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HomeMy WebLinkAboutPRODAPP 17-0630.01 PGT Mull barMIAMI- MLAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianudade.eov/eeonomv 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 MiamiDadeCounty 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 label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. NOA No. 17-0630.01 MIAM4DADE COUNTY Expiration Date: May 26, 2021 ( �iili1 M1 "� (�2 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014) and with FBC 6111 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t° 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. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS / A THRU G; SHEETS 2-4 MULL LENGTH J OPENING WIDTH FOR VERTICAL / MULL—N -� SEE DETAILS \ A-D,G,H; 1 SHEETS 2-4 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE / 11 \ SEE DETAIL' ATHRU G; / SHEETS 2A C III i OPE /SEE DETAILS HORIZONTAL A MULL SHEEETSETS 2 2-4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPEN I HEI GHT MULL LENGTH —OPENING WIDTH ---1 SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. is HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. (-•--HORIZ. MULL LENGTH ---I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. N 1 INSTRUCTIONS .... ......... .....-_-.......1 OPENING ELEVATIONS ................... .....- ........ 1 MULL TO 2X WOOD............ ...... ...... HEIGHT MULL TO 1X & MASONRY ............. 2 INSTALLATION NOTES, ....._......_... 2 FOR 3 MULL TO STEEL STUD. ...... ........... 3 MULL TO MULL_ .............................. HORIZn0PENINGWIDTH ALTERNATATE CLIPS- ...................4 BAY MULL INSTALLATION ...... .......4 VERT. MULLMULL 5 1 X 2 X .375 MULL SPEGS...............6 1 X 2.75 X .375 MULL SPECS..........7 LTH 1 X 2.75 X.65 MULL SPECS ..... .......8 1 X 3.125 X.500 MULL SPEG3........9 1 X 4 X .126 MULL SPECS ............. -10 1 X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 X.375 "T" MULL SPECS........ 11 1.25 X 3.188 X.265 MULL SPECS...12 FOR VERTICAL MULL 125 X 3.25 X .100 MULL SPECS..... 13 1.25 X 3.25 X.624 MULL SPECS_.. OPENING WIDTH _ 15 FOR VERTICAL MULL 16 *2017 FLORIDA BUILDING CODE (FEC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FSC), 5TH EDITION •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2095. OAISI SIOO-12 *AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL PIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL-. GENERAL NOTES.......-........-........ 1 INSTRUCTIONS .... ......... .....-_-.......1 ELEVATIONS ................... .....- ........ 1 MULL TO 2X WOOD............ ...... ...... 2 MULL TO 1X & MASONRY ............. 2 INSTALLATION NOTES, ....._......_... 2 MULL TO MASONRY.......... ........... .. 3 MULL TO STEEL STUD. ...... ........... 3 MULL TO MULL_ .............................. 3 ALTERNATATE CLIPS- ...................4 BAY MULL INSTALLATION ...... .......4 1 X 2 X .125 MULL SPECS..........._.. 5 1 X 2 X .375 MULL SPEGS...............6 1 X 2.75 X .375 MULL SPECS..........7 1 X 2.75 X.65 MULL SPECS ..... .......8 1 X 3.125 X.500 MULL SPEG3........9 1 X 4 X .126 MULL SPECS ............. -10 1 X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 X.375 "T" MULL SPECS........ 11 1.25 X 3.188 X.265 MULL SPECS...12 125 X 3.25 X .100 MULL SPECS..... 13 1.25 X 3.25 X.624 MULL SPECS_.. 14 1.25 X 3.94 X.624 MULL SPECS-... 15 2 X 4 X,25 MULL SPECS ................ 16 2 X 6 X,25 MULL SPECS...... ......... . 17 126 X 2.11 X.125 MULL SPECS.... 18 30" X 3.25 BAY MULL SPECS........, 19 45° X 3.25 BAY MULL SPECS........ 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2 ..............................24 LOADING EXAMPLES ...................... 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FTS) FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FTS) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS/FTS) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA•' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FTS) OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ❑ to UU K p W J K J 2 c0 W DOQ (J � z Z W � Q z ~ ~7 F- CL to r (fj `o w N � U � a 0 O `' — tJ - 74 0 0 M CID 04 PRODUCT REVISED as complying with the Florida Building Code NCA -No. 17.0630.01 Expiration Date 05/26/2021 By1_' - Miami- _„ Miami de Product Control LY ry VICENs �• ; No. 58705ir f t - %�o .'• STATE Of F " !(,((/` ///y S/®NAL EAG`• A. LYtGN MIL1L1HR2',�.E. FL P.E.# 58705 D ETA] L A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER 7HE STANDARD OR - OFFSET MULL a CLIP MAY BE iNSTALLEO 0Y THIS METHOD. 4 Z d ae w N I � O a SU a w MULLION W= O DETAIL B: TYP. ANCHOR `- MULLION MULLION ATTACHED TO 1X BUCKSTRIP o „z wAND o PER SUBSTRATE, o WOOD BUCK AND MASONRY A ACHMENT SEE SEE TABLES IB -138 LL (STANDARD CLIP SHOWN) BY OTHERS, lO SEE NOTE 1. N SHEET I. m ° ..0 MULLLU ° z 2 N . - I ]a W 1 SEE SHEETS a MIN 2.7 KSI - ' EDGE N d = d i ° CONCRETE OR CMU i% 21-23 FOR HOLE d ��DiSTANGE, W i t LOCATIONS° SEE SEE TABLES CO d EDGE DISTANCE 1B-136 _ EDGE o o I a FOR MASONRY ¢ f— ° DISTANCE ° a ANCHORS W p (n FOR WOOD - r0LU SCR d ° SIDE VIEW Z m L,260" MAX FOR d dd a q Q ° ALL MULLIONS ° - - EITHER THE d a d d U 0 Q Q ° - STANDARD OR z Z U 6m = °- OFFSET MULL Z w '(,) a a 4 - e - ° d' da CLIP MAY BE W CY 3 ea d d INSTALLED BY a. �a a°rO 4 e - EXTERIOR ° THIS METHOD. H- _j�Z 4- EDGE - = Q Z r ° - - d °. DISTANCE eA ° a- d FOR e - m z O Q N MASONRY THE OFFSET CLIP IS ANCHORS a U) ¢ R O ?+O ,✓i - a - RECOMMENDED FORa ° r � J to 0 0 ° 4 °FIN -FRAMED e a WINDOWS, BUT MAY � h EXTERIOR 1' Y ALSO BE USED FOR - ° OO , In UJ U] NP. ANCHOR PER SUBSTRATE, SEE TABLES 113-168 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 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 MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. OTHER FRAME TYPES TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-1613 SEE TABLES 1B-139 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-13B AND ATTACHMENT a ` BYOTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 By �k llllll// �` ANY CY7+lN • �,,, ��'�J'. •' V10ENgF No. 58705 --�—,,,.-y -10 SO /jJNAL 1E 0. ' A. LYNN khILLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) 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 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 MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD, 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: 25" MIN. MULLION TO MULLION INTERSECTION NOTES: (U -CLIP) 1) MAY BE INSTALLED IN "IEE" OR "CROSS" INTERSECTIONS. VARIES VARIES 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 TOP VIEW VARIES ---•i FRONT VIEW FOR CORRESPONDING MULLION. 