Ibsfie) Opening Width reerlica s annin mullions or0 Opening Height for horim anni mullions) P 9 (� �Y-P 9 ) P 9 9 ( itta9YsP n9 ) G b 60 In 60 in TO In 801. 90 In Iw In 120 In 140 in ISO In g�1 Roctarlgdaf long. Rectangdar TmprRlan& Rectnn tar 7tapTdanti Ractan9llar Trep/Rfang, Recten guar T1sNTnan. Recteneunr T ' 7YeplT W 9 A raplTdan9. Reetengula hapl7dane. Reclar,gular TmplTrienp. R<ctal9alar TaNTdeng. F X 4 X.37b Loadn9 Lcadng Loadn9 Loadn9 Loedmg Loafing L9adng Loafing l0atlina Lcedn9 L dng Loafing Loafing Loading loading Lcadn9 Laadng Loadng Alum.Tube ox 8.71 F P r r r r a r g r p r r r r r r r r r r r a 04 Mullion 9 14 jig '2 3 ag g b $ ¢' t8 L8 �� $ se sE 8 $ ;y0 6 fr fr § S fr �. fr� 6 6 6 6�y fr fr fr fr fr `� 6 s_ '�� age Ens �� _ S� g5 � � � � U) w w a s'@ e s a`a f� � s� z s ark s a`a s@ rc s d` �a s rc fB �_ a 12 2 w Z nr! w 112- 48170.0 6ZO 170.0 435 [170.0 746 170.0 47S 170.0 88B 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1736 170.0 521 170.0 1983 170.0 SM w 170.0 708 170.0 524 850 170.0 684 170.0 992 170.0 630 170.0 1133 17D.0 661 170.0 IZ75 170.0 677 170.0 1417 170.0 680 170.0 170D 170.0 680 170.0 1983 170.0 600 151.8 2=4 170.0 Sao C0 170.0 747 170.0 583 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 759 170.0 1703 170.0 756 156.0 1919 170.0 765 136.6 1919 170.0 756 FN- LL170.0 797 IM.0 612 956 170.0 691 170,0 1111 170.0 7. 17RD 1275 170.0 803 170.0 1434 170.0 837 170.0 104 110.0 aw 159.9 1799 170A 861 137.1 1799 170.0 361 120.0 17M 170.0 Sal OlL CD¢ C, U7 170.0 985 170.0 701 1063 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 944 170.0 1594 170.0. 996 156.5 1619 170.0 IBM 129.6 1619 170.D 1063 111.0 1819 170.0 1063 972 1619 170.0 1063 � � tD LU170.0 930 170.0 745 1116 170.0 850 170.0 1302 170.0 840 170.0 1468 170.0 1016 166.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 169.E 1168 IDO.7 1542 167.8 1157 ea.1 1642 187.9 1157 gn 170.0 874 170.0 7B9 . 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 f036 1428 1472 168.8 1148 128.5 1472 158.3 113D 107.1 1472 147.8 1108 91,8 1472 146.0 11" 80.3 1472 146.0 lim Z Z U)i' m 2 0 721n 170.0 fOM 170.0 .678 170.0 1275 170.0 1009. 150.8 1320 '166.2 1101 132-0 1320 149.E 1082 117.3 1320 137.8 1066 105.6 13M 128.6 1049 118.0 132D 117.0 1024 76A 1320 112.6 1013 68.0 1320 112.6 1012 LU g 50 5O J 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 1122 1164 125.7 978 99.7 1184 115.3 964 03.8 1154 iD7.5 B52 74.8 11M 91.6 935 64.1 1134 93.1 927 50.1 1164 923 D25 FC- _ IL o Z N .I E 781n 166.1 1124 171.1 117 138.4 1124 147.0 965 118.6 1124 128.8 94T 1039 1124 115.E 931 923 1124 105.8 916 53.0 1124 99.5 906 992 1124 89.0 B90 59.3 1124 84.3 681 51.9 1124 832 878 7 H- J 90 in 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 321 724 STS 844 73.3 712 60.1 80A 68.5 702 64.0 644 t 45.0 9M 54.2 678 38.6 844 MO Sea 33.6 044 47.7 662 FZF Z ¢ N 96In 99.7 742 91A 663 71.2 742 T7.2 652 83,8 742 fiT.2 641 65.7 742 �.5 631 40.5 742 64.1 622 44.5 742 37.1 742 43.6 WO M.8 742 39.8 690 27.0 742 37.6 664 a I- 41 illZ �O ddto to 10B in 620 586 63.9 630 52.1 686 6J.B 621 44.7 988 46.e 513 39.1 586 41.4 50.5 74.9 586 37.3 498 37.3 580 26.1 586 �.6 481 22.7 686 Z&8 472 19.6 606 24.7 466 ~® O 4ow ❑ 1111n 57.6 555 $8.8 503 48.0 555 49.5 495 412 655 42.9 487 36,0 055 38.0 450 32.0 656 342 473 28.0 fi55 24.0 'M 27.1 4" 20.6 55524.3 448 18.0 555 22.4 442 N X45.6 475 48.4 433 38.0 475 39.0 {26 326 47S 73,7 420 28.6 475 29.8 414 25.3 475 26.8 409 Z2e 475 19.0 475 21.1 395 10.3 476 137 387 14.3 475 172 381co /441n 0.4 330 28,7 3B5 7L0 330 224 ]O1 19.9 330 19.3 Z97 16.5 330 17.0 293 = C~.T x Q L7 d 2�--• Z m O TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA; �_:� 0 s'q Anchor Capacity Tablelbs ANCHOR CAP•,,,,,,,, 0 8 1 Of satatate: 2.7k Concrete ask mno. 14Buow cMu Fined aetl PT woes Mew (DP,„)X( )=ANCHORCAP.,„ - S.EXO 1I4'SSElco 5/16'Elco 1/4'66Elco MOSIee1 612 Sfed 012S1cd MULLION CAP.,,,,,,,,,, AnchorType: 3116'Efac Ulbacon 1I4•Elva unreoon 3I16'Bco U3racon 1l4'Elw Uitrecon PRODUCT REVISED Anchor ClipPatterns Oi"M Aaan:oamr 'UlI-1 Aggm6ator Sclaw(GS)Screw(G5) Screw(G5) USETHIS FORMULATO OBTAIN THE"ANCHOR as camlln with the Florida Edpe Mtance(In): I. 2-11T 1• 2-17 3.1/8' 1• 2-12• 1" 2.11Y Y 1t18• 2- 0.48" 0.54- 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Building Code Embedment(Ent, I„W4' is/4• I 1d/4' 1-34• P' 1.114' 1-114' 1-1/4' 1-114• 1-114' 1-114• 2- 1-w I-W M. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Amb ®a.7S Min.O.C./Standard❑OSset C5p(RO.182): 390II1a 3901os 450 me 890Iba 10541be Z7011 280M 354Ibs 7401bs 374161 6641b6 9011,3 34115s 442 RA 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atmhom O22S Mtn.O.C.I SleMetl(or 05setl Clip(Fip.3): 700IGs 700 ins Sea ins 1410IM 952 B,s WA 56016s NIA 030 un WA NO ma WA 682 me W51ts wo m CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 SAnchors O MY Min.O.C./StenOad(or ob",Clip 960lbs 1400 lba WA WA NIA WA 760 lbs WA WA WA WA WA 1363 tis 17TD Its 2240 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Amhms Q 3'N.O.C,/O3?rS Anple QIp.1 l Rili Sk 780lbs 7800s 680 ma 1SSO Ibs lase 1bs 540 ns 560 Un WA 76016s 7461ba BBO lbs 18921. 6821bo 985 Its 1120 ins CAPACITY WHICH MAY BE USED TO QUALIFY Miam a Product Control 6 Amhm 40 Y MM O.C.I M NO Angle Clips I(Fla.6p 1170 lbs 11701ts 1020 lba 23401ba 2641t4 610 ins B40tbs WA 1140 gs 1122 OM t370 ins 2036 me 102216s 13271b5 16a0 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 AOahws®0.45 Min,D.C.1 U431p,Into.12VAhnn.(Fig.7): WA WA WA WA WA WA WA WA WA WA N!A WA WA NIA 1430 mo ANCHOR CAPACITY TABLE 2 AncM 4]225'Min.QC/1 C 19(Fig,07 350 ins 3500. 290 Dv 705 as 476 Ob WA 28,Ibs WA 315 ins WA 44016s WA 247 @7 4421te 66016e , 4 Anchors®1.15•Mkt.O.Cl F.Clip(Fig.SY 4801te 7001bs WA WA NIA WA 380 ins WA WA WA N/A WA 6821bs a85 lbs 11201bs NOTE FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •-•1 1.062" r"- --j 1.00V r-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET i 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 ALLOWABLE. /1 ! \a�NY'LY viv • • • • • • J • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE S;.•'•LICENSE•-`XtT 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. _=Tp; No.58705 FIGURES: FIGURE IS; FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE • • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMWUM SHALLBE ��,n'•, SATE 8083T5 AND BEAMINIMUM OF.125°THICK.STEEL STUDS TO BE MINIMUM GRADE 33 AND.046' .376' .........4<ORIDP THICK(18 GAUGE.STRUCTURAL STEEL TO BEATLEAST.I2S THICK AND A36.ALL ANCHORS T ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375• 1 1'X4'X,375'� � s10NAL E�1�� ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 S.S. 'r-MULLION MULLION A.LVNN N14W& ,P.E. FL P.E.#58705 TABLE 8A Mullion Capacity Table Ibsif - - - Opening Width(foroerBrally-spanning mtAora)or Open(ng Height(for hodzortaly-9pemfng mullions) r! SO N' 60 In 70 In BO N go h 1001. 1201n 140 in 160 in o Rest n901 TraplTdnny R-Lang l.r. T,epfTrta-9 Ractangulnr 7tapll7iMg. R..wowar TFep/Tden& Reeten9Wnr TraPRrl a�. RerlangWar TmpRlan9. Reetan9Wer 7raplTdany Rxeteneular 7tap/rdan9. Redon9uhv TrepRrlen9. rc 126"% loading Laadlg Loadng Inadn9 Loading Loading Loading LoadN9 Loacin9 Loading Loading t.o0dn9 loadg L=In9 Loading Landing LoadnO Lc4dig 2E 6 3.188"% x_ �' F 3 $ e'' x g x r _a x 2 b• F z' :�' & E•_ ' x .� 2'_ - _ J .266-AlumTube �a >�� �g g a �� Ws a � B a LL a$ a� �� is a15 aK c7 Ge 8 Sg 6� 8$ 5 8a 8� U� sh e 9 � 6 8s mU 6 6� 6 § .51 6� 4 �_ x a � y y❑1 I- i .6 il a d- ZJ 5cc�- F9 �4� (1E�q' ¢ "' 13£ g-g 7 9 7 ]$ �r {p,ffi I > Z IE Mc - 6& 2c 1"� ��. C `s <Ry fc a¢ "sc dr¢ fE 0.' Sc ¢ mac, dr¢ ¢ 3c � Ec K �E Q¢ �c U1 42e1 170.0 820 170.0 435 170.0 744 170.0 478 170.0 80 170.0 505 179.0 902 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.E 1769 170.0 621 N - N 481n P17O.0 T08 170.0 524 170.0 850 170.0. 584 170.0 992 170.0 630 170.0 1133 170.0 W 170.0 1275 170.0 on 170,0 1417 170.0 680 154.0 1543 170.0 680 132-7 1545 170.0 630 110.1 1W 170.0 680 rA ix 50.625 in 747 170.0 W3 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 1468 170.1i 756 139.2 1468 170.0 756 110.3 1468 170.0 756 104.4 146a 170.0 758 a x 54in 7S7 170.0 612 170.0 05a 170.0 691 170.0 1116 170.0 764 170.0 1273 170.0 W3 1611 1376 170.0 837 14a8 1376 170.0 856 1223 1376 170.0 861 104.8 1376 170.0 861 01.7 1378 170.0 Gal K ED rA O a U) W In 885 170-0 701 170.0 1083 170.0 797 168.9 1155 170.0 870 139.0. 1155 167A 930 123.6 1158 156.8 919 1112 1158 150.0 912 92.7 1158 144.8 805 79A 1158 144.8 805 69.5 1158 144.8 BOS f=" W 671n 930 170.0 745 160.1 1351 17n.0 650 137.2 1051 155.9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 wi 1051 125.7 830 80.1 1057 119.5 822 68.6 1051 118.1 821 60.0 10.51 119.1 62f C1 � Q 66in 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104A 957 121.6 777 92.8 957 112.8 767 no 957 M6.6 769 69.8 957 100.0 750 89.7 957 98.9 748 52.2 657 98.9 748 Z z` m UJ 72N -80/ 1352 698 107.3 609 1152 fib B1A 804 101.3 671 80A 804 91.4 660 713 804 84.1 fi50 64.4 Bpt 78.8 613 53.6 804 723 6J7 46.0 804 69.9 629 40.2 804 68.8 628 j 76 N 109.E 722 114.4 630 912 722 $72 618 78.2 722 11.0 606 68.4 722 1..1 596 60.8 722 70.3 588 54.7 722 65.5 NO 45.8 722 69.5 570 39.1 7M 56.7 5M 342 722 562 564 ? _j O& z 7 g 78N 101.2 68S 105,6 600 04.4 685 89.5 US 7ZZ OS M.6 577 63.3 685 70.5 568 562 685 04.5 560 50.6 685 60.1 553 422 685 64.3 843 36.2 60 61.4 537 31.6 535 50.7 536 F„ N e-• 901n 65.9 615 88,0 457 64.9 515 57.5 443 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.0 425 33.0 615 37.4 422 2..5 515 33.1 413 23.5 515 30.6 407 20.6 515 29.1 404 F Q X Z N : Do In 54.3 453 55.8 404 45.3 453 47.1 397 3e.8 453 41.0 391 33.9 453 36.4 305 302 453 33.0 379 Z72 453 30.4 374 22.6 453 26.6 3W 19.4 453 24.3 380 17.0 453 229 356 C7 I--' co°f W a WO QO 1081n 38.1 358 39.0 323 31.8 J11 12,8 3% 27.2 358 28.4 313 23.8 358 25.2 308 212 358 22.7 304 19.1 358 20.8 300 15.9 358 16.0 293 t` (n y 111 N 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 220 338 232 293 19.6 738 20.9 289 17.6 338 18.1 285 6 X 120N 27.8 290 28.3 ZW 232 ZBO 23B 260 10.9 23D 20.6 258 17A 290 182 255 15.4 290 18.4 249 2 U a ?> N 1441n 16.1 20t 18.3 186 } <aT Z..� TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: r0 x0 o - " €o go 01 AneharCapacity Table(MR) ��b� ANCHOR CAP _ w ¢ Suhstrata zit Calerae 56t Cant HUM adu Filled CMU PTwom Mnai (DP-)X( )=ANCHOR CAP.", 5'16'El'o vrssOco5n6'eco i/rSSEft. #10Ssad x12S1m1 d12Sle MULLION CAP.,,",,,,, PRODUCT REVISED AnchorCilp Patteme Anchor Type 3n6•EicO unrxm 1I4•Ek0unlacon Uerxon 3'7G ElcoUgrxm yr FxoUoacon A9grL�or Utrecan AGOMGMa screw(GS)Scror K95) Scrow(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edgegstrcepn) 1" 2-v2' 1" 2-1/2* 3-le 1• 2-Ur 1• 2-772 2' . 31/5' 2• Moo 0.5r 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN 8ulldng Code Embelvietl 6 I-". lair 1514• 7SIr r i-vd• 1-1111, 1-114" 1-114• 1-1/4• 1-11r 21 1-38° 13/8• rms ACTUALPRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anclela Qd75'66n O.C/StmelO¢Oa;el CBp(•rtg 2 3W ms 390 i19 A50 Ina B90M 16U MI 27o Bu 280 M. 354e8 7401ts 374 Los 6640a 046 Ve 34110s 4421ia 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0 512 6/2 0 2 1 4 Archers@ MY Min.O.C./Siffl=(or Q'aet)C6p 919 ZP 4801DS 700 1135 NIA WA NIA NIA 310 Oa N/A WA NIA WA WA Su BOB 1181 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4Antlee Qr MN.O.C./�WAngie Clips/�Ig 3): 78f110s 780 Ba 66o®e 138o In' 1�i161 640 t9 560 h5 NIA 7601cs 74B lna eeo lM 1892 N5 692 ms emus flan ms MULLION.IT WILLYIELD A MINIMUM ANCHOR By 4..00.45"MIn.O.C./0{2tp,Into.126-AWn ft 47 NIA WA WA WA NrA NIA WA N/A WA NIA IBA WA N/A WA 143019 CAPACITY WHICH MAY BE USED TO QUALIFY Mfaml-0ad roduct Control. _ t Arclnr/FGIp B796Y 195 Es 1B5PB 225 Ins 445 Me 622I0s t35®s 7400s 177IM 370 fle 197 ibs 3921M 413. 170 D5 221 I0s z8010s ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancran Q 1.15•NJ00,Cl FOI g6T MD. 2WIM N/A 10A WA N!A 1B010s NIA WA NIA WA NIA 341 Its 442 M5 W0ilia ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: - TABLE NOTES: ® e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I ® ® ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 114111 I I I I I I//7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `��`J�O .....,,•• '%���i� i FIGURE 3: 3.188" ` ��,•' L10ENyF (( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS x. No.58705 ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265, _ �- IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL �• ATE p FIGURE 4: FIGURE 5: FIGURE U: r 'n <[/ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE '••;°[OR1DP„•'G�C�� 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM G RADE 33 AND 1S ® .045'THICK(13 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A38.ALL 7.25'X 3.188'X 26S MULLION �i��S�O O NAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) /7j lillit 11111 #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 l I 1 TABLE 9A ® n Mullion Capacity Table(Ibeff Opening Width(farverOcBM-9penntrg mtd0ons)oroponing Height(forhorizonla0y-epanNng mdflom) 9� 50 N 601n 701n 801n 90 N fa01n 120 In1401n i80 N 2 W = O 126 i925 Rectangular TwpiNwg. Reclan9uar 7np/Tdana, Mumgdu TmpRrarg. RmtenpWar Tropndanq Recl vt9 r Twp mn0. Rmt.N.W Tmprtdwg. RectmaWu Treprnt.". RWangWu TraplTdanB Lo Reelanguler TmprTdanO Leadhg Luting Loafing Loadmp Lnadhg Laadin9 LoadN9 LoedNO Loednp Loafing Lading LoedNg LOBurg LoadNO laedlnp LoedinA adNp LoadN9 %.100Alum.Tube 02-` a a g a a a P t b A A a a d Mullion 9 421n 170.0 020 170.0 435 t70.0 744 170.0 478 170.0 Beg 170.0 505 t700 992 t70.0 5t9 170.0 111E 170.0 521 153.3 1118 170.0 521 127.7 1118 17D.0 521 1015 1116 170.0 621 958 1118 170.0 621 W O = 481n 170.0 700 170.0 624 170.0 B50 1T0.0 5Bd 167.8 078 110.0 630 f4&7 078 voc 861 130.4 978 170.0 677. 117.3 078 170.0 860 B7.8 97B 170.0 SBO 83.0 97B 170.0 680 133 978 170.0 BBO .J.I 50.B25N 170.0 747 170.0 563 170.0 898 1TO.0 01 150.7 921 1T0.0 684 131.9 B27 1085 708 1171 027 159.1 B89 10.5.5 02T 156.3 696 87.9 927 16&3 895 75.0 927 168.3 695 65.9 927 ISS3 695 E r72 170.0 797 170.0 612 164.5 869 170.0 691 1325 869 153.9 623 116.9 BOB 141.0 (I89 103.0 869 134.0 660 927 809 129.E 664 77.3 869 126.E 652 66,2 869 U8.8 652 57.8 869 126.E 652 4=9 Ill 0 0 143.2 146 163.0 B34 11d4 746 192] ta0 1D2.3 146 117.E BOB 80.5 740 107.8 609 79.8 746 101.0 592 71.0 740 See 587 60t7 748 913 681 51.2 746 93.3 583 44.8 146 93.3 683 K m rn 123.7 677 132.0 on 103.7 677 179.A 68B BB,4 B77 190.4 655 77.3 817 81.4 64B g9.7 67T 89.2 539 61.9 07T 81.0 5N 61.0 677 71.D 62D 44.2 677 76.7 528 30,7 677 70.7 62B V O (.D LQ4.1 630 80.7 817 67.g 519 78.9 Bt7 BB.3 B00 87.3 817 78.3 600 59.8 617 12.6 494 5&B 017 68.7 469 44.8 617 64.4 4B3 MA 017 63.7 4112 33.8 617 63.7 482 � LEL il 925 618 87.1 490 8&1 518 74.2 440 69,2 SIB 66.2 432 51.8 51B 59.8 q25 48.1 510 6/1 410 41.4 618 50.7 414 34.6 51B d&8 dOB 29.0 B78 45.0 405 249 51B 46.0 405 Z rn°Z19 705 465 71T 406 58.7 466 62.8 398 60.3 485 54.9 300 44.1 465 49.4 384 39.2 /65' 15.9 376 35.2 406 422 374 29.4 S65 983 387 25.2 485 38.6 384 220 <65 381 3fi3 � j o O 78 In 85.2 441 8&0 387 643 441 57.7 379 48,8 441 60.8 372 40.8 441 d6A 786 361 441 Ate age 328 441 38.7 358 2T2 A41 34.0 340 23.3 441 33.1 349 20.4 441 32.7 346 J cC O U Z OO N 42.4 332 414 295 35.4 332 37.0 289 3D.3 332 323 284 26.5 332 28.6 180 27.8 332 28.1 276 21.2 332 24.1 212 173 332 21.3 260 16.2 332 19.8 262 13.3 332 10.) 260 Q O r r ] O BBN 35.0 291 95.9 260 28.1 291 30.3 258 25.0 201 28.4 252 21.9 291 23.5 245 19.4 291 21.3 244 17.5 291 10.5 241 t4.g 291 17./ 238 12.5 211 16.5 232 Z Q N 07 fOBN 24.8 2J0 26.1 20B 20.6 230 w 23D 1&3 201 15.d 230 181 186 F X Z_bj is w m 111 h 22.6 216 23.1 197 1&8 21D 218 1B.6 i91 14.1 218 14.9 189 #* ^ (n N O QO 120 h1 1lS 10T 1&2 170 149 iB7 W n7 w LO rn L77 U `! C z O O IL oo m TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: p 111 �m Anchor Capacity Table h9 Substrate: 27k canamte 3.Sk Carle, NABow CNU F61ed C61U PT Wood Melel pp� ANCHOR CAP.,,m,,,,,,, U 6He pao 1/4°SS Eico 5/16-Elao I-SS Elea WN/AWA 012 Steel d12 Steq ( )X( >=ANCHOR CAP..m MULLION CAP.,"m,,,,,. PRODUCT REVISED AtwnOrlype: 3I16•Elco Ullmc°n tM•Eka Ultrmon 3/76^Elco ulimoon 1/4"Elco Ullrecon USE THIS FORMULA TO OBTAIN THE"ANCHOR as complyingwith the Florida l/ttmoen AgpmOalaP Iglrecon AAeragalar Screw(GS) Borew(G5) i Anchor CUP Patterns E63Te Dlsimce 6n): 11 2-1l2' t° 211T a-i!g• 11 2d12• 1" 2-IM 2' 3-1/8• 2' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Coo j Embedment MT 1-24• 1514' 144' 1a14' 2" 1-1/4' 1.1/4' 1-1l4• 1.1/4' I.Iw 1-ve 21 I-W wdes ACTUAL PRESSURE REQUIREMENT FORTHE NOA-No. 17-0630.01 2Aawn04.75'Min.O.G1 Sleadwda 01f661la I-1111-1T 39011 390 IDa 4501- B901bs 1644 Ibs 2701ha 2B0Na 39416s 7d0105 3T-0IDs 884 IDs 9481Ds M. 4q2 ma 5501Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anehomfig1.15°MIa O.C.16W.Jard I.,00seq CJIp(Fla.2j 4809- T00 ms WA NIA WA WA 380 We N/A WA NIA WA WA B85 fbe 11200e CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date. 5/26/2021 q pnahars®3•Min O.C.I(2)2a9 Angie Oipe/(Fg.7Y iBO ms 7801bs 880 ma 1560@a 10981be 6401ba 5601Da WA 7809+s 748Ibs 8801bs 1892Iba 8851ba 7720Iss MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3Arofmn®054'MN.O.C.I UCOp,bto.1D0 Alum.(F1p.42 NIA WA WA WA WA WA WA NA NIA NIA NIA WA WA 9501bc CAPACITY WHICH MAY BE USED TO QUALIFY Miam Product Control 1 Anchor/F-Olp ff10.6T '1�IDc 195 lbs 215ma 445ma 8221bs 135lbs 140 the 177Ibe 370Ihs 1871bs 332@s 4731bs 2211bs �OIOs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchwe Q 1.15'Min.O.G!F CgP(Fla,ek M.me 3501be WA N/A WA WA 1801hs N/A WA WA NIA WA 341 Na 4421Da SBO Ibs ANCHOR CAPACITY TABLE FIGURE I: FIGURE 2: TABLE NOTES: 1.260° F-1.250-1 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e O ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)UNE AR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. L 11 I I I/l I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" 3.260' , � NY_.Y... 4f �'I" ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1��1; UCENSF'•,C' i' ® ® BE USEDCLIP SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •, *; No.58705 B PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ 7k GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -•0 y BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE *ATE F1 FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �0T'•, 9 ATE / © • .045"THICK(18 GAUGE.STRUCTURAL STEELTO BE AT LEAST.125"THICKAND A36.ALL .100' �i� ''•A,[ORIOr;•••' �C�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL U6°X 325'X,100' 1.25°X 3.25•X.100• #10&&12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR �/7 cONAL FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN M112MR.P.E. FL P.E.#58705 TABLE 10A o � 5517 Mu91on Capacity Table pba7fitl) Opening W alth(fdrverbeely-spoluling mttilors)or0pening Helght(forhodzante9)"spannilg andhom) It 88k 60 In Eo in 701. 1 80 in go In 100 in 1201n 1401. 160 N 0 126 X3Z6 Raetarguur Ta nla g. ReetangA. Trnplid-lg. Reetenguler Trap'rdalg. R.atongular Traplydang. Reaanguier TrepRdong Rodangalar Trap/7dang. Radvngular Tap?ilana. Re"datgalar Trep/Tdan0. RaclMguler T1ap7rl.1; ... Loading Wdleg Loading Laamng Loading Loading Loa&9 LuodnB Loading Loading Loading Loading Lnndln9 Loading Leading Lon6m9 Leading Laading o� w X.624 Alum.Tube •8 �d ~ .m-. E^ '� 9» E.. •�.. ,. fi ,. 'E E.