912 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS v MULLION SECTION EXTERIOR SEE SHEETS 21-23 FC HOLE LOCATION EDGE DISTANCE SEE TABLES 113-1313 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) w �a a i 1 ! TYP. ANCHOR s EITHER THE I PER SUBSTRATE, 2Li� LL h O STANDARD OR ^o= U SEE TABLES 1S -13B I I OFFSET MULL PERSUBSTRATE, I I W CLIP MAY BE I EDGE DISTANCE INSTALLED BY II FOR MASONRY \ a`SEE SHEETS THIS METHOD. ANCHORS I°I 21-23 FOR v 1 II 4 G- Q O m CD e L O Cl) Il EXTERIOR °° a \ ° THE OFFSET CLIP IS MULLION EDGE DISTANCE ° - ° RECOMMENDED FOR Uz FORMASONRY ° [� FIN -FRAMED ANCHORS - - ° WINDOWS, BUT MAY b - ALSO BE USED FOR a n - OTHER FRAME TYPES. A U � Q U) Z TYP. ANCHOR d Z z /PER SUBSTRATE, d Q ° H / SEE TABLES 18-138 O z N a TYP. ANCHOR - 60 PER SUBSTRATE, J h BUCKSTRIP SEE TABLES 1e -t36 o AND ATTACHMENT BY OTHERS, --I ENT .. . SEE NOTE I, a tl SHEET 1. EDGE U DISTANCE Q C -��SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B -13B FRONT VIEW SIDE VIEW 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 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 MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD, 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: 25" MIN. MULLION TO MULLION INTERSECTION NOTES: (U -CLIP) 1) MAY BE INSTALLED IN "IEE" OR "CROSS" INTERSECTIONS. VARIES VARIES 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 TOP VIEW VARIES ---•i FRONT VIEW FOR CORRESPONDING MULLION. 912 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS v MULLION SECTION EXTERIOR SEE SHEETS 21-23 FC HOLE LOCATION EDGE DISTANCE SEE TABLES 113-1313 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) FOR STEEL STUDS THINNER THAN FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING ^ CODE, A 2X WOOD BACKER MUST USED. L2 ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW m w �a a s 0 2Li� LL h O TYP. ANCHOR ^o= U LL PERSUBSTRATE, W J a SEE TABLES IB -136 \ a`SEE SHEETS 21-23 FOR v CD HOLE O m CD � LOCATIONS O Cl) D ~ U) \ Q O MULLION U z Z_ Uz m FOR STEEL STUDS THINNER THAN FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING ^ CODE, A 2X WOOD BACKER MUST USED. L2 ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW m w �a a s 0 2Li� LL h O iw- ^o= U LL d o V 6 s Z wMz O_ W J v CD O m CD O Cl) D ~ U) to Q O U z Z_ Uz m J A U � Q U) Z Z z z Q H Q O z N a H 60 rn J h a o W ck� --I O H- U z Q C _� o zmC a a O — 3� U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Miami -D a Product Control EDGE DISTANCE � �Ni/ L�/AiA7Y77/ SEETABLES �� /VVA 113-136 z` ND. 58705 s TA FT •��v�\ RIDP- 'i CSS, •':��O.••'�\'�� 111,91 ... N A../t CX FL P.E.# 58705 DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F -CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS A -D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES, STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O SIDE VIEW SHOWN WITH 1"X4"X,125" MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B STANDARD CLIP TO BE nnnnicicn iNF1c1 n INTO WOOD, STEEL, EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X,125" MULLION. 2) SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -14B 2"X 5" X A 25" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. w (n s d' O O z J O O J Q Fj 0 O a !C 4= o t11 V v. J LL NOTES FOR INSTALLATION OPTION G & H', 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 a w Miami-D� Product Control N uI V) N of J J Q Z N 111111 `��y�Y LYNN Z a..' No. 58705 N ATE F/ ��` G a A. N4NIMILL , P.E. 0 FL P.E.# 515705 (n s d' O O z 0 0 O J J TOP VIEW Ui U 0 m I- Z TYP. ANCHOR : O PER SUBSTRATE, CJ z SEE TABLES I513 OR 16B Z D 2i X3 F- v EXTERIOR ? Q Z 2"X5"AN5LE CLIP, z z Q 2 PER MULLION END, MUST BE Q -0 z INSTALLED INSIDE OF BAY MULL. F- 6 Q � J J Q FL L d� z NOTES FOR INSTALLATION OPTION G & H', 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 a w Miami-D� Product Control N uI V) N of J J Q Z N 111111 `��y�Y LYNN Z a..' No. 58705 N ATE F/ ��` G a A. N4NIMILL , P.E. 0 FL P.E.# 515705 TABLE 1A Anchor Capacity Table lbs Substrate: 27k Concrete 3.5k Ccnc. Hollow CMU Filled CMU PT Wood Metal 5/1fi" Elco Mullion Capacity Table 1bsIR 1/4" SS Elco 5/16" Elco 114" SS Elco #10 Steel #12 Steel #12 Steel Anchor Type: 3/16" Elco Ulhacon 1!4" Elco Ultracen ultracon 3116" Elco Ulhacon 1/4" Elco Ultacon AggreGator Ultmoon 1 x 2 X.125 Alum. Tube Mullion 50 in 60 in Trap/Tnang. Loading a p 6 at 115.5 73.4 61.5 49.8 .z' _ y 6L R G 325 Rectangular Loading 79.9 70 �' Um ^ EA m y 408 312 281 247 Opening in Tap/Tnang. Loading .ry 8. N 107.8 67.0 55.7 44.8 Width 1, LL N G c 321 248 224 199 (forvertically-sparing Rectangular Loading x 6 N m 64.9 46.8 39.9 32.9 60 ry N v as 408 312 Z81 247 in Tap/Tdang. Loading n x U �N N W G v 104.4 319 532 246 52.1 222 41.5 798 mullions) Rectangular Loading a U N .Y 62.1 41.6 35.5 29.2 or 90 a .. L W G L e c 408 312 281 247 Opening in Tap/Tdang. Loading r U G.6L 9 Z _ m 104.0 61.3 50.1 39,4 Height L J caPi 319 244 220 194 (forhoriznnPalysparing Rectangular Loading 9 55.9 37.5 31.9 26.3 100 a y^, cosi 408 312 281 247 in TmprMang. Loading ;� �p = �a 104.0 61,0 49.3 38.4 cv 319 244 219 193 mullions) Rectangular Loading W n 4fi.6 31.2 Z6.fi 21.9 1201n :b' d v d08 312 281 247 Trap/Tdang. Loading = R - 3� 104.0 61.0 493 38.1 x N c� 319 244 219 193 Rectangular Loading �• R O a 39.9 26.8 22.8 18.8 140 .a 6y >' m 408 312 261 247 in Trap/Triang. Loading 6 a 104.0 61.0 49,3 38.1 6G c<'i Q� 3f9 244 219 193 Rectangular Loading D 6 3a 35.0 23.4 20.0 16.4 160 a NG cP 408 312 281 247 in Tap/TAang. Loading N gib° 104.0 57.0 49.3 38.1 .,a AG c u� 319 244 219 193 Rectangular Loading :z• .n m N~ N N a 'a, T2p/Tdang. Loading �_ U pD a N G Rectangular Loading t.' 6 OL N N v Embedment (In): 42 In 111.9 408 74.3 312 63.9 261 52.6 247 129.5 332 83.8 258 70.5 234 57.5 207 93.2 408 62.4 312 53.2 281 43.9 247 48 in 50.625 in 54 in C 601n 38.4 200 41.2 170 32.0 200 35.4 3901bs %27.4 200 31.6 163 24.0 200 28.9 160 2t.3 200 27.7 159 19.2 200 25.9 157 16.0 200 25.0 156 N/A NIA 3801bs N/A N/A N/A N/A N/A J33.1 885IDs 685Ibs 1120 s 181 35.3 155 27.6 i81 303 5401hs 5601bs 181 26.9 149 ZD.7 i8Y 24.5 148 18.4 181 22.8 444 16.6 181 21.7 143 N/A NIA N/A N/A NIA NIA N/A 473lbs N/A 170 lbs N/A tbs 2211: a 2SO us 1 Anchor! F-0lip (R0. 5): 1951bs 1951bs 2251bs 28.8 165 30.6 142 24.0 165 26.1 332 Its 165 23.1 136 18.0 165 21.0 134 N/A N/A N/A N/A --IS-Obs N/A N/A NIA N/A N/A ?41 lbs 442 72 in 22.2 139 23.3 120 18.5 139 19.9139 IT5 116 78 in 18.9 125 197 109 15.7 125 15,8 107 78 in 17,5 118 18.2 104 TABLE 1B Anchor Capacity Table lbs Substrate: 27k Concrete 3.5k Ccnc. Hollow CMU Filled CMU PT Wood Metal 5/1fi" Elco 1/4" SS Elco 5/16" Elco 114" SS Elco #10 Steel #12 Steel #12 Steel Anchor Type: 3/16" Elco Ulhacon 1!4" Elco Ultracen ultracon 3116" Elco Ulhacon 1/4" Elco Ultacon AggreGator Ultmoon AggreGator Screw (G5) Screw tG5) Screw (G5) Anchor GIIp Patterns 2-1 /2" 1" 2-t/2' 2" 3-1/8" 2" 0.46" 0.54" 0.324" Edge Oistance(in): 1" 2-i/2" 1" 2-1/2" 3-1/8" 1" 1-1/4" 1-1/4" 2" 1-3/8" 1-318" woes Embedment (In): 1-3/4" - 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-714" 946Ihs 341 lbs 4421bs 5601bs 2 Anchors 44.75" Min. O.O. / Stand or Offsat Clip (Fig. 1): 3901bs 390lbs 450lbs 890 lbs 16441bs 270 to 280 ibs 35416. 7401bs 3741bs 6641bs 1120 Ibs 4 Anchors ® 1.15" Min. O.O. I Standard (or Offset) Clip (Fig. 2): 480 lbs 7001bs N/A N/A N/A NIA 3801bs N/A N/A N/A N/A N/A 682 lbs 885IDs 685Ibs 1120 s 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips I (Fig. 3): 780lbs 780 lbs 680 lbs 15601bs 18961bs 5401hs 5601bs N/A 7601bs 74814. BBO lbs 18921bs G821bs 715 Has 2 Anchors Q 0.45' Min. O.C. / U Clip, into .125" Alum. (Fig. 4): N/A NA N/A N/A N/A N/A NIA N/A N/A NIA NIA N/A 473lbs N/A 170 lbs N/A tbs 2211: a 2SO us 1 Anchor! F-0lip (R0. 5): 1951bs 1951bs 2251bs 4451hs 82216. 135lbs 140lbs 177lbs 370lbs 18716. 332 Its khs 5601p. 2 Anchors @ 1.15" Min. O.Cl F-0lip (Flg. 6): 2401bs 3501bs N/A N/A N/A N/A --IS-Obs N/A N/A NIA N/A N/A ?41 lbs 442 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: L�rdlIId:116A FIGURE 3: III 0 F_0____01 ANGLE CLIP MUST CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: AS THE STAN, xvivm TY ADJUSTMENT FORMULA: ANCHOR CAP.,,,",,. (DP.) X ( ) =ANCHOR CAR,"a MULLION CAP. _,,,,E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S,S, --I 1.000" f-- 125" 1" X 2" X .125" MULLION OF Z Q 2 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By r�- Ivii,nini Produc4 Control Q', •'' �\GENgF -, CCS l No. 58705 O ''. STATE F F ' w: ��27 TONAL 0\0\� A. LXNNINIILWi, P.E. FL P,E.# 58705 Y TABLE 211 Mullion Capacity Table Ibslftt Anchor Ca ac' Table lbs Substrate: 1 x 2 x.375 Alum. Tube 50 in Trap'Triang. Loading 2 d U O 1'I1O2uU_ - y cR qV 6a tIs } 60 Rectangular Loading F V L.6 00{^LG in Trapflrnng. Loading .s' 6 6� j c d¢ 70 Rectangular Loading x r 6¢G (.� c Q LL Opening in Trap'Tnang. Loading r c c Width z' Uq ^ O.0 G 6 R (for vertically-sparrin 80 Rectangular Loading x .. O'G 9 ¢ in TrapfTnang. Loading U A RaKA z' a^rfil mullions) or Opening Height 90 in Rectangular Trap/Tdang. Loading LoadingrLoading r a r U ^51 6 N6v`•-G dG r c (for Rectangular 90.8 608 51.8 42.7 31.1 26.9 23.4 18.0 15,3 14.2 horizontally 100 652 507 456 400 324 294 266 225 202 192 -spanning in Tap?dang. Loading a A 168.9 99.0 800 62.3 42.0 35.2 29.8 22.7 18.4 16.8 R 517 396 356 314 255 232 212 180 163 155 mullions) Rectangular Loadirg7 rT662 75.7 50.7 432 35.6 26.0 224 19,5 15.0 128 11.8 120 456 400 $24 294 268 225 202 192 in 7rapll-riang. Loading 80.0 61.8 40.5 33.5 28.0 20.3 16.7 15.2 :t OMnlllon �] E L 517 396 356 313 253 230 210 177 160 452 Rectangular Loading a t% (Nyt% C 64.9 43.4 379 30.5 222 19.2 16.7 12.9 10.9 10.1 74o '' ^ 60E 9 O e 662 507 456 400 324 294 268 225 202 192 in Trap/Triang. Loading 5 C 168.9 99.0 80,0 61,8 40.5 334 27.7 19.6 1S8 14.9 a^ O L 51756.7 396 356 3?3 253 230 209 176 158 150 Rectangular Loading 6-- 38.0 32,4 26.7 19.5 16.8 14.6 11.3 9.6 8.9 160 6fi2 507 456 400 324 294 268 225 202 182 In TrLoadiang. Loading 168.9 142 99.0 80.0 61.8 40.5 33.4 9.6 15.8 14.2 517 396 356 313 253 230 209 176 158 150 Rectangular Loading 2� ,p 6➢L c m '4 r2 in 170.0 620 170.0 13@0 1146 93.3 66,9 57.4 49.6 37.9 320 29.6 435 419 379 336 276 252 230 196 177 168 151.3 662 101.4 507 86.4 456 71.2 400 51.9 324 44.8 294 390 268 3p9 225 25.5 202 23.6 192 170.0 478 119.2 410 99.9 371 80.9 326 57.5 270 49.2 246 424 225 32.2 191 27.2 173 25,1 165 729.7 662 86.9 507 741 456 S19 400 44,5 324 38.4 294 33.4 268 25.7 225 21.9 202 202 192 170.0 108.7 90.5 72.7 51.2 43.6 37.5 28.4 23.9 22.0 506 403 364 322 264 241 221 188 170 162 113.5 662 76.0 507 64.8 456 53.4 400 38.9 324 33.6 294 29.2 258 22.5 225 19.2 202 17] 192 169.5 518 1026 399 84.6 350 67.3 318 46.9 260 39.8 237 34.1 218 25.6 185 21.5 167 19.7 159 10x9 662 67.6 507 57.6 456 47.5 400 34.6 324 29,9 294 26.0 268 20.0 225 17.0 202 15.7 192 168.9 517 99,6 397 '81,3 367 64.0 315 43.9 257 37.1 234 31.6 215 23.5 162 19.7 165 18.t 157 48 in 121.6 507 50.625 in 541n 103.7 456 85.4 400 60 in 623 324 53.8 294 46.8 268 63 in 66 in 72 in 76 in 36.0 225 30.6 202 28.3 192 78 in Anchor Clip Patterns 1" 2-it2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0aried Edge Distance lin)r 1" 2-1/2" T' 2-1/2" 3-118" 1-1 /4" 1-ll4" i-1 /4" t-7 /4" 1-1/4" 1-1/4" 2" i-318" 1-3/B" 'tries Embedment (ink 7-3/4" 1-3/4" 90 in 18.5 144 19.0 128 15.4 144 76.1 126 946 ihs 341 lbs 442lbs 560 ]be 2 Anchors 4.75" Min. O.C. / Standard or Onset Clip (Fig. 1k 390 as 390 lbs 450 lbs 890 lbs 1644 NIA N/A 648j F. 8851bs 112016s 4 Anchors (d 1.15" Mia O.C. /Standard (or Onset) Cllp {Rg. 2j 460 lbs 700 lbs N/A N/A NIA N/A 3811lbs N/A N/A N/A 78921bs 682 lbs BSS Itis 11201bs 4 Anchors Qe 3" Min. O.C. / (2) 2X5 Angle Clips / (Fig. 3)_ 780 Ips 7801bs 680 Ids 1560 IN 1896 its 540 Ibs 5001hs N/A 760 Ida 7481hs 8801bs 2 Anchors @ 0.45" Min. O.C. I U trli, into .125" Alum. (Fig. 4k N/A N/A NIA N/A N/A N/A N/A N/A N!A N/A WA N/A N/A N/A 221 Itis 96 in 152 127 15.6 113 4451bs 822 Its 135 lbs 140 lbs 1771bs 370 Itis 167 lb 332 lis 473 lbs 1701bs 2 Anchors @ 1.15" Min. D.C./ F -Clip (Fig. 6): 240 Its 350 Ibs N/A NIA N/A N/A 190 10.s lP N/A NIA N/A WA N/A 341 [us 442 His 58016s TABLE 2B Anchor Ca ac' Table lbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal 5/18" Elca 1/4" SS Eloo 5116" Elco 114" SS Elco #10 Steel #l2 Steel #12 Steel 3116" Elco Ultrecon 174" Etc. Ultracon 3(16" Elco Ulacon 1/4" Etco Ultacon AggreGator Ullmann AggreGator Scree (G5) Screw (G5) Screw (G5) Anehor7ype: URacon Anchor Clip Patterns 1" 2-it2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0aried Edge Distance lin)r 1" 2-1/2" T' 2-1/2" 3-118" 1-1 /4" 1-ll4" i-1 /4" t-7 /4" 1-1/4" 1-1/4" 2" i-318" 1-3/B" 'tries Embedment (ink 7-3/4" 1-3/4" 4-3/4" 1-3/4" Z" lbs 2701hs 2801hs 354 lbs 740 lbs 374 lbs 6641bs 946 ihs 341 lbs 442lbs 560 ]be 2 Anchors 4.75" Min. O.C. / Standard or Onset Clip (Fig. 1k 390 as 390 lbs 450 lbs 890 lbs 1644 NIA N/A 648j F. 8851bs 112016s 4 Anchors (d 1.15" Mia O.C. /Standard (or Onset) Cllp {Rg. 2j 460 lbs 700 lbs N/A N/A NIA N/A 3811lbs N/A N/A N/A 78921bs 682 lbs BSS Itis 11201bs 4 Anchors Qe 3" Min. O.C. / (2) 2X5 Angle Clips / (Fig. 3)_ 780 Ips 7801bs 680 Ids 1560 IN 1896 its 540 Ibs 5001hs N/A 760 Ida 7481hs 8801bs 2 Anchors @ 0.45" Min. O.C. I U trli, into .125" Alum. (Fig. 4k N/A N/A NIA N/A N/A N/A N/A N/A N!A N/A WA N/A N/A N/A 221 Itis 280 IdItis 2801bs i Anchor/ FClip (FIg 5): 795 Ibs 1951bs 2251bs 4451bs 822 Its 135 lbs 140 lbs 1771bs 370 Itis 167 lb 332 lis 473 lbs 1701bs 2 Anchors @ 1.15" Min. D.C./ F -Clip (Fig. 6): 240 Its 350 Ibs N/A NIA N/A N/A 190 10.s lP N/A NIA N/A WA N/A 341 [us 442 His 58016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL FIGURE 1: FIr:I tpr 9. FIGURE 3: ® ® 0 ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: 910 �1 I � *---j 4NCHOR CAPACITY ADJUS (DP ) X ( ANCHOR CAP. r,�,,.a ) =ANCHOR CAP. pn, \MULLION CAP F_.TABLE USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ti Z) z z C6 E J N Q o F - z C~0 F a rr1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By s TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000" f -- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1711111! I/7j 3) MULLION AND MULLION CLIPS SHOWN ARE NOT. TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2-000" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��� ��N, • ..... FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.`� @LICENSF'•.:(�� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L .375" _ No. 58705 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-T5 AND BE A MINIMUM OF .125" 1"X 2"X.375" MULLION /"`•� THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST ,125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '• E- , THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S,S. ® S AT'c F ./4NAL1ONOIN ollf A. LYNN MILLER, P.E. FL P.E.# 58705 F- W LU (n TABLE 3A - Mullion Capacity Table (ibslFtz) Anchor Ca aci Table Ebs Substrate: 2.7k Concrete in 60 Rectangular Loading mLm - -a m y c QK 170,0 744 170.0 850 170A 898 161.3 907 117.6 735 101.6 666 88.3 607 68,0 570. 