^ Muhion dr a ee m E� ss ., sg m a�. $ �� �� �� �� o �, U ox o U� ��, m� ��. € �€ uT u" rig 0' ua u is 4i u o ue o is u' 9ie u u o u u d� U 3 a g $a sg 3 3 =P �� a =s `' s Q �' =P a �� o to =da w � @, a`� �'�• e"d �, d� a'� � 8� fit;. �� � �� € �� s'� fd � d`a � �& $� �ffi ae de`� z� d`rc i� d`n: " UZ W 42 in 170.0 620 170.0 43S 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 613 170.0 1116 170.0 921 170.0 1240 170.0 521 170.0 1463 170.0 521 170.0 1736 170.0 621 170.0 1933 170.0 521 w J J U dB In 170.0 709 1T0.0 624 170.0 850 170.0 fi84 170.0 992 770.0 630 170.0 1133 170.0 661 1700 1275 170.0 677 110.0 1417 170.0 680 170.0 1700 170.0 600 169.7 1979 170.0 680 148.E 1979 170.0 680 K 5 (/) 50.825 In 170.0 747 170.0 553 170.0 896 170.0 631 170.0 1046 170.0 634 170.0 105 170.0 723 V0.0 1346 170.0 747 170.0 1494 170.0 756 110.0 1793 170.0 756 1525 1877 170.0 766 133.E 1871 170.0 756 2 �$ 3: 64 In 170.0 797 179.0 912 170.0 95G 170.o 691 170.0 1116 170.0 764 170.0 1276 170.0 803 V0.0 1434 170.0 837 170.0 1594 170.0 856 196A 17ES 170.0 661 134.1 1769 I70.0 861 117,3 1753 170.0 091 a I11 M W fi01n 170.0 BBfi 170.0 701 170.0 1063 170.0 797 170.0 WO 170.0 A7B 170.0 1417 170.0 944 161.1 16i1 170.0 996 146,0 1611 170.0 1033 120.E 1511 1T0.0 1063 107.8 1511 170.0 1D63 50.6 1511 170.0 1063 U (p U rram�.. Gain 170.0 930 170.0 74fi 170.0 1116 170.0 850 170.0 1302 170.0 940 156.E 1370 170.0 1016 1392 1370 170.0 1076 126.3 1370 164.0 1082 104.4 1310 155.9 1072 09.6 1370 155.3 1070 70.3 1370 165.3 1070 W Z Fn 6fi In 170.0 974 IT0.0 789 170.0 11fi9 170.0 903 155.6 1248 1T0.0 1002 1361 1248 168.8 1013 121.1 1248 147.1 1000 108.9 1248 179.0 9B7 90.8 1748 130.4 978 77.8 12d8 129.0 876 68.1 1240 179.0 876 Z 7 N d m s Z J m rgU _ J Mln 167.8 1049 170.0 878 139.9 1049 150.2 692 119.9 1049 132.1 876 104.9 1049 719.1 860 93] 1049 109.7 046 83.9 1069 1g2.7 Bag 69.9 1049 97.3 026 69.9 1049 91.2 B20 62d 1649 91.1 B20 W � J >O 0 Min 142,7 861 I49.1 027 118.9 941 11&B 805 1019 9t1 1112 791 89.2 941 100.0 7R T9.3 941 91.7 766 71.d 841 e5.6 767 W.6 941 77.8 744 61.0 941 74.0 737 4/.6 941 73.3 736 J �Z To in 132.0 894 137.6 783 110.0 89d 110.9 757 94,3 894 1074 753 82.6 694 91.9 740 73.3 894 B4.1 730 66.0 894 78.3 721 55.0 894 70.1 70T 47.1 B94 87.0 701 41.3 6% 66.1 693 j Q R o < go In 85.9 671 88.7 596 71.6 671 74.9 585 61.4 671 66.3 575 57.7 671 6B.2 666 47.7 671 629 SSA 43.0 571 4B9 551 35.8 671 43.1 639 30.7 971 39.7 531 26.9 671 8/.9 626 Q N Z 931. 70.0 690 72.3 627 69.0 690 61.4 516 50.8 690 63A Soo 44.3 590 47.6 602 39.3 590 43.0 484 36.4 690 39.6 4eg 29.6 690 34.7 477 25.3 690 31.6 411 22.1 590 29.0 464 F- ¢ X Z W 108 In 49.7 466 50.8 421 41A /66 42.8 d1/ 355 486 37.1 408 31.1 48fi 329 402 27.5 466 21T 396 24.9 46G 27.1 301 20.7 466 23.6 382 17.8 466 21.2 375 16.6 46G 19.6 770 [Ua7 N° O 15 1111n 45.8 441 46.7 400 30-2 441 39.3 393 32.7 441 34.1 787 2e.6 441 30.2 382 26A 441 27.2 376 22.9 441 24.9 372 19.1 441 21.6 363 16.4 M1 19.3 356 14.3 441 11.0 351 W C, 120In 36.3 378 36.9 34d 30.2 378 31.0 339 26.9 37e 'z6.B 334 227 378 23.7 329 20.1 378 21.3 323 18.1 378 193 321 16.1 378 10.7 314 Of x 144In 21.0 262 212 242 17S 262 17.8 239 16.0 262 15.3 98 Q < Q O O L Z m W t77 TABLE IOB AnchorCepadty Teble(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: �g ��� A...2 7'A Caerete 3.5M Cof0. Ndlm C14U Filed CMU Wood Metal ANCHOR CAP.,,,",- � ❑ m ��rc� (DP)X( )=ANCHOR CAP.- r7tcElco IM5$Elco S'1cBlco 1/4"SSEIca alloal d NIZSteel m231.d MULLION CAP„",,,,,,,,a PRODUCT REVISED 3'ta Bco UltnXm v4•ECDUA2te11 U11r4Mn 3'1E Ece Waxen 1/4^Eco UGracon A99MGn(or U9mcan Agg2(39ra SNeu(cs)strew(Go) Scra7(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as coin 1 In with the Florida MchorCgp Petteme pY 9 E 1' 2.11Y 1• 2-tlz' 3tlB' 1• 2-v2 1° z-vz' 2 3.11e" 2• o.m^ g.9C 03u^ CAPACITY REgUIRED"CORRESPONDING TO AN BWIdIngCCodeta/4" 7.3/4• ia14" 144" 2• 1-1/4• 1-v4^ 1-il4' tl-ly 1-1/4- t-174" 2' 1-&8• 13'B" velaz ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2Anctum@4.79'Win.O.C./standard a Offset cap(Fig.tk 390Do $90 ins 4501" 8901m 16441Ds 270 Ds 2801M 3541M 7401m 37d IDs 664 Me B461DS 3411DS 4421m 560 Ind OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date $/2612021 4 Amhoe @ 1.16'Mln.O.0/Simaard IT d6e1)Cap M 4 480IDS 7m Os WA NIA NIA WA Soo Im WA WA WA WA WA 6521DS 085 Dx 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtars@ T hiln.O.Cd M WAngre Cllp91(NO.3d 7801DS 7801Ds 68D IDS 16601M 16%lbs 6400X 560Ind NIA 7601m 7481DS ago Ind 16G2= 68210s 8051m 11201DS MULLION.IT WILL YIELD A MINIMUM ANCHOR gy 3Arctnla@0.54•Mh O.C.ILLCep,Into.100•Aluin pTg 41 WA WA NIA WA WA N/A WA NIA NIA N/A WA WA N!A WA ISO Os CAPACITY WHICH MAY BE USED TOOUALIFV MIam4-0a Product Control 1=tor/F-Cnp Ing.S$ IDS IDS 19583 2251DS 4461m 822 is 135 ins 1400s 1T71m 9701m 1"IDs 3321M AYIS 170103 2210s 2811 Rs ADDITIONAL ANCHOR OPTIONS FROM THE 2AncMs@i.1fi'MIn O.Cl F•C0 g.6r 7A0IDS 350 Os WA WA NIA N/A 1000s WA WA WA WA WA 94110s 4421M 5601DS ANCHOR CAPACITYTABLE FIGURE I: FIGURE 2: TABLE NOTES: t251" 1.250" . ® 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 ALLOWABLE. 1111111 I I17!/ ` o.........N,y FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � 'S?•'t,10EN$ fit' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250' \ QC\,•' F •'•�� SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, P . • CLIP MUST No.58705 WPASS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4° .62j,FIGURE4: FIGURE 5: FIGURES: 6063-T5 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �T STA O '.4` • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL i�S'•F�ORIDP..•' \?� 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.Fi24" • #10&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S,OR 410 S.S. MULLION FOR MULLION FOR 71111 INAL I • FIELD-MULLED UNITS FACTORY-MULLED UNITS ILL A.LYNN h�IER,P.E. FL P.E.#58705 I J TABLE 11A Mullion Capacity Table pbslfe) Opening Width(for vedicallyspanr9ng minions)orOpenIng Height(for harizorte0yspen+ing mUfiols) 004 gig 60in 60 in TON BON 90 in t00N 110 in 140in ISO g Y 0 125 Y394 Rec+nn9war Tr*TrNng. ReclsWI- Tmprrong. Rvctanguiar T.p?dane. RarunBuler TnplTrien9• Racungdar T p/rdang. Rauan9wvr Trzp/friang. ReclanguUf Tmplfdarg. RaeNn9ular T.prNmg_ Recungwar Traprrrfmg � z.fi2d Loadin0 Lording Lsarbng Loafing Loading Leadvl9 Loading LOvding Lav6ng Leadin Evading LvedNg LevdSy L,ufto LmdNq LnadNg Lnading L0ed6g o2 w U Alm.Tuba ,P u-. S-. 'S 'S.. 'C r. 'G.. '�` .8 u B Mullion o 8< �@. �� ? p@. mrs. ��• S S a �@. a �@ ��. a ��. �'�, $ �@, m ma �� 04 0 o u o a o o u is a o u' o o a o o tP e r �s o �. soLn nov se Z w 421. 170.0 620 170.0 435 170.0 744 170-0 479 170.0 960 170.0 506 170.0 992 iT0.0 519 170.0 1116 170.0 521 1703 1240 170.0 521 170.0 14eB 170.0 621 t70.0 1735 170.0 521 170.0 1903 ITOA 521 W _ 491n 170.0 TOO 170.0 524 170.0 OGG 170.0 584 170.0 992 170.0 610 170.0 1133 170.0 661 170.0 12T5 170.0 977 170.0 1417 170.0 600 170.0 1700 170.0 680 170.0 1983 170.9 690 170.0 2267 170.0 680 J z 7 Dn 50.625 In 170.0 747 170.0 663 170.0 996 170.9 631 170.0 10d6 170.0 GB4 170.0 1156 170.0 723 170.0 1345 170.0 747 IM.0 1434 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 766 = Lr F 54 in 170.0 757 170.0 612 1-MO 966 170.0 691 170.0 1116 170.0 764 170.0 127E 170.0 ON 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 l913 170.0 061 170.0 2231 170.0 861 160.2 24D3 170.0 861 (9 W O 0 fi01n 1T0.0 8A! 1TOA T01 770.0 1063 170.0 7B7 170,0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 99fi 170.0 1T71 170.0 1033 170.0 2125 t70.0 7063 Ufl3 2163 17D.0 106.t 729.8 2163 170.0 7063 111n 170,0 930 1T0.0 741 111.0 1116 170.0 860' 170.0 13W 170.0 940 170.0 14BB 170.0 1D15 179.2 16!3 170o '1978 170.0 1059 170.0 1122 158.9 2060 170.0 1169 T34.5 2060 170.0 1171 117.7 20W 1TO.O 1171 ¢ ~ Ld W Z a IL 661n 1T0.0 971 17P-0 T89 1".0 1199 170.0 903 170.0 1364 170.0 1002 170A 1660 170.9 INN 170.0 1793 170.0 1165 170.0 1949 170.0 121D 143.0 1968 170.0 1276 12ZG 1966 170.0 1286 107.2 1966 170.0 1286 2 Z) r1) m 2 J 7210 170.0 1063 1T0.0 878 170.0 127i 170.P 1009 170.0 NAB 170.0 1126 170.0 1700 170.0 1229 164.1 1734 170.0 1316 130.7 1734 150.8 138fi 115.6 1734 165.2 1364 99.1 1734 150A 1362 86.7 1734 1592 1352 y 0 761n 170.0 1122 17f1.0 93T 170A 1346 170.0 10E0 1fiB3 1556 170.0 t209 147A 1fi5b 7652 1285 13 L1 1556 151.5 1266 1119 1556 M1.3 7257 9A3 1556 12e.3 1229 842 1556 12J.3 1219 7i7 1656 1272 1216 �Z 7B in 170.0 1161 170.0 961 170.0 1381 170.3 111e 155.9 1477 1693 1246 17fiA 1a77 152.0 1224 721:2 14T7 139.1 1206 100.1 1477 129.5 7791 90.9 7d77 116.9 1169 7T9 1477 110.8 1168 6A.2 1d77 1W3 7164 j f` 90 in 1420 1110 td65 996 110A 1710 123.9 969 101.6 11+0 1079 9fi1 A8.9 1110 96.7 936 T39 1110 07.6 922 71.0 1110 80.7 910 592 1110 T.3 697 50.7 i1t0 96.6. 879 44.4 1110 6Z7 870 Z z ¢+ T. 111.0 976 120.3 B72 97.6 975 1015 955 97.6 975 B83 Bd2 732 976 78.6 929 65D 975 712 OtT 5s5 975 G5,4 807 48.8 976 57A 769 41A 975 52.3 775 31.6 975 41.3 767 F x Z 10O in 922 771 81.0 696 68.5 111 70.7 695 68.7 771 61.3 674 51,4 771 64.3 654 46.7 711 49.0 655 47.1 T71 4d.9 6+7 34.3 771 39.9 632 29.4 771 35.0 G21 2s7 7T1 32.4 612 a QO O itt in 76.7 733 77.3 651 63.1 730 65.0 550 GA.1 730 SU 640 47.3 NU4 49.9 631 d21 T30 45.0 622 37.9 730 41.1 61d 313 730 35.6 6C0 27.0 730 313 589 23.7 730 29.6 5B7 W CO 1201n 59.9 624 61.0 569 49.9 624 512 660 42.8 624 44.3 562 9T539.2 64/ 333 624 353' S37 30.0 67A 322 531 2S0 624 27.7 619 21.4 62q 24.6 5a9 1aT 61d 223 50f fY x 3335.1dD0 28.9 p3 29A 395 2/.8 d11 25.4 390 21.7224 386 193 433 20.0 391 17.3 477 782 376 U N Q O O TABLE IIB � a�� AnohorCapaoNy Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: O "O x0 ANCHOR CAP..,,,,,,,, suatrale 27k Corcrze 35k coot. Hmow cMu FDICD r14u Prwom Metz (DFo)X( )=ANCHOR CAP.,,, 5ts•Emo v4•ssowSteEaa vssseca dnosled d12Sieel w2Steel MULLIO PRODUCT REVISED Archu Type: at6'Elco Unram 11A F-lcounracm ate•Elco ulmon v4•elcouuracon ( ( USE THIS FORMULA TO OBTAIN THE°ANCHOR as tom 3 in with the Florida Var4cm aggesaor Ultr4cm A®n'.111 screw cfi)Scra1(C{7 Sc1ex s5) Anchor Clip Pattema pY T Edge MI-00n) 1^ 2-1+2 t"' 2-112• 3-118' 'P 2w2 1' ZVT 21. Mir -7 D.49• 0.Sr 0,324' CAPACITY REQUIRED"CORRESPONDING TOAN Building Co e EmenWl 14V4' 1-314' 1314' 1.a4' 2^ t•w 1-lhr 1-114' 1-114" 1-114' 1-114' 2' +-aa^ +sre' vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. ed 17-0630.01 OeMrs®476•Min QC./Stemae u O6e1 ME ORg.R 390 ors 9B0Ite 450IM IM 1644 is 270 is 28D B6 990ID.a 7401ha 374 to 661 to 946 Im 3411bs 442 is 560 to OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration DatE105I26)2021 2A 4 Ambom @ 1.15"MIrL O.4/Sta10M0(or 0+6el)Cnp(Rg$ 480 Om 700 U. NIA WA NIA NIA 38D Da WA WA NIA WA WA 6821os 085 Ira 1120IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4APcMm®TMIn-O.C.I(2)MAnglecfips7pig.3) 700IM 780He 680ta +SWIM 1696I04 6d01Ds 5®ts NIA 7bDlba 7481bs 9901ta law la E821M Bfl5to 1/20IM MULLION.IT WILL YIELDAMINIMUMANCHOR By 4Arci i@0.54'Mtn.O.O.lu1mp•rdo.lmAlum.(Fal 4) NIA WA NIA WA WA WA WA WA ILA WA WA WA NIA WA 126711E CAPACITY WHICH MAY BE USED TO QUALIFY Miom1-Da Product COntro t Anchor/F-Up(MgR 195 ors 195 to 225 pn 4451M 822 t8 175ID4 WOO 177lba 3701b6 191 me 332IM 479 a8 170 ors 221 Bm 7500c ADDITIONAL ANCHOR OPTIONS FROM THE 2AnuI=QI.it?rAn O.CJFC#pkRg. 240 is 357 to NIA WA NIA WR !lots WA WA WA WA WA 341 Ibs 1 442 tG 560 Im ANCHOR CAPACITY-TABLE. 