67.6 458 53.5 435 in Trap/Tdang. Loading a c o C o 9� ° mac. QKm 170.0 478 170.0 584 170.9 633 170.0 691 1303 511 171.5 557 96.7 591 73.0 434 61.7 56.8 70 Rectangular Loading " Uv S c a �c Q o-' 170.0 866 170.0 992 967,8 1032 738.2 907 .100.8 735 87.0 666 75.7 607 58.3 510 458 4351 Opening Width in Trap/Mang. Loading m m e UU aU - _ c m i� Q K 170.0 506 170A 630 970.0 634 164.7 730 116.0 599 96.9 547 85.0 501 64.3 426 41 385 (for vertically 80 Rectangular Loading ?'y m m U v 9�c5 �a �c Q K 170.0 9S2 170.0 1133 145.8 7032 120.9 907 88.2 735 76.2 666 682 607 519 510 434 458 435 -spanning in Trap/Triong, Loading �'r mm U V c r.� a u �c SC 170.0 519 170.0 661 770.0 723 152.5 720 106.2 590 907 538 77.1 493 57.9 419 48.fi 378 44.7 360 mWlions) or 901n Rectangular Loading c n V V a�� a a c 4rc 170.0 1116 151.8 1139 130.5 1032 107.5 907 78.4 735 67.7 666 50.9 607 45.4 510 366 456 35.7 436 Opening Height Trap/Triang. Loading « �''�Y L' a C c ¢ a' 170,0 521 170.0 677 170.0 747 145.0 714 99.5 583 83.9 53t 77.5 486 53.3 413 44.6 373 40,9 355 (for horizontally 100 Rectangular Loading « « es'o� s �c ¢ K 170,0 1240 136.6 1139 117.4 1032 96.8 907 70.5 735 60.9 666 53,0 607 40.8 510 34.7 453 32.1 435 -spanning in Trap/Tdang. Loading i a QK 170,0 521 170.0 680 170.0 756 141.1 710 95.1 578 79.8 526 67.6 481 50.0 408 41.6 368 38.1 351 38.1 mullions) 120 Rectangular Loading i.. Q K 148.7 1301 113.9 1139 97.9 1032 80.6 907 56.8 735 50.8 666 44.2 607 34A 510 28.9 458 26.8 435 in TrapRriang. Loading �"e m c Q K 170.0 521 1709 680 170.0 756 140.0 709 91.8 574 75.8 521 63.4 476 45.9 402 37.7 362 34,4 344 140 Retlangutar Loading '� a ,v c �i - Q D; 127.5 1301 97.6 1139 83.9 1032 69,7 907 50.4 735 43.5 666 37.9 607 29.2 510 24.8 458 22.9 435 in TraplTnang. Loading S y3 c 60: 170.0 521 170.0 680 170.0 756 1400 709 91.8 574 75.6 521 62.7 474 44.4 399 36.0 359 32.6 341 160 Rectangular Loading a U a �c Q K 111.5 1301 85.4 1139 73.4 1032 60.6 907 44.1 735 38.1 b66 33.1 607 25.5 510 21.7 458 20.1 435 in Trap/Tnang. Loading 170.0 521 170.0 680 170.0 756 140.0 709 91.8 574 75,6 521 62.7 47 44.3 399 36.7 35678 322 7%2.75X .375 Alum. Tube'6.-, Mullion mg, �= 6K Trap/Tdang. Loading o t '� _ n �c 2 K 170.0 435 17D.0 524 170.0 563 170.0 612 151.5 625 530.0 570 112.4 522 85.8 443 72.5 400 67.0 381 5116" Elco 42 in 170.0 620 #t0 Steel 48 in 170.0 708 #92 Steel 506251n 170.0 747 84 in 170.0 797 60 in 141.1 735 63 in 121.9 666 L c J 66 in tOfi.O 607 72 in 81.6 510 76 in 69.4 458 1/4" Elco in 64.2 435 3116" Elco Ultracon 1/4" Elco Ultracon 431 290 34.8 327 364 Screw (G5) Anchor Type: 3271 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 25896 1"I 2" 3-778" 418 327 0.48" in 34.4 267 35,4 257 28.7 287 299 13924494 2875 1-1/4" 1-1/4" 287 23.1 M- 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 169 232 66416s 940' lbs 341 lbs 4421bs 560 lbs 2 Anchors @ 4.75" Min. 0.0.1 Standard or Offset Clip (Fig. 1): 390 Ids 390 lbs 450 lbs 108 in 242 227 24.7 205 20.2 227 20.8 N/A 6821bs 2271 11201bs 4 Anchors @ 1.15" Min. O.C. (8tentlard (or Offset) Clip (Fig. 2): 480 Its 227 16.0 195111 N/A NIA 801bs N/A NIA lbs NIA 880 lbs 789? lbs 682 lbs 805 lbs 11 s 4 Anchors @ 3" Min. O.C. ( (2) 2X5 Angle Clips / (Fig. 3): 780 lbs 780 Ibs 6801bs 1560 Ihs 78961bs 540 lbs 5601bs N/A 748 N/A 5 It 715 lbs 2 Anchors @ 0.45" Min- O.C, / U -Clip, into .125" Alum. tmg. 4): N/A NIA NIA N/A N/A N/A NIA NIA N/A NIA N/A 4731bs770 N/A IDs2Anchors 1 Anchor/ F -Clip ti -i9. 5): 1951bs 1951bs 2251bs 4451bs 822 lbs 135 lbs 1401be 177 I 187lbs 332lbs 347 lbs 44216s 560 lbs 22.7 194 18,6 215 19.1 WA N/A 1901bs N/A 295 N/A NIA N/A in 22.3 215 120 in s 184 17.9 167 TABLE 3B Anchor Ca aci Table Ebs Substrate: 2.7k Concrete 3.5k Cana. Hollow CMU Filled CMU PT Wood Mets[ 5116" Elco 114" SS Elco 5116" Elco 114" SS Elea #t0 Steel 412 Steel #92 Steel Ultracon 1/4" Elco Ultracon 3116" Elco Ultracon 1/4" Elco Ultracon Ultracon AggreGatm Screw (G5) Screw (G5) Screw (G5) Anchor Type: 3/16" Elco ullracon AggraGator Anchor Clip Patterns 1" 2-112" 1"I 2" 3-778" 2" 0.48" 0.54" 0324" Edge Distance (in): 1" &1/2" V 2-112" 3-118" 1-1/4 1-1/4" 1-1/4" 2" 13/8" 1-3/8" tines Embedment 1-3/4" 7-3/4" 1-3W 1-3/4" 2" 1-114" t-1/4" 2801bs 354 l 374 lbs 66416s 940' lbs 341 lbs 4421bs 560 lbs 2 Anchors @ 4.75" Min. 0.0.1 Standard or Offset Clip (Fig. 1): 390 Ids 390 lbs 450 lbs 8W lbs 1644 lbs 2701bs N/A 6821bs 8851bs 11201bs 4 Anchors @ 1.15" Min. O.C. (8tentlard (or Offset) Clip (Fig. 2): 480 Its 700 lbs NIA N/A N/A NIA 801bs N/A NIA lbs NIA 880 lbs 789? lbs 682 lbs 805 lbs 11 s 4 Anchors @ 3" Min. O.C. ( (2) 2X5 Angle Clips / (Fig. 3): 780 lbs 780 Ibs 6801bs 1560 Ihs 78961bs 540 lbs 5601bs N/A 748 N/A 5 It 715 lbs 2 Anchors @ 0.45" Min- O.C, / U -Clip, into .125" Alum. tmg. 4): N/A NIA NIA N/A N/A N/A NIA NIA N/A NIA N/A 4731bs770 N/A IDs2Anchors 1 Anchor/ F -Clip ti -i9. 5): 1951bs 1951bs 2251bs 4451bs 822 lbs 135 lbs 1401be 177 I 187lbs 332lbs 347 lbs 44216s 560 lbs @ 1.15" Min- O.C./ F-0lip (Fig. 6): 2401bs 3501bs N/A N/A WA N/A 1901bs N/A N/A NIA N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANOHUt4 VAI I ttav AND ANCHOR ,,"v . - -1--- - Ill CIRCLED VALUES AIRF U5EU IN I Ht tivuvrI-Lc Ury ancci 44. FIGURE 1: Eln IRP 2� FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 10 ff TMENT FORMULA: ANCHOR CAP.,,-- (DP,,,,) X ( ) =ANCHOR CAP."",, MULLION CAP,F"o,,,,o,E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALLAN CHOIRS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. -j 1.000" 2.750" I 375" j 1" X 2.75" X .375" MULLION 2 7) r 0 N F (9 (7 K a 0 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Da roduct Control Itllilll) aONY LYNN No.58705 :. � fi �'•:c�ORIDA.. •'G\��� ` rj1oNAL A, LYNN Mil ER, P.E. FL P.E.# 58705 1n rn I-- Ir. TABLE 4A An horcaidaci 23k Concrete 3.5k Cone- 5/16" Elco 3/16" Elco Uliracon 114" Elco Uitracon Ultracon Table bs 3/15' Elco UOracon Hollow CMU 114" Elco Ult2cen V4" SS Eico 5116" Elco AggreGator ultracon Filled CMU 114" SS Elco AggreGator PT Wood 910 Sleel #12 Steel Screw (G5) Screw (G5) Metal #12 Steel Scrow (G5) AnchorCGp Patterns V 2-1/2" 3-118" 1" Mullion Capacity Table (Ibs1R2) P' 2-112" 2" 3-1/e" 2" 0.40" 0.54" 0.324" Edge Distance On): 1" 2" 1-114" 1-114" 1 x2.75X 50 in Rectangular . Loading 60 in Rectangular TraplTdang. Loading Loading Opening Width (for vertically-spanni 70 in 80 in Rectangular Trat/Trang. Rectangular TraplTdang, Loading Loading Loading Loading mullions) or0poning Height (for hod zorltally-span mg minions) 90 in 100 in 120 in Rectangular Trap/7dang. Rectangular TrepFrriang. Rectangular Trap/7dang. Loading Loading Loading Leading Loading Loading 140 in Rectangular TrapfTdang. Loading Loading 160 in Rectangular 7rap/Tdartg. Loading Loading .650 Alum. Tube '=' R 170.0 170.0 170.0 170.0 170.0 151.8 132.1 101.7 86.5 80.0 52.1 42.9 R�c V 'p 6211 708 747 797 885 830 187 636 571 542 407 358 170.0 170.0 WOO 170.0 161.9 140.0 106.8 90.4 63.4 53.7 44.1 " P K 5 J17435 524 563 612 701 710 650 552 496 474 361 320 r:' m m U __ L' �D. 170.0 170.0 170.0 170.0 146.5 1265 110,0 84.8 72.1 66.7 43.4 35.8 r ac m U D L U N Qm KQ�� 744 850 896 955 915 630 757 836 571 542 407 358 :s V G L' 170.0 170.0 770.0 170.0 182.3 138.9 119.8 91.0 76.8 70.8 45.4 37.2 U D O 478 564 631 691 761 694 836 540 488 465 355 314 _ C 170.0 170.0 170.0 1700 125.5 108.5 94.3 72.7 et. 57.1 37.2 30.7 V D L L 868 992 1046 1116 915 B30 757 636 571 542 407 358 .y, V C 170.0 779.0 170,0 170.0 444.5 123.2 105.9 80.1 67.4 62.1 39.6 32.4 �, '�'cm U 506 630 684 754 746 681 624 530 479 45fi 349 309 a b -' U 7C G O 170.0 962 170.0 1133 170.0 1195 150.7 1130 109.9 915 94.9 830 625 757 03.8 638 54.1 571 50.0 542 32.5 1 407 26.8 358 _ryU C L 170.0 170.0 170.0 170.0 132.3 112.2 96.1 72.2 60.6 55.7 35.3 28.8 :;;_ aU C U 519 661 723 803 735 670 614 SZi 471 449 343 304 a U =DO O 170.0 170.0 162.6 133.9 97.6 84.d 73.4 56,5 48.0 44.4 28.9 23.8 v N �� 1116 1275 1266 1130 915 830 757 636 571 542 407 356 a {_� g i c 170,0 170.0 f70.0 170.0 123.9 104.8 89.1 665 55.5 Sf.O 32.1 26.1 r a 41 42 521 677 747 837 726 662 606 r ,mp is 170.0 170.0 146.3 120.8 87.9 75.9 68,0 $228 a_ s C P QC 1240 1477 1286 1130 915 830 757 638 571 542 407 358 �' �c 170.0 170.0 170.0 170.0 118.5 98,4 84.2 62.3 51.8 47.5 28.8 24.0 a_ �an..uMullion O N.ln] GK 521 680 756 856 720 656 600 508 459 437 334 296 CNm[� O C �c 5700 141.7 121.9 700,5 73.2 fi3.3 55.0 42.4 36.0 33.3 21.7 17.9 g t GN QtY 1488 1417 1286 1130 915 830 757 636 571 542 407 358 a m`�� y ,moo 170.0 170.0 170.0 170.0 114.4 94.5 78.0 572 47.0 42.8 26.1 21.0 'Z5 O C QtY 521 680 756 861 715 649 593 500 451 420 327 289 a omm O 4 158.7 121.5 104.5 86.1 52.8 54.2 47.2 36.3 30.9 28.6 18.6 15.3 a_ N 1620 1417 1286 1130 915 839 757 636 571 542 407 358 m II 170.0 770.0 770,0 170.0 114.4 94.1 78.2 55.3 44.8 §0.6 24.1 192 $a CEz 4Q4Z 527 680 756 868 715 649 591 497 447 425 322 284 138.8 106.3 91.4 75.3 54.9 47.4 41.3 31.8 27.0 25.0 18.3 a`B 1620 1417 1286 St30 015 Bab 757 636 571 Z 407 n 170.0 170.0 170.0 170,0 114.4 64.1 78.2 55.2 44.5 40.1 23.0 n_8 521 fi80 756 861 715 648 591 497 446 423 319 t C J in 48 in 50.625 in 54 in 60 in 63 in 66 in 72 in 76 in 78TH 901n 96 in 38010. 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 263 10.9 244 16.7 283 1&0 N/A 283 16.5 237 NIA NfA NIA N/A WA N/A ET N/A WA WA N/A N/A lbs 111 in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 N/A N/A WA N/A 190lbs N/A NIA N/A A NIA 341 lbs 44210. 5601l0. 120 in 220 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Substrate: Anchor Type: An horcaidaci 23k Concrete 3.5k Cone- 5/16" Elco 3/16" Elco Uliracon 114" Elco Uitracon Ultracon Table bs 3/15' Elco UOracon Hollow CMU 114" Elco Ult2cen V4" SS Eico 5116" Elco AggreGator ultracon Filled CMU 114" SS Elco AggreGator PT Wood 910 Sleel #12 Steel Screw (G5) Screw (G5) Metal #12 Steel Scrow (G5) AnchorCGp Patterns V 2-1/2" 3-118" 1" 2-1/2" P' 2-112" 2" 3-1/e" 2" 0.40" 0.54" 0.324" Edge Distance On): 1" 2" 1-114" 1-114" 1-1/4' 1-1/4" LAW' 1-114" 2" 1-3J5' 7-3/8" pedes Embedment (in): 1-314" 1-3/4" 3901ba 1-3/4" 450 Its 1-3/4" no Its 1644lbs 27016. 28010. 35410. 74010. 37410. 66410. 946;0. 341 lbs 442 to. 560lbs 2 Anthers Q 4.75" Min. O.C. / Standard or Offset Clip (Fig- 1): 390lbs N/A NIA WA N2 Ida 88510 11201b5 4 Anchors Q 1.15" Min. O.C. / Standard (or Offset) Clip (Ru. 2): 4801bs 70014. N/A N/A NIA N/A 38010. N/A NIA 1692lbs 68210. 885 bs 112010. 4 Anchors @ 3" Min. O.C. / (2) 2z5 Angle Clips / (Fig. 3): 7801bs 78010. 68016s 1560 lbs 1896lbs 540 Ids 560lbs N/A 76010. 740lbs 8801b. N/A N 7151bs 2 Anchors Q 0.45" Min. O.C. 1 U -Clip, one .125 Alum. (Fig- 4): NIA NfA NIA N/A WA N/A N/A N/A WA WA N/A N/A lbs 221 lbs 280 bs 1 Anchor) F -Clip (Fig. 5): 195 ibs 1951hs 225 Jos 445 Its 8221m,135 Fos 140 lbs 177 to. 370 lbs 1871bs 332 lbs 47 170 2 Anchors @ 1.10 Min. O.C.I r -Illy (Flu. 6): 2401 --los- 3501bs N/A N/A WA N/A 190lbs N/A N/A NIA N/A A NIA 341 lbs 44210. 5601l0. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI i EKN ANL! ANUMUK FIGURE 1: TF F TAI IRF 7 - FIGURE 3: ® ® • ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: pFIGURE 5: FIGURE 6: 10 ff * 10 CIRCLED VALUES ARE USED IN I Ht tXAMPL= UN aNtm I cv. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,a)X ANCHOR CAP.-_-) _ANCHORCAR-_ MULLION CAP. -A ­ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 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 BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1" X 2.75' X.650" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By 1(111111) aoNC LFiV/V ASV, GEN No. 58705 �® ''. tS ATE O l' • ��� i ��''•FyO..DP.•6 / /v1s®OVAL 7eN vv`\. A. LYPiN MILLER, P.E. FL P.E.# 58705 TABLE 5A AnchorCapaclry Table (lbs) 2.7k CcnenEie 3.5k Cmc. 5'16" Elco 3+16'Elco Uttr&m 114"FJao UIE2can Ultracon a,16' Elco Uttrac on Halow CPs1U 1f4''ElcoUlt@con Filled =U 114" 6S Elco 5'16' Elco 114" SS Efco AggreGatnr Ultracm AggfeGator FT Wood #'.0 Steel #12 Steel SLreW(C�i.) Scrav(G5) Metal 012 Steel SUCW(G5) Anchor Clip Patterns 2-1l2' 1•' 2-112" 3-1/8" V 2-112" 1" Mullion Capacity Table IbsHt2) 2` 3-V8' 2' 048` a54" 0,324" Etl�Disfarcee OnT 1" THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. varies Embedment Cn: 1314" 13/4" 13i4" 13,4" Opening Width (for vertically -spanning munions) or Opening Height (for tlo6zontaity-spenNng millions) 1-V4" IAW 1-1/4" 1-114" 1-114" 1-114^ 2' 1-3'8" 1 _ 9" X 3.125" X 50 in 60 in Rectangular Trap/Tsang. Loading Loading 70 in Rectangular Trap/Thang, Loading Loading 80 in Rectangular Trap7Triang. Loading Loading 90 in Rectangular Trap/ mg, Loading Loading 100 in Rectangular To' an,, Loading Loading 120 in Rectangular Trap/Triang, Loading Loading 140 in Rectangular Trap(Triang. Loading Loading 160 in Rectangular Traptrdang. Loading Loading Rectangular Loading TrplTdang. Loading .600" Alum Tube Mult �• m U ((��1 .0 �• m Uq 5 L m U OC L U9 L3 U 2' U4 L' U A U9 a� U_ 2' UC L' U_ 2' " U� i; " U t Ua t" `° m U_ 2' A'"' nA U9 L' A n U_ W a.2 U� D W n U ?' '� Um aGrc U_ :�' U 2' m a Ury_ 2',-. m U� L' ,� U m m U� a� 660 Me 76011 U'C t0 C N 13 U O G > V� L C P U�_ryl C C _ L U� [L] G N V_N O C 3 75 ^ U9 15 U V C N NA 62 in 170.0 620 1700 435 170.0 744 7700 478 170.0 868 170.0 506 970.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 7170 227 11 280165 7735 170.0 521 154,4 1802 770.0 521 L a1 c j 48 in 50.625 in 54 in BO in 63 in 56 in 72 in 76 in 78 in in 96 in 170.0 176.0 1700 170.0 170.0 166.8 128.5 109.2 101.0 65.8 54.2 708 747 797 885 930 955 803 721 664 514 452 170.0 1700 170.0 170.0 170.0 170,0 134.9 114.1 105.4 67.9 55.7 524 563 612 701 745 789 697 829=7&87 599 456 404 170.0 170.0 170.0 170.0 959.8 139.0 107.0 850 896 956 1063 1049 -955 003 170.0 170.0 170.0 170,0 170.0 151.3 114,9 0 89.4 57,3 47,0 584 631 691 797 850 804 682 616 587 448 396 170.0 170.0 170.0 158.5 137.0 119.1 91.8 78.0 72.2 47.0 38.7 992 1046 1116 1156 1049 955 803 721 684 514 452 170.0 170.0 170.0 170.0 155.5 f33.7 101.1 85.1 78.4 50.0 40.9 630 684 754 878 860 788 670 605 576 440 390 170.0 170.0 170.0 138.7 119,8 104.2 80.3 �.3 63.1 41.1 33.9 1133 1195 1275 1156 1049 855 803 721 664 514 452 170.0 1700 170.0 187,0 441.7 121.4 91.2 78.5 70.4 44.6 36,4 661 723 803 828 B46 775 659 505 567 433 384 170.0 170.0 1651 123.3 106.5 92.6 71.4 60.7 56.1 36.5 30,1 1275 1345 1401 1156 1049 955 803 721 684 514 452 170.0 170,6 170.0 156.5 1320 172.6 83.9 70-1 64.4 40.5 32.9 677 747 837 917 836 765 649 bee 558 427 378 170.0 170.0 149,5 111.0 95.9 83.4 64.2 54.6 50.5 32.9 27.1 7417 9494 1401 4156 1049 955 803 721 684 514 452 170.0 170.0 170.0 149,7 125.5 106.4 78.6 654 59.8 37.3 30.3 680 756 856 910 828 757 642 579 551 421 373 157.7 141.7 124.6 92.5 79.9 69.5 53.5 45.5 42.4 27.4 22.6 7577 7495 1401 1158 4048 955 803 721 684 514 452 72.2 59.4 