1250' FIGURE 1: FIGURE2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION • ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `.`��QNY LYNN l y y7�i FIGURE 3: JL 3 i' 3.94° ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE \ �`,-' 1,tCEN F•.•(( CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q. No.58705 •�� ~>� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND „O: '7r^' - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL - FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE V{ _ 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND 624" 0 •• S AT'E .045'THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICKANDA36.ALL -i �i�Fs•'•F�ORIDA.•''G\C�.� A ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i 7ONAL • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 125'X 3.94'X.62a- A LA1 N pQR30 K\P.E. • MULUON FL P.E.#58705 TABLE12A �^ - _ Mullion Capacity Table bsJft 0 k Opening Width Uorver8celly-spandrg mullions)or Opening Height(for hodmilMByspan i g muglDrls) 9 C SO N 60In 70ln 00 in so in Joe 1. 1201. 140 N 1601. �w Rectangular Tmp7lHam RectaMuf Traprrrhn9. Rcclangulzr RWTdang. Recta. u Trap/rllang- ftectantNJar Rapilli .[17 rgder Topmang. Rectangular Trepridang. Rectanguar TrapfTdarg. Rectan9uler Trepltdnng. O 2%4%25 1-aad'9 Immng LwdnB LwGn9 Loafing Loafing Loading Loading InadNg Loadrgdn9 Loaan9 Loaahg Loafing Loafing Loafing Loafing Loafing W Alum.Tube g r �• a x �• p ,6r �• a x 3 .d• x r g ,�• a x r x a r r x 8:d o Mullion b95 sg mg s� a � a _ �� a §� a €� s� o zZ W42N 170.0 620 170.0 p5 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 618 170.0 ills 170.0 521 1240 t70.0 521. 170.0 148a 170.0 5j2 170.0 1735 170.0 521 170.0 19&7 170.0 521W Q46 N 170.0 708 170.0 524 170.0 850 17D,0 SM 170.0 992 17" 630 170.0 1133 170.0 661 170.0 1275 170.0 677 1417 170.0 680 -110.0 V00 770A 680 170.0 1983 170.0 960 170.0 ZW 170,0 68050.625In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0664 170.0 1195 170.0 723 170.0 1346 170.0 747 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 17D.0 766 170.0 2391 170.0 756 rq U) � �1:541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 t275 170.0 B03 170.0 1434 17DA 837 15% 170.0 856 170.0 1913 170.0 681 170.0 2231 170.0 a61 170.0 25W 170.0 •861 O W O60N f70.0 BBS 170.0 101 170.0 1D03 170.0 797 170.0 1240 170,0 870 170.0 1417 170.0 944 170.0 1594 170.0 996 1771 170.0 1033 17D.0 2125 170.0 1D63 170,0 2{7B 170.0 fOB,3 160.8 2680 170,0 1063 F m531. 170.0 U30 170.0 745 170.0 1116 170.0 560 170.0 1302 170.0 940 170.0 1488 170.0 1013 170.0 1673 170.0 1076 1869 170.0 1122 1T0.0 2231 170.0 110 166.7 2553 170.0 1171 145.9 2553 170A 1171 I-- Z 66In 170.0 074 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 15M 170.0 1086 170.0 1763 170.0 lis5 is" 1700 1210 17a0 2n8 170A 1275 151.0 2437 PILO 1286 13ZO 2437 1700 1286 d � d m x C 721n 170.0 1061 170.0 878 170.0 1276 170.0 1009 INN 1488 170.0 1126 170.0 1700 170.0 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1438 124.8 2184 170,0 1529 109.2 2184 170.0 1530 0.J z 76N 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 Ism 1960 170A 1421 148.6 J960 170.0 INS 123.8 1960 161.6 ISIS 106-1 1860 154,D I6MM 929 1960 1SZ7 1531 R � �° t$Ai ¢Z 78 in 170.0 1181 170.0 967 170.0 1387 170.0 1116 170.0 1611 170.0 1250 170,0 1842 170.0 1369 16Z7 1861 170.0 1{74 73T.4 1061 1811 1500 114.5 1861 147.3 1473 982 1881 139.8 1459 85,9 1881 137,E 1454 90 in 170.0 1328 170.0 11M 1/9.7 i398 158.0 1218 127.6 1398 130.0 1198 111.8 1799 121.3 1179 99.4 139a 1102 1162 88,5 1398 101,E 1147 74.9 1388 89,8 ii22 67,8 13D0 927 1105 659 1398 78,9 1098 Z J 96 in 147.4 1229 151.6 1098 1229 1229 127.8 1079 105.3 1229 111.2 1061 921 1229 98.9 1044 B1.9 1229 89.6 1029 73.7 1229 82A 1016 61.{ 1229 722 893 52.7 1229 65.9 977 461 1220 62.1 967 -Z co_r0 d 1001n 103.5 971 105.8 077 663 971 89.0 a62 74.0 971 77.2 649 64,7 9T1 6a,4 B37 57.5 071 61.0 825 51.8 197156.5 B16 43.1 B7137.0 971 44,0 782 324 871 40.8 771 1 to N11 CDJilN 95.4 919 97.3 932 79.5 919 81.9 619 66.1 919 70.9 606 59. 919 629 784 A.0 919 58.7 7e4 47.7 774 -39. CI 7 B19 44.8 T68 34,1 970 40.2 742 29.8 91B 37,1 T42 '12DN 755 786 76.8 716 629 786 6/.5 705 519 786 55.8 695 47.2 766 49A 686 41.9 786 44.4 677 37.7 668 315 788 34.9 653 27.0 786 31.0 641 23.6 786 26..4 671 pW `1 `S2 1441n 43.TfiO4 3fi.4 549 37.0 /98 312 646 31.8 491 27.3 548 28.2 485 2d.3 946 25.3 Q9 21.8 474 182 548 1e.5 464 15.8 546 172 465 13.7 6W 155 448 D Q N Q Q Q TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA; a Z U) en Anchor Capacity Table pbs) a. 2 u mQ s:O 6'uNlydt 27t CorcnSe 351t Cone Hmow CMU Hm CMU PT Wood Mrtat (OF®)X/ANCHOR CAP. 1_ANCHOR CAP.,,, U '� o � 5116'Elco 1/4"SSEIco 916'FJc0 1/4•SSEIco 410Sled #125teel 012Sreei MULLIONCAP. ,,,,, prlehor Type'. 3'18'EICO U9acon ll4'EI[o UOr4can 3rIG El[o Ulrstn 06•Elco Uttrdcon AnchorCllp Paffims ulDacon Aggecaar u9rxm AggreOav screw(curl Scrc+v(GS) Screx(cs) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge M ame(IrT 1' 2-V2, 1" 2-1/2- 3-va' 1• 2-i/Y 1" 2-1/2' 2' sure° z' 0.48" 0.5r o.32r CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Emtnrmelt MT 13/4' 14,r 1314• I-T4' 2' t-1/4' i-ifr 1.1/4" 1-U4' 1-L4' 4.114- 7 14'8- 148' vales ACTUAL PRESSURE REQUIREMENT FOR THE Building COdO zarcron Ra7s Nun o.c.l4mdzid orO>Bel LVp fflg lazy: s90 uu 3A Ns 450 Ns ego Ns t644 ms z/D ms 26o me 3s41as 7{DIN s7a bs 6641Js s4s IN 311 Nz a4z iN Sso IN OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Amhoa®26W MN O.C./Slandaad(W Ortat)CUP Dip 3} mil", 7®IN 6301b9 14851N 1424 NS NIA 560 IN NIA 05IN NIA aw IN WA 682 its B850a 1120 fba CAPACITY(FROM THE TABLE)OF THE SELECTED F%pimtlon Date 0512612021 6 Amr-�1.7P'MN O,Q I Sanmid(a ONet)Csp 0g.4} ae9lin 0� 75B IN 19461N N/A NIA 705 Ms., NIA 7991N NIA WA WA IM2IN 1327IN IBM bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amrois@ 3'Min.O.C.1(2)2t5 Angle Caps 16Hp 4 780IN - 66D IN 1660 IN 1896 bs 01N 51D N5 NIA 7601M 74e IN sea IN IBM IN 602IN 8851N 1120 IN CAPACITY WHICH MAY BE USED TO QUALIFY ey 6Amon®9'Mtn.O.C./(�WArgle Clips 10996y 1170bs 11701N 1020 Its 23401N 2844 bs 81 8401N NIA 1140 IN 112201s 1320 Ns 2936 IN 10221N 1327 IN 16M IN ADDITIONAL ANCHOR OPTIONS FROM THE MiamF- aid Product Control 3AMhm@1.54-MN.O.C./ti-CU,Into,125'Ahdn.(Fla n NIA WA N/A WA WA N/A WA NIA WA NIA WA WAam.. ANCHOR CAPACITY TABLE, 6Amnom@0.64-Min.O.G/UC4.Wo,t2YAlum.(F706Y WA WA WA WA NIA WA WA WA WA MA WA WA 2AnWrs®288°MIn O.CI FCNp(Flg 8}: 37010s 370 rm 3151DS 7431N 712 md, H/A 2001N NIA 346Ib NIA 4401N WA 3AmM®1.71•MIn.O.C./F-01p(RO.10r 44309 5251N 370Ibs 9131N NIA NIA 353 IN NIA 3091le NIA WA WA NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE['(MAPLE ON SHEET 24- FIGURE 1; FIGURE 2: FIGURE 3: FIGURE 4; • • • • • • • TABLE NOTES: 2• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR � YNN�/. o • • • • GENERAL INSTALLATION METHODS. \� .........• V\LENS 4' FIGURE 6: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE F • • • • o • • • 250° 4.000" = No.58705 _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN . THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _ • o LOCATIONS. �.� �W� FIGURE 7: FIGURES: FIGURE 9. FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO.ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT FT . • 's ° • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. %CL's '•.I aR1D?.••'G\?� :: • • MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND,046'THICK(18 V X4'X 25'MULLION /ONAI.le�0 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICKAND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW A.L`Mq M)lllk \t ,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A A Mullion Capacity Table(Ibale) o Oponing Width(formfca*sparrinU mullions)or Opening Height(for tgtiNr9alVsparrllng mlJDons) S F so In 60In 701n 80 h a lrn 100 M =in 1401n 1601. y38 5< Raetartgde ilapll)i•ig. Rectangdar TmpfTdang. Rmt ngder Tmplfdang. Recten0 1Yaprr-fim Rectengidar TmplTdag• RecWn0 TFapfM.9. Reetmlgdar Dapli8ang. Recfargdsr Tmp/7dmlp. Rect rol. TmplTdang, 2x6Y.26 L.... Loading Leadna L..ftg L-Eg Lo.,IW Loadng I... Loading Loadng Laadhg Leading Lmdng Loadng Laadn9 Laadha Leadna Lnadng Alum Tuba a 2. ap.. a n x x a r r a a a z• z: __ ,� x a za r r 2^ B �• �• p a oZ y '8 0 -a Mullion mo a� r3 d u cS u ci c"r r:1 i7 o d cN 3 3 3 ci o 3 u t3 o c� 3` 3 u o' u cS r:1 B d `n eT s� g �� �� � � �� €� s a t s� s� t� ag s� t sd a 5ff � .� % S ,a d`o 9a 1a �� �� s� �rc �� �a $� �� �� s'� a=z f� �� �� �z �� �z �B �� s'o �� �� �� s� d`a �a e`a� �� �z � z Z W 42in 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 Sta 170.0 1118 170.0 521 17.0.0 1240 170.0 521 Vol) 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170,0 621 W _ 48 h 170.0 708 170.01 67A 170.0 850 170.0 594 170.0 M 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 Sao 170.0 1700 170.0 680 170.0 19831 170.0 680 170.0 2267 170.0 680 K .JJ m 7 _U) 50.6251n 170.0 747 170.0 683 170.0 898 170.0 631 170.0 IC46 170.0 6" 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1763 170.0 756 170,0'2092 170.0 755 170.0 2391 170.0 756 :E g = 541n 170.0 797 170.D 612 170.0 956 1170.01 691 170,0 1118 170.0 754 170.0 1275 170.0 B03 170.0 1434 17DA 837 Woo 1594 170.0 558 170.11 1913 170.0 861 170.0 2231 17oo 661 17o.o 2550 170.0 881 t�7 W O° F K tD o (1) 601. 