54.1 33.0 25.6 632 589 541 412 365 45.9 39.0 361 23,5 19.4 1577 1495 1401 i15fi 1049 955 803 721 684536 514 452 170.0 170.0 170,0 144.5 148.9 88.7 69.8 56.6 30.4 24,2 680 756 861 803 819 746 628 564 406 359 718.2 f06.3 93.4 89.4 59.9 527 40.1 34.1 31.6 20.8 16.9 1577 1495 1401 1156 1049 955 8141 721 - 684g0 514 452 770.0 170.0 170.0 144.5 718,9 98.7 89.7 56,1 506 50.6 29.0403 22.8 680 756 861 803 819 46 563 534 355 1081n in in 38.1 35.1 27.7 357 338 289 38.9 35,8 28.2 322 306 283 32.7 30.1 23.7 317 301 259 27.2 25.0 19.8 357 338 289 28.d 26.1 20.5 312 286 258 23.8 21.9 17.3 357 338 289 25.2 23.1 18.1 308 292 252 21.1 19.5 15.4 357 338 289 22.7 20.8 16.3 303 256 249 19.0 ITS 13.9 357 338 289 20.8 19.0 14.9 299 284 246 15.9 14.6 11.6 357 338 289 18.0 16.5 12.8 293 278 240 13,6 12.5 9.9 357 338 289 16,2 14.8 114 287 273 236 11.9 11,0 8.7 3575.0 338 289 13.a 10.4 283111 258420 232 TABLE SB Substrate: Anchor Type AnchorCapaclry Table (lbs) 2.7k CcnenEie 3.5k Cmc. 5'16" Elco 3+16'Elco Uttr&m 114"FJao UIE2can Ultracon a,16' Elco Uttrac on Halow CPs1U 1f4''ElcoUlt@con Filled =U 114" 6S Elco 5'16' Elco 114" SS Efco AggreGatnr Ultracm AggfeGator FT Wood #'.0 Steel #12 Steel SLreW(C�i.) Scrav(G5) Metal 012 Steel SUCW(G5) Anchor Clip Patterns 2-1l2' 1•' 2-112" 3-1/8" V 2-112" 1" 2-112' 2` 3-V8' 2' 048` a54" 0,324" Etl�Disfarcee OnT 1" THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. varies Embedment Cn: 1314" 13/4" 13i4" 13,4" 21 1-V4" IAW 1-1/4" 1-114" 1-114" 1-114^ 2' 1-3'8" 1 2 Anchors@4.75'Min. O.G I Standar' a Offset UP Q-19 If 390 lbs 390 IGs 450 [bs 890 I1 7644165 270105 200lbs 354 Ib5 ?4011 374 lbs fi6M111 84611 341 lbs b 4421 11 560 lbs 4 AMI)OFS @ 1,15" hiin. O.C. / Standaro (or Creel) Clip{Rg 2) 480 lbs 70011 NIA NIA NIA N/A 38011 NIA N/A NIA NIA WA 6821bs 885 lbs 1120 Ins -4 Am sora @ 31 Min, O C.1 (2) 25 Angle Clips I (Rg. 3) 780165 78011 680 lbs 1560165 IM tos wlbs 660 Me N/A 76011 748 be 8&t Its 189211 6821bs 88511 12.0 hs 3Aminom @ 0.45" Min. O,C.I UAIIp, rola _125" Alum fg. 4) NA NIA N/A WA NIA NIA WA N/A N/A N/A N/A MIA NIA NtA 167311 1 Amnorl FCup (Ng. 5): 1951bs 195 lbs 2251bs 44511 82211 135163 14011 'i 1771bs 37011 1871bs 33211 47311 770165 227 11 280165 2 Anclrols @ 1.16" Mln. O CJ F�fip {Fig 6} 240 lbs 35011 NIA hJ/A ,., „� 1aiA NtA lbs c c-rnninnon ri io NIA WA N/A NIA NIA 3d7ins 44211 :f0106 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHUK fi Al 1 tnly taw Arvi.n+✓I FIGURE 1: 111� 1`1 ,1 IRF 2- FIGURE 3: 0 ®-1 [- 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4'. FIGURES: FIGURE 6: f: H =*Is ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,",,,,a E (DP X) `)=ANCHOR CAP.,Eo. MULLION CAP' ,,",,,,a1E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 11 H1.060"-� TABLE NOTES: FIGURE 3: 0 ®-1 [- 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4'. FIGURES: FIGURE 6: f: H =*Is ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,",,,,a E (DP X) `)=ANCHOR CAP.,Eo. MULLION CAP' ,,",,,,a1E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 0 OO h K Y a 0 U T U)N W Lr 04 co LU W W S W S F - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By ®�Y LYN,V Iltl, \��� ' �10ENS�' .�`i No.58705 -?A 0�. S ATE C�\ /'/S 0NAI- 00\'. A. &NNIM1110fA, P.E. FL P.E.# 58705 H1.060"-� TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3.125„ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 .500" j YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" 1" X 3.125" X.5" MULLION THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT (p' VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 0 OO h K Y a 0 U T U)N W Lr 04 co LU W W S W S F - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By ®�Y LYN,V Iltl, \��� ' �10ENS�' .�`i No.58705 -?A 0�. S ATE C�\ /'/S 0NAI- 00\'. A. &NNIM1110fA, P.E. FL P.E.# 58705 I AOL -r- CIA m n N ro'•r tt 7 oz O w J AnchorCala itv Table lbs 5ubstmte: 2,7k Concrete 3.5k Conc. - Hollow CMU Filled CMU PT Wood Metal 5116' Elco Mullion Capacity Table (Ibsfte) 174" SS Elco 5116" Elco 1W SS Elco #10 Steel #12 Steel '#12 Steel Anchor Type: Clip Patterns 3/16" Eloo Ultracon i/4" Elco Uitracon Ulirecon 31161, Elco Ulbacon 1/4" E3ao U€tracon AggreGator Ulhacon AggreGator Screw (G5) Screw (G5) Screw (GS) Anchor 1" 2-112" Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 2-1f2" 2" 3119" 2" 0.48" 0.54" 0,324" Edge Distance (rn}: 1" 2-112" 1" 2-112" 50 in 60 in 70 in 80 in Embedment tin): 1-3/4" 90 in 1-3/4" 1-3/4" 100 in 1-1/4" 1 1-1/4" 120 in 1-14" 1-1/4" 140 in 2" 1-3/8" 160 in Caries 1X4%.125 Rectala�r Loading ngu,•. Loading a7Tavinngaa. ectngLcrniul Loading ap/Tiiavtnng. Loading e Loading angcvmau lamsvvr T Loading a Loading r Loading Leading Loading Loading Loading Tm feo¢,m;n•g^e�r Loading oting a Loading ng Loading l LE1cyotaadnignLVnm`ocug TddinaLvc¢am6g Lamspo g�rc1 AlumTube Muflion f9 ¢ oDTRr ¢ ,2oo�R• _ n or ioVT%wr` ict U9maR _ MIa ° mUV U $m e o Fom - voao 5.0 ¢ S. oLcm• ev Uy _ n .Vm, .evrr.. ¢ �c2i• c:U¢�' _cp NIA ?VRo `e rom � c�?i.• n cisP d nn dc iU=Ri?:•.e ¢ ./a z 'c. NIA 760 lbs 7481bs 880 170 435 170,0 744 170.0 1170 Jos 170 0868170.0 1020 Ibs 234Olbs 506 170,0 992 170,0 579 1700 1116 1700 521 70,0 f240 170.0 521 170,0 7488 170.0 521 145.8 78 770.0 521 127.6 1409 170,0 5n2 N/A 42 in 170.0 520 ,125" 2 Anchors @ 225" Min. O.C.! FCIup (Fig. 8): 48 in 170.0 708 170.0 524 170.D 850 170,0 584 170.0 992 170,0 630 170,0 1133 170.0 661 170.0 1275 770.0 677 756.3 1303 -170.0 660 130.3 1303 170.0 680 117.7 1303 170.0 686 97.7 1303 770.0 600 50.625 in 170.0 747 170.0 663 770.0*148.0 7 170.0 1046 770.0 684 170.0 1195 170.0 723 156.1 7235 770.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170,0 756 87.6 1235 170.0 756 54 in 170.0 797 170.0 612 170.01 170.0 1116 1700 754 154.4 1158 170.0 803 1372 1158 170,0 837 123.8 1158 170.0 856 102.9 1158 170.0 861 88.2 1158 770.0 867 77.2 1759 170.0 861 60 in 170.0 686 170.0 701 166.7 7 142,9 1042 161.1 832 125.1 1042 146.7 B15 1111 1042 136,8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 625 1042 125.1 782 63In 170.0 930 170,0 745 151,218 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 714.8 758 75.6 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 66 in 165.4 947 170,0 789 137,66 116.1 947 130.3 768 103.4 947 117,7 752 91.9 947 108.7 738 82.7 247 1022 727 68.9 947 95.1 713 59,1 947 94.0 711 51.7 947 94.0 711 C 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84,9 849 96,4 696 75.6 849 88.7 686 67,9 849. 