170.0 885 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 878 170,0 1417 170.0 914 170.0 1584 1T0.0 998 170.0 1771 1T0.0 f033 170.0 2125 170.0 10M 170.0 2479 170.0 1063 170.0 2833 170.0 1003 Z) (0 LU 63 h 170.0 930 1740 745 170.0 1116 170.01 850 170.0 1332 170.0 840 170.0 1488 170.0 1015 170.0 1673 170.0 1070 170.0 1859 170.0)1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2076 170,0 1171 Z t 66In 170.0 974 U0,0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.01 1086 170.0 1753 170.0 1155 170.0 1848 170.0 Via 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 12M Z Z d m = S72M 170.0 ID64 170.0 878 170.0 1275 170.0 1009 174D 1488 170.0 1126 170.0 1700 170.D 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 170.0 2S50 170.0 1488 170.0 2975 170.0 15M 170.0 Mac 170.0 1530 W @go $ p`�V 76M 170.0 1122 170.0 937 170.0 1340 IT0.0 10W 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170-0 1421 170.0 2243 170.0 1505 17D.D 2592 170.0 1629 N88.9 0 170.0 1694 170.0 3589 170.0 1705 a J ll O �u` rcZ 78M 1700 1151 170.0 967 170.0 1381 170.0 1178 170.0 1611 170.E 1250 170A 1812 170,0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 3 170.0 1777 170,0 3683 170.0 1798 0 ¢ J F J go In 170.0 132E 170.0 1144 170.0 1594 170.0 1325 170.0 1859 170.0 1498 170.0 2125 170.0 ISO 170.0 In-- 170.0.2556 170,0 1918 170.0 3188 170.0 2125 13 170.0 2273 1365 3413 170.0 2361 F -Z Z 04 90h 171.1 1417 17D.0 1212 17DA 1111 170.0 1434 170.0 1983 170.0 1822 170.0 2267 170.0 1794 170A 952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 9 168.E 2470 120.0 3199 156A 2428a N "p o01700 1594 170.0 1401 170.0 1913 110.0 1.7 110,0 2231 170.0 1870 170.0 2550 170,0 2078 161.8 271 148.3 2781 181.9 2333 123.8 2781 140.4 2281 87 125,9 2234 92.7 2781 116.0 2150 170.01638 17QD 145d 170.0 1988 110.0 1700 170.0 7193 170.0 1832 1T0.0 2821 170.0 21/8 IS1.B 245 130,8 2632 1464 2218 110.E 2a72 128.4 2188 32 115.1 2128 65.4 2872 106.3 2096X..a1771 170.0 1582125 170.0 1859 151d 2252 1549 19B1 133.1 2252 141.4 1964 120.1 1938 108.1 2252 118.1 Isis 90.I 2252 99.6 1872 52 88.9 1836 67.8 2252 81.4 1608 XGk 144 in 125.1 1564 12B.8 1445 104.3 1664 106.1 1423 89.4 1564 915 1407 78.2 1564 80.1 1380 645 1173 6Z6 1584 65.7 13M 521 1664 56.0 1330 / 492 1305 39.1 1564 44.4 1283 Q N Q 0 0 co TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA 0. Z A0 sD Anchor Ca Table Ibs ANCHOR CAP , Uy m� fi00slmle: 2.7h Con0mle 3.5t Cans. 11011"CMU Rted CMU PT Wood Metal (DP_)X{ J=ANCHOR CAR°„ 5Lf16'Else 1!4'SS Ebo 5I16•Elco IW SS Eke 010 Steel 0126tea1 0126feel MULLION,CAP.,,,",,,� Alroharype: 3/16'E1aa Ullracwl 1!a'EIco UDrmon 3116'ElcOUlbaan 7I4'Elcq U... PRODUCT REVISED Anchor CSp Patterns tntracon A90re0alor UR=m AWeGatar Se-(G5)Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as mom I&Twith the Florida Edge Dist-0 on k Y 2-VT to 2-1r' 3-11V 1' 2412' 1• 2-1/2- 2• 3.4W r 0,4884 0.54° D.324' CAPACITY REQUIRED'CORRESPONDING TO AN Builtling Coo EmbeAnanl(mt I-TV 1.3W 1-314' 1a/4• 2• 1-114' 1-114• I-Ia• 1.174- 1414. 1-1ir r 1-Nir fara• wd. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anah-C4.75'MM.O.C.19tendud a00set Clip(Fig.182k 390 lbs 390 lbs 4501W 680 Ms 1644 lbs 270 Ms 2801he 3641Ds 7401bs 3741ns 64Ib3 6 945M5 341 lbs 442 lbs NO lbs OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05/26/2021 4 Mcham 0 4.W Min O.E l Standard la Off-[)Clip 09s.3k 760 Re 7801bs 900lbe 178D lbs 3232 Me 540 M5 560 lb. 708 Ma 14M U. 746 le 1272IM 18921t. 802 lb. B85lb. 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Mcham@ ill"Mlm O.C.I Standard(or 085a0 Clip 099.4k 118016s 14DO lbs 1010 Ms 2595 lbs WA WA 040165 WA 1065 Ms WA WA WA 1363 iba 1770lbs 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 AMIMS 03•Wn O.C.1(2)20 MOM Cops I Pa.5k 7806s 78D Mo E80lbs 15M Ms 1896 Ms 540 Ms 5801s WA 760 Ms 748lbs 880 Ms 189211ba am lbs 865 ft 1120 lbs CAPACITY WHICH MAYBE USED TO QUALIFY Mfami- ode duct Control 8 Amh-p r Nbt O.C.1 R)2s5 Mule UPS Pa.file 1560lbs 1560 lba 1360 its 312D On 3792 De 1060lbs 1120 IDS WA 1520Its 1499(bs 1780 Ms 37541Da 1383 Ito MD 163 2240lbs ADDITIONAL ANCHOR OPTIONS FROM THE 1?Anchas®15°Min O.G/(2)2a3A1gle COpslffb.7): 1B60 Ws 2100Ihs 1410 Ms 3i801hs WA WA 1320 Ms WA 150016s WA tUA WA 20450m '16541ds 33601be ANCHOR CAPACITY TABLE. 4 A.bm a 1.34'Mln.O.C./LLdip,Inn Atwn.(Fig.6): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 lbs 8 Anchors C 0.84'Mln.C.C.I UQip,hto.125"AMm.099.9k WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 286116s h-2000'-•-I 2Anchae®4.68°Min.0.C7 F4xp(R0.1ok 3901be 390 Ms 450lbs 890 Ns Iel6 Ms 270 lbs 2801b9 354 its 740Im 374 Ihs 638 Me B481bs '3N Ihs 4411bs 560 Ms 4 Mctwm®1.71'MM.O.CI F-01p(Flp,11k 590Im 700Ibs 5051bs 128816e WA WA 470Ibs WA s331. WA NIA WA 68: ID3 BBS IDs 1120Ibs 250" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE I: FIGURE2 FIGURE3: FIGURE 4: FIGURE8: FIGURE 9:FIGURE 10: FIGURE It: 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. ,``\1 ONy 77j7'/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�`;4 .• 'LYNN ""• M • • • 6.000" ` c\,.•' LtGEN@F':V��� • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1Z'' '•,P • 21-23..HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON =* No.58705 FIGURE 5: FIGURE 6: FIGURE 7: • SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. --O - CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = •• (�.- (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �0,�••, S ATE F (UW [] EDUDHANGLE MUSYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606'3-T5 AND BEA MINIMUM OF.125" •.MUST IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCURAL STEEL TO �i is C9USED IN BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW �77 (,,EN F� PAIRS. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 2'X s'ON A.LFL P. .#5870,5 MULLION FL P.E.#58705 TABLE 14A ® � Mullion Capacity Table Mlz Opening Width(for verBraDyspardrg mumons)or Opening Height(for horimnta*sparrirg mWons) w < 501n 601n 701n 00 in 90In 100 in 120 in 14D N 1SD In Rettargular Traprrdarg. Reu1arguar Tmp•Tdang Recla,0ula Trap'Tdarg. R-ft aular Tr prTdarq Rectangular TapRderg. RCGtargular Trap'Tdong Rectangular TmprTttag. ReclangWar TreprTdang Rectar�ular -Raprlliany. F ra,' 1.26'x2.11" Laadlrp L9a41rg Laading Loading loadrg lmadug Lcading LoadIg Lcwry lcadng Loadirg Loading Lmdvg dl,g Loading Loadng Loading Lnadug 6� eWj xA26"Alum a r r_ a a �• p a a a a a a3 -.1a Tube Mull # _ fin .. w 42In 14"4.21 526 167.0 428F41.2 526 1449 419 103.0 SIB 1369 414 90.1 525 134.6 411 00.1 526 1341 411 721 62S 1341 411 601 526 134.1 411 51.5 526 134.1 41l 45.1 526 134.1 411 _ W J ! 48N 96.6 403 108.0 333 403 90.7 321 68.0 403 98A 310 60.4 403 81.4 317 63.7 403 79.1 315 483 403 786 314 40.3 403 78.6 314 34.5 403 786 314 30.2 403 7a6 314 W.6251n 82.3 362 91.0 301 382 79.3 294 Sae 382 71.9 �9 51.5 362, 67,2 288 467 362 60.8 204 41.2 962 618 283 34.7 382 63.6 283 29.4 362 83.6 263 25.7 362 635 283 sb in 67.a 318 74.1 267 318 642 261 485 318 57.7 25B 424 310 6a5 253 37.7 318 60.8 250 338 31a 4a5 249 283 318 49.1 248 24.2 318 49.1 248 212 318 49.1 248 (9 w CO f.p 601n 49.5 255 63.1 21B 258 45.7 214 2s3 258 40.7 210 30.9 25B 372 2D7 27.5 258 34.9 204 247 250 334 203 20.6 258 32.2 201 17.7 258 322 201 16.6 268 M.2 201 -r CO LU F t0 L J e7N 427 234 45.6 200 234 39.1 195 30.5 234 34.7 192 20.7 234 31.6 lag 237 234 29.4 166 21.4 234 280 184 17.8 234 26.5 183 15.3 234 2a5 183 13.4 234 28.5 IM � � w Z iL Ba N, 372 213 39.4 183 31.0 213 33.7 179 285 213 29.8 178 232 213 27.0 773 20.8 213 25.1 170 18,8 213 237 169 15.5 213 22.2 187 13.3 213 220 168 11.e 213 220 160 Z z z m = { 72 In 28.8 178 30.1 156 239 179 Me 152 2DA 179 22- 149 17.9 178 20.3 147 15.9 179 18.7 145 `0 J P $EU 781n 243 1B1 254 140 2a3 181 21.8 137 17.4 161 19.0 135 15.2 161 17.0 133 J =o C3 40 '8 1z 781n 22.5 152 23.5 133 168 152 1" 131 16.1 162 17.5 126 > Q rp � TABLE14B ANCHOR CAPACITY ADJUSTMENTFORMULA: lz-., Q x Z N Anchor Cepecity Table 6be ANCHOR CAP.,=,.,,, O f-' X a co fO 3rrntrdlc 2.7k Conte 3.5k Cott. H6DowCMU Fltled CMU PT ow Maa (D-)X( )=ANCHOR CAP.., a r� y0 m0 5116'Eko 1I4"S6 EIco ti116'Eko 174'SS FJC0 0105ted 0129t�1 p12 Steel MULLION Arena TyFC 3116•Eko Ultmon 17r FJto._m 3116'Eic4Ullr4ton 'Elca uliracm ((jJ XN Anchor Clip PaCAa1x us-an Agga3alor UlI-w AgpGAor strew(Ch)soar(c6) screw(g+7 USE THIS FORMULA TO OBTAIN THE"ANCHOR N Q' Eoge Dls=e pn) l• alrr 1• 2-1a• 3-115• 1• 4v2' t" 2-12 r 3-va° 2 0.48' 0.51• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN a CO 0 EmbednbA '; 1'. I-Wr 1314' I-3W 2' 1-11A' IdW' 1-11r• 1-44° 'Ihr 1.1/4- 2' 1-318- _ 14 rates ACTUAL PRESSURE REQUIREMENT FORTHE � V cV Q 4 ancrors rgy 3.0.6n.o.c.e Tq uSArgle orps7(Ft9.t) 7801a ?90 ms 68a¢e 156'llos 1WS=Is40 Ds M0615 WA 76Dib1 74BIce 86D Its 1es21os l32 ms 6652s 14301os OPENING,WHEN IT IS LOWER THAN THE MULLION e1 Q ~- Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED d d I ul MULLION.IT WILL YIELD A MINIMUM ANCHOR �'� CAPACITY WHICH MAY BE USED TO QUALIFY v ADDITIONAL ANCHOR OPTIONS FROM THE I ANCHOR CAPACITY TABLE. PRODUCT REVISED j as com lying wlth the Florida _ Building Code I NOA-No. 17-0630.01 Explratlon Date 05/26/2021 I By ' TABLE NOTES: Mlaml-Da)1 Product Control 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. f` t FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. .125' 111 111111 7 ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� NY LY NN CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED `��eQ •.....••.F'/L/ 1' � YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" T _:..•'•LLCENg •,C� � THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11'X.125°MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND I (INTEGRAL FIN MULLION) * No,68705 THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. 74'- . i��s•'•F40RIDP..•'G��� :110AMW �'�`S��NAL EN.�`• A.LYNNM WTI,P.E. FL P.E.#58705 a ( TABLE15A Mullion CDpnol y Tablo(lbsHe) Opening Width(forwrtirally-sparving mUllons)or Opening Holght(for horizortaBy-spawning mUQcm) 'G! t 50 In 60In 701n BO N 001n f00 N 1201nI 140 in 1601. p Rectanylar Tmp701mIt Rectei Whr T prrden9• Rmlul;Aer T/apMerg. P=bnlylar TraWT ong Recta-011. Ti - Rectangular R•Wmens. Reclan9War TI Wectanndar TmprTden9. ReelanBOlar Dapfrdang. y 3.25'30 Loadn9 lnodnq Loadng Loadng lnadN9 L-Un9 Lowing Lcedng InadIg Lowing Loedn9 Loadn9 Lnadng LoaLoedn4 1-eaAnO I-oa°M9 IwAnD ax DEG,AL r a r r x r •^ g ;; a g LL BAY MULL "@zW42In 170.0 620 170.0 435 170.0 744 17&0 478 170.0 06B 170.0 606 170.0 992 170.0 519 170.0 1115 170.0 621 170.0 IM 170.0 571 170.0 14e8 170.070.0 IMS 170.0 521 149.1 1740 170.0 521O48In 170.0 700 170.0 524 170.0 SW 170.0 BEA 110.