82.7 675 56.6 849- 75.3 659 48.5 849 72.5 652 42,5 849 72.4 657 J 761n 115.8 762 120.7 665 96.3 762 1026 652 82S 762 90.0 640 72.2 762 80,9 629 64.2 762 74.2 620 57.8 762 69.2 613 40.1 762 62.8 602 41.3 762 59.9 597 3G.1 762 59.4 595 _ B 78 in 106.9 724 111.4 634 89.0 724 94,6 621 76,3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 36.2 724 54.3 567 33.4 724 53.5 565 90 in 69.6 543 71,8 493 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 4T1 458 38,6 543 42.8 452 34,8 543 395 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 96 in 57.3 478 58.9 427 47.8 476 49.7 419 40.9 478 43.2 472 35.8 478 38.5 406 31,8 478 34.8 400 287 478 32.0 395 23.9 478 28.1 386 20.5 476 25.6 380 17-9 478 24.2 376 108 in 40.3 377 41,1 341 33.5 377 34.6 335 28.8 377 30.0 330 252 377 26.6 325 22.4 377 24.0 321 20.7 377 22.0 317 16.8 377 19.0 370 14.4 377 17.1 304 111 in 37.1 357 37,8 323 309 357 31,8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120 in 293 306 29.8 279 24.5 308 25,1 274 21.0 306 21.7 270 18.3 306 19,2 267 16.3 306 17.3 263 744 in 17.0 1 212 1 17.2 196 I Ab LC 015 m n N ro'•r tt 7 oz O w J AnchorCala itv Table lbs 5ubstmte: 2,7k Concrete 3.5k Conc. - Hollow CMU Filled CMU PT Wood Metal 5116' Elco 174" SS Elco 5116" Elco 1W SS Elco #10 Steel #12 Steel '#12 Steel Anchor Type: Clip Patterns 3/16" Eloo Ultracon i/4" Elco Uitracon Ulirecon 31161, Elco Ulbacon 1/4" E3ao U€tracon AggreGator Ulhacon AggreGator Screw (G5) Screw (G5) Screw (GS) Anchor 1" 2-112" 1" 2-1f2" 2" 3119" 2" 0.48" 0.54" 0,324" Edge Distance (rn}: 1" 2-112" 1" 2-112" 3-t/6" Embedment tin): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1 1-1/4" 1-1/4" 1-14" 1-1/4" 1-114" 2" 1-3/8" 1-3181, Caries 2 Anchors 74-77M-- Min, O.C. / Standard or Offset Clip (Fig. 1&21:390 lbs 3901bs 4501bs 890 lbs 1644 11p 270 Ibs 1 280 [be 354 lbs 740 lbs 374 15s 664 lbs 946 las 341 lbs 442 lbs 660 The 4 Anchors @ 2.25' Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 be 700 be 580 Ibis 1410 Its 952 lbs WA 560 be N/A 630 [be N/A 080 lbs N/A 682 lbs 885 Ibs 1120 Ibs 8 Anchors @ 1.15' Min, O.C. / Standard (or Offset) Clip (Fig. 4): 960 Ibs 1400 Ibs N/A N/A NIA N/A 760 lbs NIA NIA N/A NIA WA 1363 ]be 177016s 2240 Ibs 4 Anchors @ 3" Min, O.C. / (2) 2X5 Angle Clips f (Fig. 5). 780 lbs 760 Ibs 80 Ibis 1550 lbs 1896 [be 540 lbs 5601bs NIA 760 lbs 7481bs 880 t8921ba 682lbs 8851bs 1120 lbs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Aneie Clips I (Fig. 6): 1170 Jos 1170 [be 1020 Ibs 234Olbs 2844 lbs 810 be 8401bs NIA 1140 ids 1122 lbs 1320 los 2838 Ida 1G22 Ids 1327 Its 1680 Ws 4 Anchors @ 045" Min. O.C. / U_a p, into A. (F�g. 7): NIA NIA N/A N/A N/A NfA N/A NIA N/A N/A N/A N/A N/A N/A 14301bs ,125" 2 Anchors @ 225" Min. O.C.! FCIup (Fig. 8): 350 Ibs 3501bs 290 Its 705 Ina 476 lbs NIA 280 Ibs N/A 3151bs N/A 4401bs N/A 347 Ids 442 Ida 560 ]be 4Anchors @ 1.15" Min. O.C.! Falp (Fig. 9): 480 ba 7001bs NIA NIA NO N/A 380 [be I WA WA N/A N/A N/A 682 Ina 885 lbs 1120 be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIaDIaF 1 FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: Tie FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X \ ANCHOR CAP-,„o,,T- _ ANCHOR CAP,,,,, MULLION CAP."„"„r,",E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE PoloSHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -PILLED 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-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST,125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.000" r X 4" X .125" MULLION W m n N ro'•r tt 7 oz O w J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration By /c t D� LYN/V =�a.. s .•• �1cENSF `1�� No.58705 125" 0 •., S ATE OF •- !7j\ /OVAL � .. A. Li44NIMILU8K P.E. FL P.E.# 58705 W LU 2 W T/,OI C 1A 1/YIJLL /n Anchor Capacity Table lbs Substrate: 2.7k Concrete 3.511 Can.. Hallow CMU Filled CM(t PT Wood Metal 5116" Elco Mullion Capacity Table (lbslit) 7/4" SS Eico 5116" Eico 1/4" SS Elco #10 Sieel #12 Steel #12 Steel Anchor Type: 3116" Elco Ultm..n 114" Elco Uitracon Ultracon 3/1fi" Elco Ultracon 1/4" Elco Ultracon AggreGator Uitr-econ AggreGator Screw (G5) Screw (G5) Screw (G5) Anchor Clip Patterns Opening Width (for vertically -spanning mulfions) or Opening Height (for horizontally -spanning mullions) Edge Distance (rn): 50 in 2-1/2" 1" 60 in 3.1/8" 1" 70 in 1" 2-1/7, 80 in 3-1/9' 2" 90 in 0.54" 0.324" 100 in Embedment (tn7 1-3/4" 120 in € 1-3/4" -Rectangular 140 in 1-1/4" 1-1144 160 in 1-1/4" 1 X 4 % .375 Rectangluier Loading Trap/Tdang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading TrapRriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trep/Thang, Loading Rectangular Loading Trap/Tdtn Loading gular Trap7iriang. Loading Loading TIapfTrlang. Loading Rectangular Loading Trapffnang. Loading Alum. Tube Mullion D w A as V` asoa�,2� 4 Anchors @ 2.25" Min. O.C. / Standard (or 08set) Clip (Fig. 3J. F n.� o. A n P I/� {� x � d are a _ O_ N yFy p �� ;� � LO ¢W n Ci 2- n m� Ua L FT C d ate 3 n Ci O �_ y ,n 2a 2• mem n L�a G a V C d as A n O ry^ ._ C y C ,p :s 2s a lv L '3 U Y C aa° ?^ n try_ O S _ yy p '�`. 2' as Civ L 'J U O' a`rc n Ci (_N� _ C W ,p �:. m a� Civ L iT C as t n CT _ ,L V y ��. 2 [((yya i J V O' 0 ¢`s L;2m 6 Z _ WU 7 S] 3� N/A a�le- L Q C L as C y, V p �� a 'cJ U S C d as C .`L y y ��, O O' d a`� Tom- r/ y �. t�_ U V C L as R U{yCS Zt.�_� N .po �� a`� 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): arc 780lbs 42 in 170.0 620 170.0 435 1700 744 170.Q 478 170.0 868 770.0 508 170.0 S92 170,0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 N/A 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 1700 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151,8 2024 170.0 680 88511s 50.625 in 170.p 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 4494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170,0 756 541n 170.0 797 170.0 612 170.0 956 176.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1061 972 1819 170.0 1063 53in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1486 170.0 1015 156.7 1542 1700 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 1542 767.9 1157 88.1 1642 167.9 1157 L 66 in 170.0 974 170,0 789 170.0 1169 170.0 903 170,0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 168.8 1130 107.1 1472 147.8 1100 91,8 1472 746.0 1104 80.3 1472 146.0 1104 Rin 170.0 1063 170.0 878 170.0 1275 170.0 1009. 150.8 1320 -166.2 1701 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 477.0 7024 75,4 1320 112.6 1013 66.0 7320 712.5 1012 J 761n 170.0 1722 770.0 937 149.5 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.1 1184 92.3 025 78 In 166.1 1124 170.0 967 138.4 1724 747.0 965 118.6 112,0 128.8 947 103.8 1124 1f5.fi 931 92.3 7124 705.8 918 83.0 f124 98.5 906 69.2 1'124 89.0t46122.3 1124 84.3 881 51.9 1124 83.2 878 90 in 108.1 944 111.5 750 90.1 844 94.3 735 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 844 61.4 693 45.0 844 54.2 844 50.0 668 33.8 844 47.7 662 96 in 89,1 742 91.5W74.2 77.2 652 53,6 742 87.2 641 55.7 742 59.6 631 49.5 742 54.1 622 d4.5 7112 49.8 6td 37.7 7d2 43.6 742 39.8 590 27.8 742 37.5 584108 in 62.6 586 63.9 53.0 521 44.7 586 46.6 513 39.1 586 41.4 505 34 8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 586 26.6 472 19.5 58624.7 466111 in 57.6 555 588 49.5 495 41.2 555 42.9 487 36.0 555 38.0 480 32.0 555 34.2 473 28.6 555 31.3 467 240 555 27.1 555 243 448 18.0 555 22.4 442120 in 45.6 475 46,4 39.0 426 32.6 475 33,7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 475 18.7 387 14.3 475 17.2 381 144 in 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 15.5 330 17.0 293 HDLC ! ❑ Anchor Capacity Table lbs Substrate: 2.7k Concrete 3.511 Can.. Hallow CMU Filled CM(t PT Wood Metal 5116" Elco 7/4" SS Eico 5116" Eico 1/4" SS Elco #10 Sieel #12 Steel #12 Steel Anchor Type: 3116" Elco Ultm..n 114" Elco Uitracon Ultracon 3/1fi" Elco Ultracon 1/4" Elco Ultracon AggreGator Uitr-econ AggreGator Screw (G5) Screw (G5) Screw (G5) Anchor Clip Patterns Edge Distance (rn): V 2-1/2" 1" 2-112" 3.1/8" 1" 2-1/2" 1" 2-1/7, 2" 3-1/9' 2" 0.48" 0.54" 0.324" Embedment (tn7 1-3/4" 1-314" € 1-3/4" 1JlA" 2" 1-1/4" 1-1144 1-1/4" 1-1/4" 1-1/4" 