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 W7 170,0 680 152.2 1522 170.030.5 i6Z1 170.06W114.2 1522 170.0 660 ¢ �50.626N 170.0 747 170.0 5&1 170.D 898 170.0 671 170.0 1048 1T0.0 684 170E 1195 170.0 77] 170A 1745 170.0 747 1642 1M3 1T0.0 755 136-9 1443 170.017.3 1443 170,D 766 1026 1417 170.0 756W54In 170.0 797 170.0 812 170.0 9% 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 BM 160A 1353 170.0 837 144.3 1353 170.0 855 120] 1353 170.003.1 13W 170.0 Sal S0.2 1353 170.0 861 K m m rnUl 60In 170.0 885 170.0 701 170.0 10M 170.0 797 167.0 1210 170.0 07B 146.1 1218 170.0 B44 129.9 1218 159.0 936 116.9 1218 15M1 924 67.4 1218 146.1 3.5 1218 146.1 913 73A 1218 146.1 013 '� I-- V (D 83 in 170.0 93D t70.0 745 170.0 1110 170.0 850 160.2 1160 168.8 933 IMA 1150 153.D 914 116.E 1160 141.9 898 105.1 1150 1342 865 B76 1150 126.75.1 1160 1262 670 65.7 1160 1292 070 W z Vd' S68N 170.0 974 170.0 788 1524 100 1656 Sal 13&fi 7098 14S.B 664 114.3 1048 133.1 850 101.0 1048 123.4 09 01.4 1048 11&6 8W 762 1048 109A5.3 1048 108.2 BIB 57.1 1048 100.2 018 ? m 72N 140.0 B80 147.8 181 117.4 880 126.0 745 100.6 860 110.8 734 08.0 680 100.0 722 78.2 880 92.0 712 T0.4 Bell a&2 703 56.7 SBD 792 693 50.3 Bell. 76.5 688 44.0 880 76.4 Bell IV � J� � 50 1e N 118.7 780 125.1 890 99.8 790 109A 676 05.5 790 03.3 663 74.8 790 83.9 652 68.5 79D 7&9 643 59.9 790 71.7 035 49.9 790 65.1 624 42.0, 790 621 619 37.4 790 61.5 617 F _ =o v �I- J W J 78 N 110.8 750 115.S 657 92.3 750 961 S44 79.1 760 e5.9 632 0.2 760 77.1 621 81.5 760 70.8 612 55.4 760 SM7 605 462 760 59.4 594 39,6 750 562 680 34.6 750 65.6 586 - Z Q go 72.1 50 74.4 500 60.1 50 829 491 51.5 50 54.8 483 15.1 60 429 475 40.1 SM 44.4 ASS W.1 563 4M9 462 30,0' 5M 33.2 452 25.8 663 33.3 445 225 553 31A 442 1- Q D1 Z � 99 h 59.4 495 61.1 443 49.5 495 61.5 435 42A 495 44.8 427 3TJ 495 39,9 421 33.0 495 38.1 416 28.7 405 332 409 24.8 495 29.1 400 21.2 495 26.6 394 18.0 495 25.0 390 a W g A O po WO In 41.7 '391 42.6 353 34.8 391 35.0 34B 29.8 391 31.1 342 2&1 391 27.6 337 232 391 24.9 d-320.9 391 226 328 17.4 391 19.7 321 14.9 381 11.B 315 .- W oIli In 3&4 870 382 WS 32.0 370 33.0 330 27.5 770 28.8 325 24.0 370 25,J 320 21.4 370 22.8 19.2 37D 20.9 312 16.0 770 18.1 305 2' WO120N 30A 317 30.4 289 263 317 2&0 284 21.7 317 22.5 280 19,0 317 1B.9 276 16.9 317 17.9 ~ Q rL Z Cn O 1441n 17.6 220 77.0 207 � D„� rq co TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O Anchor Ca ad Tab10 bs ANCHOR CAP.,,o,,,,, Subabat¢ 2A Co ete 3.5k Q- Hollow cMu Filled CMu PTWood Mstel (DF--)X( ]=ANCHORCAP.,°Q N76•Eko 114"88EIco 5118•Elco 114'S6Eloo 910Steo1 zl2Steel #12Steet MULLION CAP,,,,,,,,,, PRODUCT REVISED Anclwrype: 3I18'ENo Ulbaoon 1/4•El..Ult... Ultmon 3/tC Eloo UlOaoon 114•MCI,UlOaeon AN.G.or Ultmcon AC7WeW Semw(W)Screw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR lB complyingg with the Florida Anchor Clip PatternsBuildln0 Co410 Edge osterce MY t• 2-1n' t' 2-V2" 3•ve• t• 2-1rz• 1• 2-1(C 2• 3-1ra• 2^ 0.4e• 0.54" o.32a• CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment(Np 1a14• 1a1a• tau• 1alP z 1-vr t•vb• _ t-tra• t-t14• 1-1/4• 1•t74^ r tslB' tarB• 1er� ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclrns@S Min.O.C.1(2)W A&Cope/ff19.1t Mlt7 3901bs 4501be 8900s 17001. 270 Ns 2801bs 354 ms 740 Ns 374 Rs 72010s us Ns 341 lbs 442lbs 560Bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Areho®01 Mtn.O.C.1 PJ 111 A1gie CSps I ffq.2): 780 Ns 780lbs 790Its 1070 Me 2525 be 510Iba 560lba WA 1120 lbe 74a Os BBO Bat 1892Ibe 6821be eas lb. 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED By 6 Andmm®2.71'MIn.O.C.1(2)2x5 Anpla Cli Iff10.aY 11201hs 1120 ins BSB Ibs 214616s 22540>a WA e4o lb+ WA 105916s NIA 132Dms WA 111221be 1327 Ws 15eD roc MULLION.IT WILL YIELDAMINIMUM ANCHOR Miam7-D eProduct Control _ CAPACITY WHICH MAY BE USED TO QUALIFY -- - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHFET 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' `�.`a131J•_•LY„NIV o r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30" �:. 'LIGENSF FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 3.250" No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" - e e e THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT •• ir ( ) 30"BAV O SATE LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION a THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. (� ..........•''\�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. SjONAL 1ENC�`\ A.LY<II��AtiLLER,P.E. FL P.E.#58705 TABLE 16A ® � Mullion Capacity Table bsile n 8 Opening Width(tor verticab sparvitg mUlions)or Opening Height(far hod 243rda*Warring rnd iom) C 50 N W N 70 N BON 001. 100 N 120In 140In 150 N 0 R.Nngular T?WTdan9. Ractar9d- Tr4Wtl WV Rectm9War hepm-g; Rectan9Wu TmWTdeng. I4 dwo-la TWO. Raclengdar TmWrdarg. Reepn2W TmP7rdan9, Rectangular Tmp?dang. Rectangular TrapfTdw. KJ 32fi"46 L04m Leafing Lowing L-ding lnadmg Loafing Lmdn9 Loadng Lcadng Le Ing Loading L."dng L-1,V Loadn9 Loaft Loafing L-Ing Loafing oY u DEO.AL r n ^ a r a n 2> n •^ g n r o .-. .. r a •�• a a a^ a BAY MULL o o� ��. 9> a � � a B� S gg,,� a- �� a@ "�. >I•� @ E G�. N i� u u9 09 $ 4i 3 t�Yo G C4m u 8< c5o ua c°) 4`o ci u � A 5� 05 H� @ ass a� t 5 B e o} f srca� i fin" �rc 3a S � a �rc Asos s �c� duo s drc > d g d U W 42 N non BM 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 508 170.0 M 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 M1 170.0 1735 170.0 521 150.3 1871 170.0 521 N J 46in 170,0 70B 170.0 624 170.0 BW 170.0 584 170.0 292 170.0 030 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.D 680 140.3 1637 170.0 6W 1228 1637 170.0 680 j d) fi0.625In W0.0 747 17U 563 i10.0 WO 170.0 031 170.D 1046 170.0 E4 170.0 1196 170.0 723 170.0 1345 V0.0 747 170.0 1484 77D.0 756 1f7.1 1552 170.0 750 125.1 1552 170.0 758 VIDA 15U 170.0 750 W O 541n 170.0 797 170.0 612. 170.0 BW 170.0 691 170.0 11f6 170A 754 770.0 1275 170.0 603 170.0 1434 170.0 837 1552 1458 170.0 86S 120.3 14SS •170.0 881 110.8 1455 170.0 961 97.0 1455 170.0 881 iY M W CO In 170.0 8W 170.0 701 170.0 1063 170.0 737 170.0 1240 170.0 B78 157.1 1309 170.0 944 139.7 13D9 170.0 996[141.4 7 1309 163.5 894 104.8 13oe 157.1 E2 69.8 1709 157.1 B� 78.6 1309 167.1 982 I-- L)Lu C7 63 In 170.0 930 1TD.0 745 170,0 1118 170.0 SW 1829 1247 170.0 94D 142.5 1247 164.5 993 120-7 1247 152.9 W50 1247 144.3 952 95.0 1247 13e; E6 51.4 1247 135.7 M 71.3 1247 135.7 M5 Z = 0-e m 68in 170.0 974 170.0 789 170.0 1189 170.0 803 143.4 1190 163.7 E5 129,9 1100 147.9 045 115.4 1190 136.5 926E 1190 128.4 914 88,8 1190 119.6 BW 742 1100 118.1 093 64.9 1190 118.1 B93 Z vU C 72 In 161.8 1010 169.3 877 134.7 1010 144.6 858 115.4 10f0 1272 &2 101.0 1010 114.7 87B 89.8 1010 105.8 817 1010 83B 807 67,7 1010 909 7% 67.T 10f0 87.0 7B0 50.5 1010 e7.i 789 J's $ Q J 76N 1374 80B 4438 792 1145 906 1220 775 98.1 806 107.1 701 a5.9. 906 96.2 749 76.3 906 862 73B 808 623 729 57.3 Ee 74.7 718 49.1 905 71.2 710 429 906 70A 7E �a r`3 ¢Z a W Q r 78 in 127.1 B61 1325 T54 105.0 681 1125 T45 90.8 661 98.6 725 79.4 E7 E.5 713 7D.6 861 81.0 703 861 75.4 694 53,0 861 08.1 E1 45.4 861 04.5 075 39.7 661 E.7 672 Z I- Q Q BD In eZ7 846 65.4 574 68.9 646 TV 564 59.1 6" 629 664 51.7 W %1 545 46.0 646 50.9 537 646 47.0 530 34.5 648 41.5 519 29.5 648 382 511 25.9 646 36,5 507 m Zm c096N 582 WS 70.1 EB 55.8 568 59.1 409 48.7 56B 61.4 491 426 668 45.8 4E 37.9 668 41.4 476 5E 38.1 470 25.4 5E 33.4 459 24.3 Bee 30.5 452 21.3 56a 28.7 447pg108 N 479 449 48.9 405 39.8 44B 412 399 342 M9 35.7 397 29.9 MB 11.7 3B7 28.6 448 28.6 3B2 449 �1 377 20.0 449 22.7 368 17.1 149 20.4 3B7 15.0 449 16.9 358 W r7iIII In 44.1 425 46.0 385 36.8 425 37.9 379 31.5 425 328 373 27.8 425 29.1 367 24.5 426 262 362 425 24,0 368 18.4 425 20.7 350 15.8 425 18.8 343 34.9 3B3 4 34 25.0 321 21.8 6 2B 317 14 364 0.4 233 16.8 253 17.1 20 } V 'd mCn co in .53 Q 144 In 20.2 TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: a Anchor Capacity Table Ohs) ANCHOR CAP.,,,°a,,, O�rc, substrate: 27k Conc t0 3.5k Cono.I HOBow CMu FBlaa CMU PT Woad Mew (DP-)X l ANCHOR CAP.,°° i 5/16'Eko 1/4.56Ek40178•Elco Va•ssEkO atOsteal 912sroel etzsted MULUONCAP.,,,,,,,.,/ PRODUCT REVISED Arwtef Type: 3/16'Ek0 Ultracm 1l4•Eko Ulbacan I1l7dCOn 3116`Eke Ulbacon 114'Eke UltrOcm AppnYlatof 911teco0 A9greGetw 6ucw(GS)64nw(OS) sue..los1 USE THIS FORMULA TO OBTAIN THE°ANCHOR as complying with fire Florida Anchor Clip Patterns - CAPACITY REQUIRED' TO AN eullding Code Edge 0lstence MX I- 2-11r 1- z•trr 3•i f I" 2-v2• +• 2nm 2• 3-110• 2• 0AW 0.64' o.3za' NOA-No. 17-0630.01 Embcdrnem M'� 1SI4• 151P l-U4• I-W4• 7 1.I" 1-7/4° 1•+/4• 1-1/4• 1-t14' 1-1/4' T 13/B• IN. lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm@5'M1n 0.0.1(2)245APela r:lps I(F79.1X 3BO Qsa 390 os d501na A90 ks 17001bs 210bs, 2EIh 3541bc 74 = 3141Ds 7201ba 9401bs 3411ba 442)ba Seohs OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05/26/2021 4 Anthem®35•Min O.G 1(2)35 An9k COP3I(FIG.2X leg ins 780 es 7so Ina 1670 ins 2525 Ba 540 lba 560+ba WA 112018s 7481bs BBD Ina IM ins Bez ins aes ins 1120 Ne CAPACITY(FROM THE TABLE)OF THE SELECTED 9 AnrJwrs 0 271•Min O.G 1(2)225 Angle Clips 1(199.3X 11201be 1120 ins 958 Ibe 2246 Iba 2264 Du WA BW Ibs NIA 10591bs WA 17201be WA 10221be 13271ba 1680 ins MULLION.IT W ILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduct Control - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. , SEE SHEETS 2-4 FOR GENERAL INSTAL AL LATION METHODS. ' I FIGURE 2• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND-MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. �1v1 p1Y LYN 17'7. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2.3. .125• 45° `���a�.••••••••N FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C1�;•'••L7CENSF (( '� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED _ 1t= • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 45•BAY • LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION %�,p•'.• TATE F • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,l"S.S.OR 410 S.S_ ' i�s•'•'40RIDP..•'G��; ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. (Vgq EN���� A.LYNM IMkfLEA'P.E. FL P.E.#58705 t F--1.zss•� � 0 1.060" t.000 �- 1zs - a.371.5 5' ' ai�,' 25" 2.750° 2.750' .125" 25 3,188' .125' .125' L RwT 2.5' 2.00 2,1'� N 2000' .265' 125° fNFc RY U ' ° Zy3565 O =T Inr V - X 2•X.125'MULLION 1"X2'X.375'MULUON VX2.75"X.375'MULUON 1'X2.75'X.650'MULLION 1"X3.125"X.5"MULLION 1.25'X 3.188'X2W MULLION 126"X2.11°X.125'MULUON y m U 6063-T6 ALUM. 6063•T6 ALUM. 6083-T6 ALUM. 6063•TB ALUM, 5083-Te ALUM. 6063•TB ALUM. 6063-TB ALUM. Q X-SECTION Lr- X-SECTION X.4ECTION XSECTION XSECTION XSECTION XSECTION WU O p Z M W --iF"-.125- ~ U) Z TABLE A z z UZ.I a m = I I 2XS ANGLE CUP Z u U STANDARD CLIP Dimension Value pn) For Mullion: w 6063-T6 ALUM. 2 125" 6063-T6 ALUM. ❑g O 2.000' XSECTION ¢ E rcZ XSECTION 2.000" A 1.825 1- .� n.b U-CUP 1"X2'X,125' ¢ M c- I I 8063-T6 ALUM. •125" B 2854 p F- U .125" XSECTION Aluminum Z ZZ Q M M C 0.895 Tube Mullion I- 4 Z Z m m D 0.74D a U) Q 50�o Z .125" I.740"F- A 1.125 1°X2"X.375° o W O B 5.500" B 2.404 Aluminum p W 3.125° -1 CUT HERETO .375' I. --5.000•- -i C 0.490 Tube Mullion V Z O O .375° _CREATE F-CLIP,SEE MIN. I .376'MIN. I-- D 0.490 a A r DETAILF,SHEET4 . 875 338°MIN. e. c MIN. i IX -------I i------- A A I r--------------------- B 3.000 1°X276°`X v `° d U-CLIP 1-------- .375 Aluminum o u L- -----J L____-_-J 8063-T5ALUM. `- '------------------' 2X5ANGLECLIP C 0.757 Tube Mullion PRODUCT REVISED TOPVIEW 6063-T6 ALUM. TOPVIEW D 1.118 as coin lying with the Florida �- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 Building Code r8 STANDARD CLIP 1"X2.75'X NOA-No. 17-0630.01 6063•T6 ALUM. DASHED BOUNDARY.SEE SHEETS 6-18 FORTHE B 3.000 .850' CENTER OF ANCHOR HOLE MUST UE TOPVIEW CENTER OF AN ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Expiration Date 05/26/2021 WITHIN 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. WITHIN THE DASHED D 0 836 Tube Mullion By DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE ANCHOR DIAMETER Hfi". SHEETS SI7 FOR THE A 2000 DIAMETE Mlaml- a�1 Product Contro _ ANCHOR O.C. TABLE B 1°X3.126'X DISTANCE MAXIMUM PGT Part# B 2637 .500'Alum 5.500" 375• ANCHOR HOLE MUII Dimension(Sheet#) C 0.853 Tube Mull DIAMETER:AIM6'. Mullion Std.Clip Offset Clip U�IIp Angle Clip D 1.137 .375' MIN. DIAMETER+thl6°. MIN. 1"X 2"X.125'(5) 66605 666113M 6661118M 666243M 666511 M A 2.625 aw 1"X 2"X.375"(6) 666006 666114M 6561119M 666244M BW512M B 3.262 1-25°5 3 um l um I I V X2.75"X.375"(7) 666D7 666115M 6661120M 666245M 666513M C D- Tube Mull 8 1"X2.75"X.65d'(8) 66608 66611SM 6661121M 666246M 666514M D 1.782 1.26"X2.11°X �.� ��1Y LY/yN I --- --- D I 1"X3.125"X.500"(9) 66637M 6861116M 6661114M 666242M 666515M , a '•••. Mi , i I I I A 1.613 .121°Alum ` �'�'.••'`1GENSF �! 1.2Y X3.188-X.265'(12) 66641M 6661117M 6661113M 666241M 666516M Tube Mull Q; ;Cn� ------- `' ------- No,58705 I 1.26"X 2.11"X.125"(16) 69370 N/A WA N/A 666517M _>It: C OFFSET CLIP NOTES: - .125' 8063-T6 ALUM O`•, S /I .'�\ I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. OF .740' I �s ••<ORIOP.••'' -' 2)SEE SHEETS S-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. �� tS 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P. 8705 -1 1.000" f•- -� 1.000- 1.062" � 740" �n .385" 125' ..062 .. Cc 8 .082" {I�( �'i F'-.125' �' Q o 062° a 438" 1 4.OD0" .125'STANDARD CLIP c�y Y3 4.000° 4.000' 2.625' 2.000" 6083-T6 ALUM. I 2.125" 2.000" 2X5 ANGLE CLIP X-SECTION U•CUP 6083•T6 ALUM. U) Eel .125' I I 6063-T6 ALUM. XSECTION 125 ,125" N " .126" X-SECTION e U .126° U) LU 2 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J to .125' ° ' DASHED BOUNDARY.SEE SHEETS 10.20 FORTHE Cn 375' 155 375' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR X 2 T �7' -T HOLE DIAMETER:ANCHOR DIAMETER+1116% LU U) c' I- 1"%4'X.126"1 1"X 4'X.375' I 1-X4'X.375' 5.500° to z MULLION MULLION 'T"-MULLION 6063-TU ALUM. 6063-TO ALUM. 6063�f6 ALUM. 3.125' CREATE F TO 375" 5.000" 375° tMD (WD .375" _CREATE FLLIP,SEE ��MIN. X-SECTION XSECTION XSECTION MIN. DETAe.F,SHEET4 Z y., Q ONLYON t250' .375" m eU FACTORY 1.594" ------ I -- CENTER OF r--------- -----------� .375° 1.694' i 1 I i I ANCHOR HOLE I "I � O% to MIN. aZ vazsoN I I I I I MUST LIE WITHIN I 1 J D_g 1 I I 'I THE DASHED j I Q J r- I 1 I I I I BOUNDARY.SEE I I ~ O ¢ N o I I I I F SHEETS 70.17 1 I Z 2.875"2 1 ___ I I ___ I FORTHE F -_-_____� rL F Z•Z o ANCHOR O.C. .100° 3. I I I I I F DISTANCE I I Z b° ❑ 3,250" 100° I I f MAXIMUM W O 3.250' 1 I I I I ANCHOR HOLE I I DIAMETER: I I H= U 00' LL -_____ ANCHOR O O .100° DIAMETERr1M6'. OQ.. -.0 N624° 2X5 ANGLE CLIP a "O>O 4' rt STANDARD CLIP U-CLIP 6063-T6 ALUM. .. S.820" .820°)•� TOPVEW o 6063-T6 ALUM. 60B3-TB ALUM. 1 260" 1.250° CENTER OF ANCHOR HOLE MUSE LIE TOPVIEW TOPVIEW �•( .820° 1�- WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125"X 325°X.100' 126'X 3.25'X.624" 1.25'X 3.94'X.624" SHEETS ID-17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as complIIn with the Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(in) For Mullion: Building Cod. 6005-TS ALUM, 6005-T5ALUM. DIAMETER:ANCHOR DIAMETER*1/16', NOA-No. 17-0630.0'1 X-SECTION •X•SECTION fi005-TS ALUM. F 3.687 1" C4"X F 1.838 1.25"X3.25" X-SECTION G 1.000 .125" G 0.600 X.624' O Expiration Date0512612021 H 2.6BO Aluminum H 1.438 Aluminum 1 3 469" 5.500" I 3.000 Tuba Mullion I 3.250 Tube Mullion I� 2.fi61° 25 � .375' 375' w Mlaml ode ro uc Contro VIII� .II .125' F 3.187 1"X4"X F 2.025 1.25'X 3.94" ' �.-A .125 1.877" I MIN. G 0.757 .375" G 1.125 X.624" I 1.377' ❑__- ___� �______-� H 2.430 Aluninum H 1.500 Aluminum I I I I 1 3.000 Tuba 8."T' 1 3250 Tube Mullion F 2.250 115'X3.26° F 2.813 3V BayMull 1 G 0.760 X.100" F 2.875 45'BayMull .125° I I I 1 H 1,500 Aluminum .125' 45° 2.250° I I I I I I I 3.250 Tuba Mudlon 30° i 1 I I H i z I 1 1 I 1 y 11j111111117/ 3.25D"45-BAY MULUON 3150' I 1 I I TABLED wLYNIV 30°BAY MULLION 6063-T6 ALUM. IL I I I `- -----JI Mull Dimension POT Part# `\�� QN ...41 6063-TB ALUM. I X-SECTION (sheet#) Mullion Std.Clip Ogsel Cllp U-Clip Angle Clip ` c��,•'• LICENSE•'•�(� X•S.M ON I 1°XA'X.126°(10) 69364 666111M 6661122M 686241M 868518M z •-.� G OFFSET CLIP N0.58705 7 I I .125' 6063•T8 ALUM. 1°X4'X.375'(11) 66610 666112M 6661123M 666242M 668519M 8, _�-; �r_ ..7 •y-16"�F--981„H TOPVIEW 1"%4°X.375'-r(11) 88653 668112M 6661123M 668242M 668619M o- - - NOTES: 1.25-X3,25-X.100-(13) 20160120312 6661127M 6661124M 668241010 6665115M 1.25"X3.25'%.624'(14) 20161120316 (4611126M 6661126M 66624ilM 8665116M N :�7.C,'•, SE% O /,•'•(`([/� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .: 4.25°X3.94'X.624°(16) 20162 6081117M 6667128M 668241M 886517M .14ORIDP.•'G\?� 2)SEE SHEETS 10,11,13.15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA NIA 8885110M 45 Deg (20) 66650 WA WA WA 6685111M it I//11 1 11 R 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, A.LYNN MILLER,P.E. L) FL P.E.#58705 TABLE E � Mull Dllnension PGT Part# ® $ (sheet*) Mullion Std.Clip U-Cllp Angle Clip ;�I--•125" --j�-•.125" 2•X4"X.25"(16) 66602 666261M 666271M 6665112M u o 2°X6"X.25"(17) 66604 656262M 666272M 660511 M STANDARD CUP FI U-CUP 26063 ANGLE CUP 8063-T6ALUM. UU63-CUP ALUM. ` fi063-TB ALUM, o�V 2.000° XSECTION 2.125• XSECTION 2000' XSECTION IJ. NOTES: cq L I .1 L .125° } 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' 25" d- UEf N W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. TLU 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �'1.4913-4 i O HOLE LOCATIONS. 1.490` J (f) 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .5.500• - - CUI'HERETO - ff 5.000' 375" W 0n o0 _ 3.600'� SEE TE DETAL F. I MIN. Z) Z r� W 2.000' .375' 'L f_SEE DEiAILfi MIN. � .375° � I F 0 Ip O MIN. SHEET4 N z ---- -------� o ,� z '• Q r-------- - I - -- -- F---------------------T. z Z LU m = 1 i N N5 2 SU 1 I I I I w 'S j,"O I I II I I .J CL 8 z 4.000" j j I I Q J e r 3.438• t 3.438" Q 1-_-_-___� z F V Q _ .250• Y X 4'X 26' I 1 I I F ZQ ❑ MULLION I I 3.438' I I F Z S to 1p 6083-T6 ALUM. j -- i I I 375° a. Z ymo"Q X-SECTION I I I _____1 MIN. c I�il 0 _ L_ _____-_J __ __ L________________ ® J 1n co ______ _ L- STANDARD CLIP - 2XSANGLE CUP x U O Q U•CLIP,6083-TB ALUM. :Q O O CENTER OF ANCHOR HOLEMUSTLIE 6063-T6ALUM. SED FI 2'%4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6ALUM, rt IL e Zmto u) .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WTHINTHE DASHED BOUNDARY.SEE TOPAEW a gR pO vO SHEETS IB•17 FOR THEANCHORO.C. SHEETS I6-17 FOR THE ANCHOR O.C. c07 a-'g d�� : DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE c m-� DIAMETER ANCHOR DIAMETER 1/16', WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER♦1/16'. SHEETS 16-17 FOR THE ANCHOR O.C._ PRODUCT REVISED DISTANCE MAXIMUM ANCHOR HOLE as comBplying with the Florida 5.500" BOA N CCodde CUi HERE TO DIAMETER:ANCHOR DIAMETER+111fi". 5.000' NOA-No. 77-0630.07 2000' 3.500° CREATEF•CUP, f� ri .375 sEEDETpEF .375 �T.375' Expiration Dag 5/26/2021 MIN. _ r-SHEET4 MIN. MIN. .375° BY r----- -- - - I -- I- - f_______________ Miami-♦? eProduct Contra I I 11 I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I z5o° 6.0o0• -i-- =,-- --i- 4.688 4 5.a3a• i--------� 6.438" I I 11 I l l r/1 S. a�Ny LYN/y 2•XB•X25° I I • .i 1 I I :\ �� ' 1-\CEH,SF MULLION 6083•T6 ALUM. I 1 I I 375" *: No.58705_ XSECTION _ I - --I-- L------- I MIN. --9 ST STANDARD CLIP` U-CLIP 2XS ANGLE CUP i�S•'•:c10RIDP,.•'G���� .260° SM. TOP VIEW USED FOR 2•-X BTMULLION.SHEET 17 60TOPV EW ONAL.IEN P.E.�TOPVIEW A.L,4w F61ILL�R,P.E FL P.E.#58705 i EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. 1 INITIALLY ASSUMING THAT A 1'WIDE MULLION 15 SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH 151'-12+1-=65 G".REFERENCING SHEET 25.THE COLUMN USING W off c NO ANCHORS HEAD ) -- RECTANGULAR LOADING MUST SE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF2-1/4•AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE QQQgoQQQN� -,—SEE SFE 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+/v�6.3 PSF AND WOULD FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. m PROWCB SHEETS _ APPROVAL 23 02 FROM TABLE 4A SHEET 8,THE 1"X 2.75•X.850'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE -- u 72' OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION N LENGTH !� !� 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 0 if ll ANGLE CLIPS WITH(4)412 ANCHORS HAVE A CAPACITY OF 665 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL, m coZ `� D� 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O LU LU SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J/-23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Tn ` 1 2= I IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY. W o NO ANCHOR$IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPAC17Y REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Im m co 32" 3Y co—I I—Muu.moiH (60 PSF)X 636 LBS\=524.9 LB5 (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WOTH 72.7 PSF z 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 � DESIGN PRESSURE OF+50,O1S5.0 PSF. 4 H FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+l'-IOS'AND THE OPENING WIDTH IS 3S'+36'+1•=73'.REFERENCING SHEET25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-M"AND WILL ~ IA s o 110 EXAMPLE 2•MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE•USE THE NEXT LARGER SIZE AVAILABLE. W," o - n1ULLmDTH SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375"MULLION(LENGTH-106'.OPENING WIDTH=80)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 1S+1-15.1 PSF g Y ay��-' SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q 03 W FROM TABLE 12A,SHEET 16,THE 2•X 4"X.250"MULLION(LENGTH=108'.OPENING WIDTH=80')HAS DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢..W Z O f FOR THE OPENING AND MAYBE USED 1N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, 0_ m'O 3Y fPRODUCM EE SEE �.9 .. A RATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74",NOT 73"AS PREVIOUSLY a SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN OVAL 24 THE 73'DIMENSION(35-12-+35-12'+2•=73'). PRODUCT REVISED _ as comng Code plying with the Florlda 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 guildi VER7ICALI , I CONCRETE HEADER AND SILL ARE 8'WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•.CARE MUST BE TAI(EN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17.0630.01 MULLION` - - USING THE STANDARD CLIP WITH(6)3/16•ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH "-SEE 0 SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. Expiration Date 0 512 612 0 2.1 8 DETAILS, DETAIL E. OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS: gY HEIGHT w Miami-Q de Product Contro - FOR BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER w LAHUut0iZ"1 MULLION TYPE COULD BE CHOSEN. h 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE USED.FROM TABLE 12A SHEET 16,THE 2"X 4"X.25D"MULLION(a LENGTH=42-,OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+/--170.0 PSF WHICH EXCEEDS THE � REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. LOETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" d WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE U51NG THE 2X5 ANGLE CUPS WITH(4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED W LI II IffT • ANCHOR CAPACITY OF 521 LBS. 3s,nDRz 3e,Howz a `�.�aQNY LYN/v MULL LENO7H� MULL LENO7H� 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR _%CENs �� II 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 C�' F =�(� OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, _ No.58705' _*: FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE I5: ' +1-64.7 PSF FROM THE VERTICAL MULUON; a +/-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). IE THE LOWESTDESIGN PRESSURE IS+1-84.7 PSF AND WOU).D APPLY TO ALL OF THE MULLIONS. R 4ORIOP,.•'��� j VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION " '� /O�NAL e.,���� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN o A.L1 fWrfnl�",P.E. - ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.# f+� 7 I EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/IR4WGULAR LOADING: „ i a 1 PW o I P11V PW I ex h LL a U SH/DH SIWH SH/DH SH/DH i PW PW Z IN F W 4W °I N i OD LE LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I m LU g SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED ' I DOOR Z z U it SGO ui z QU I LOADING OF VERTICALMUWON w j ;p PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d r PW / z Z < N m I F Q Z I PW PW a w I PW (0 8 4nMlPW ® 0 Y Y F Q u1 ui 1n H SH/DH 4 SHIDH- 4 SH/DH I _ a'_c N 10 4 4 I 0 mDf / 4 PRODUCT REVISED as complying with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION � 1 Building Coda SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION 1 NOA-No. 17-0630.01 PW PW HR Expiration Date 0 5/2 612 0 21 I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By I MULLION Mi. -0P a Product Control I -' PA HINGED 1 NOTES: DOOR PW PW 1)DRAWINGS ARE I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. I CONFIGURATIONS NOT SHOWN _ _ PW MAY BE EXTRAPOLATED FROM p THOSE SHOWN. I � - CANNOT /1 2)IF THEMINLOADINGTYPE O�Y LYNN I BE DETERMINED.USE OCEN••hlj !� PW j f7pwRECTANGULAR LOADING.Pw P�,•"•LtCEN,gF••,t!��� 3)SEE PRODUCTS'APPROVAL FOR Ne•58705 ACTUAL ANCHOR LOCATIONS. L n p* LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION A PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MU WONS j I I ,�ONAL LOADING OF VERTICAL LOADING OF HORIZONTAL A.L^TtJMIMIILIt4,P.E. MULLION MULLION FL P.E.#68705 I i. I i DESIGN NOTES: \���,,�GE#�magA�sT�,P.E. FLORIDA BUILDING CODE SIXTH EDITION (2017)ASCE 7-10 � Vult=170 MPH/Vasd=132 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCT��Q 01E (� ; . RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 •• � f`�-' 9 qh 0.00256*Kz*Kzt*Kd*V*V '�- P = qh ((GCp)-(GCpi)) - No ES 8 -, MRH=140', ZONE(S)AS NOTED, ROOF TYPE MONOSLOPE, ROOF SLOPE 00 _ "G PRESSURES: NOTED BELOW _ INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS _ VALID o GENERAL NOTES: ; Q • S TAINIktHr N0 CINALS •,• SIGNATUREL 1§E EE SEAL: 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THE Pf1RP •• SIGTIATl1RFF��00 1,THIS OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION,EITHER /// S/ S PART OF'A DIGITALLY - THESE PRESSURESED OR IMPLIED, UNLJSSS PRODUCT AND APPROVAL INFORMATION IS SPECIFIICALL REFERENCED AND ADDRESSED LITY OF ANY PROPOSED SYSTEM OR NENT H REINED ALONG WITH///r I I�L16��I,.-AT,& REMAIN IN 91G�S I•(JI(I�IAT,&PRINTED 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL EGRESS ISSUES ARE TO BE COPIES OF THIS DOCUMENT ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL ARE NOT CONSIDERED SIGNED - 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATER AND SEALED.IF THERE IS NO INFILTRATION OF FIRE SAFETY. DIGITAL SIGNATURE ON SHEET 1 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE OR THIS SHEET DOES NOT EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTAIN AN ENGINEER'S CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO REINSPECT AND RE-EVALUATE DESIGN.NO WARRANTY,EITHER EXPRESSED OR ORIGINAL SIGNATURE&SEAL, IMPLIED,IS CONTAINED HEREIN.SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME,THE CONTRACTOR SHALL THIS SHEET IS A COPY/DRAFT. VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF (� THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER '0 ID N IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. v x 5. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS&INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S z Cr SPECIFICATIONS AS SUMMARIZED HEREIN. Wh of f Uu f 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND F- M Lip O ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION,AND ASTM C1281 OR AAMA.812 FOR THE �� LL U 1 W�J U)UU.1 TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. [(� 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. LL U) r�X 8. ALL CONCRETE SHALL BE UNCRACKD ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND SHALL BE MINIMUM 1.SX UL = LU W THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND W LU U -z a SHALL BE IRON-FREE,NON-SHRINK AND NON-REACTIVE. ccF.•> i..it X 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.SXDIAMETER MIN SPACING TO r Q�Q LU W U,LU W o ADJACENT ANCHORS,UNLESS.NOTED OTHERWISE. , Z 10. ALL FASTENERS TO BE#12 X 3/4"OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR CADMIUM PLATED OR -7, 00. - m o 6-OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,AND LOCAL CODES. 11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,TO THE EXTENT THAT l.I-! (OQ fJ 0 m Z W . THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN.CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO U W @I Z INSTALLATION. L f7 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.al. (�W W n.=w ' INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,& O m FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. T .x' O 13. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE.INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND G_k..' to C) MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING U FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. H -. *ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION * U) J U.I M DESIGN INFORMATION: z z 3 W UL DESIGN PRODUCT APPROVAL MULLION MULLION SIZE _ -L O p 2 MARK QTY W x H(in.) ZONE PRESSURE(psf) APPROVAL# PRODUCT MODEL APPROVAL# U) LL .� PRESSURE(psf) (in.) L1J O� Ln Z U Ln X )- 'D Lu SERIES DH-5560 PVC Lu , e D7 IY W W is (1) 36.00 x 62.00 4 +45.30/-61.91 17-0630.10 DOUBLE HUNG +70/-110 17-0630.01 1 x 4 x 0.125 LL 0 Q N LYl WINDOW � U) N O W IT SERIES DH-5560 PVC d O U) n Q Ln lb (1) 36.00 x 62.00 4 +45.30/-61.91 17-0630.10 DOUBLE HUNG +70/-110 N/A N/A W O WINDOW En U) Ln U U KTSERIES DH-5560 PVC Of OI 2 (1) 31.00 x 51.00 4 +45.30/-6-1.91 17-0630.10 DOUBLEDUNG +70/-110 N/A N/A DR W Lu m W'oii File C o % Y a Z _Cl G z� 'LOv"i�F w o a cr 1A '06 O p U O Q . �o¢rn ' ocwwc�= 0 Lp.�m®ppp/p�LgL+m Nq��. ��z 3 0 RE �*I�- VJYi E D B L a�wo K 6 _ COt _ J=�- B^c DRAWING NOTES: y COPYRIGHT ENGINEERING EXPRESS® • ALTERATION LEVEL:THIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY.IF LEVEL OF ALTERATION IS DIFFERENT,THIS 19-19 8 08 ENGINEER SHALL BE CONTACTED FOR ADDITIONAL CERTIFICATION. • DOOR DESIGNATIONS:ANY DOOR PRODUCT SHALL IXIi ONLY TO EXISTING BALCONIES WITH IXIST]NG 42"HIGH APPROVED GUARDS WHICH SHALL NOT SCALE:NTS UNLESS NOTED BE MODIFIED. • SILL HEIGHTS:WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24 INCHES.OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 42 INCHES THAT DO OF - NOT OPEN TO A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM OPENING TO WHICH A 4"SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36"(EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENCY C I THE BLOCKER MUST BE REMOVABLE).WINDOWS WITH THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING-TO FBC FOR SAFEGUARDS WHICH IS NOT INCLUDED IN THIS DOCUMENT. • WHEN APPLICABLE,WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH=HEIGHT/3(EFFECTIVE AREA=H*H/3)