1-114" 2" 1-3/6" 7-3)8" caries 2 Anchors T4.75 Min. O.C. / Stardard or Offset Clip (Fig. 1&2): 390 @s 3901bs 450 lbs 8901bs 270les 2801bs 354 lbs 740lbs 37416s 664 lbs 940 [be 341 Its "2 Its 560 the 4 Anchors @ 2.25" Min. O.C. / Standard (or 08set) Clip (Fig. 3J. 7o0lbs 700lbs 580 IDs 14101bs A N/A S601hs NIA 630 to$ N/A 580 Its N/A 682 lbs 865 lbs 7120 lbs BAnehors @ 1.15" Min. O.C. /Standard (or Offset) Clip (Fig. 4i 96016s 74001bs N/A N/A N/A 7601bs N/A N/A N/A NIA N/A 1363 Its 17701bs 22401bs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 7801bs 780lbs 680 lbs 1560 lbs 540 lbs 56016s N/A 76011 748 lbs 880 lbs 1892 In 682 Its 885 lbs 1120 Its 6 Anchors 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170lbs 117016s 1020lbs 23491bs 26441bs 870 its 8401bs N/A 11401bs 11221bs 132076s 28381bs 10221bs 1327 Its 1680 Its 4 A�whore ® 0.45" Min. O.C, / UAlip, into _125 Alum. (Flg. 7): WA N/A N/A N/A WA N/A N!A N/A N/A N/A N/A N/A NJ N/A 143616s 2 Anchors @ 2.25" Min. O,Cl F-0nv (Fig. 8): 3501bs 35011 290 Its 705 Ica 476 its NIA 280 lbs N/A 315 Its N/A 4i016s N/A 341 ibs 442 Its 56016s 4 Anchors @ 1.15" Min. O.C./ I Lli p (Fig. 9): 480 Its 709 @s N/A N/A N/A NIA 380Its NT NIA N/A N/A N/A 682 Its 88511s 1120 his NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: FIGURE8: • • • • • • • • E FIGURE 5: FIGURE 6: FIGURE T ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA! (DP.) X ( ANCHOR CAP.,1,,,1- _ ANCHOR CAP.,�a ,1", , `MULLION CAP.,"",� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 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. U• 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S -S. OR 410 S.S. --y 1.062" f--- 1" X 4" X.375" "T" -MULLION --1 1.000" - 1" X 4" X .375" MULLION n 'i PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By \ . V. LYNN No. 58705 � C> SATE FAL /A.`LYNNM 4h.ET�, P.E. FL P.E.# 58705 I- •. W S 1n S H° U) W 0 TABLE 8A TARI C AR 0 W c" AnchorCepacity Table (lbs) a re X y Li N Substrate. Mullion Capacity Table (lbs/ft) 27K Corcrete 3.5K Cont. 0 it Hollow CMU Z Riled CMU FTWcod Metal Anchor Clip Patterns Anchor Type SMB' Elco Utt:acon 113 E"Ultracon 5116' Sto114" Uliracon T1GElc0Ulteson 1/4'EI000NW011 SS Elco Aggres'ator 5'16" Elco UIIlacon 114"SS Elco Aggr'eGamr #10 54ed SCREW 05) #125tea1 SCre'a(G5) #12 311 Scres,(G5) Edge Cistar%e 611: 1" Opening Width (forverdmily-spanning mullions) or Opening Height (for horizontally -spanning mullions) 1" 2-112' 3-10, 1^ 2.112' /^1 2-1/2° 7 311" 2' OAT' 1 0.54" 0-32C 50 in Em[eansta'(in): 53/4" 60 in 1314" iv'/4" 70 in 1 -ltd" i -V 4` 80 in 1-114" 1-1/4" 90 in 2" I arw 100 in rxias 2 AnctAls @ 479' Min O.0 J Standard a Offset Clip (Fig. 1). 120 in 39GIffi 460 IDs 140 In 169 ids 270109 160 in 354 IDs 1.25" % Rectangular Loading Trap7rdang. Loading Rectangular, Loading Trap/Tnang. Loading Rectangular Loading TrepRdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading /Triang. ading Rectangular Loading SaplTdang. Loading Rectangu€ar Loading Trap/Triang. Loading Rectangular Loading T2p7Tdang. Loading Rectangular Loading TreplTrieng. Loadi� 3.188" x .265" Alum TUbe MUIImm L• '�6 L• L• .� ?.- a 2c. V �X .i: J] M .� ¢o: a 66 M� A ao: 2• M� r_ o a� Z• m b U[_�Ua O CY1t TJ S �� V neb°Ba arc z m M G Al U a12 m cU 2• arc 712) IDs 2• V m 1 0 a`rc L• O n'a U {y_ U CW 2 t•,.. U �n V a L �Q L Y arc�`�� a _y Lc z^ L _ C c ;; S � _L U� .' S C N as L f]t> U ((��Ua a C. .O .L• C N are CL ;_ w 7 V N a`z 2• y_yL � 9 �,-, CVof a¢ a �42 l 195105 in 170,0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 N/A 521 170.0 1240 170,0 527 170.0 7488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 48 in 170.0 708 170,0 524 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 677 170e f5a854.7 1417 170,0 680 154.8 1548 170.0 680 132.7 1548 170.0 680 116,1 1548 170.0 680 50,625 in 170.0 747 170.0 563 170.0896 1700 631 170.0 1046 170.0 684 170.D 1195 170.0 723 170.0 1345 747 167.0 1468 170.0 756 139.2 1468 170.0 756 1193 1468 170.0 756 104.4 1468 170.0 756 54 in 170.0 797 170.0 612 170.0 956 1700 691 170.0 ills 170.0 764 170.0 1275 170.0 803 163.7 1376 837 146.8 1376 170.0 856122.3 1376 1700 861 104.8 1376 170.0 861 91.7 1376 170.0 661 601n 470.0 885 170.0 707 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1156 167.4 930 123.6 1158 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 63 in 170.0 930 170.0 745 160.5 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 837 96.1 1051 125.7 530 80.1 1051 119.5 822 68,6 1051 119.1 821 60.0 1051 119.1 821 66 iu 167.1 957 1709 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 767 83.6 957 1066 759 69.6 957 100.0 750 69.7 957 9$9 748 52.2 957 98.9 748 72 in 128.7 804 135,2 698 107.3 804 1152 684 91.9 804 101.3 671 80.4 804 91.4 660 71s 804 650 64.4 804 78,8 643 53.6 804 72.3 633 460 604 69.9 629 40.2 804 69.8 628 A76 in 109.4 722 114.4630 912 722 972 618 78.2 722 85.3 606 66.4 722 76.7 596 60.8 722 . 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 562 564 2 78 in 101.2 685 105.6 600 84.4 685 89.5 588 72.3 686 78.5 577 63.3 685 70.5 568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 685 54,3 543 36.2 685 51.4 537 31.6 685 50.7 536 90 in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.7 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 961n 54.3 453 55.8 404 45.3 453 47.1 397 36.6 453 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 108 in 38.1 358 39.0 323 31.8 356 32.6 318 27.2 358 23.8 358 25.2 306 212 358 22.7 304 19.1 358 20.8 300 15.9 358 18,0 293 111 in 35.1 338 35.8 306 29.3 338 30.1 301 25.7 338 229 338 23.2 293 19.5 338 20.9 289 17,6 338 19.7 285 120 in 27.8 290 28.3 264 232 290 23.8 260 19.9 290 20,61256 17.4 290 18.2 253 15.4 290 16.4 249 1441n 16.1 207 16.3 18fi TARI C AR NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST ® ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0 414UHUK L:AYAUI I T (DP.)X \ ANCHOR CAP.","„r-e� _ANCHOR CAP.,",_ MULLION CAP.,�ou_. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S, OR 410 S,S. 3- 1.25" X 3.188" X.265' MULLION (1-1/4" VF MULLION) 0 W c" AnchorCepacity Table (lbs) a re X y Li N Substrate. C 27K Corcrete 3.5K Cont. 0 it Hollow CMU Z Riled CMU FTWcod Metal Anchor Clip Patterns Anchor Type SMB' Elco Utt:acon 113 E"Ultracon 5116' Sto114" Uliracon T1GElc0Ulteson 1/4'EI000NW011 SS Elco Aggres'ator 5'16" Elco UIIlacon 114"SS Elco Aggr'eGamr #10 54ed SCREW 05) #125tea1 SCre'a(G5) #12 311 Scres,(G5) Edge Cistar%e 611: 1" 2-112' 1" 2-112' 3-10, 1^ 2.112' /^1 2-1/2° 7 311" 2' OAT' 1 0.54" 0-32C Em[eansta'(in): 53/4" 13rd^ 1314" iv'/4" 2'" 1 -ltd" i -V 4` t-ti4" 1-114" 1-1/4" IAW 2" I arw I 13(s, rxias 2 AnctAls @ 479' Min O.0 J Standard a Offset Clip (Fig. 1). 390 IDS 39GIffi 460 IDs NO its 169 ids 270109 280 lbs 354 IDs 7401ffi 374159 6641IS 946109 311 IDs 4i� Iffi 5601M 4 Archtrs @ 115" Min. O.0 J Standard (C? QTset) Clip (Fig. 4 480 IDS 706 Iffi NIA NIA NIA WA 380 Ins N/A WA NIA N/A WA 682159 885 its 1120 Iffi 4Ane I10t5 @ 3' 10 _C / (2) 26AIgle Clips / (R9 3) 75D Ins 760 Its 6801Ds 1560 Its 1896105 540 Ins 561 IQs NiA 760Ins 746109 887 Iffi 1892 lbs 682169 88c Itx 712) IDs 4 Arc Qgis @ 0.45" Min. O.C. / U -Clip, Into 125'Alum_ (Fig 4) NIA WA NIA N/A N/A N/A NfA NIA N/A NIA NIA N/A NIA NIA 1430Iffi 1 Anc nor / FClp (Fig 5T 195105 1951ffi 225 lbs 445149. 822 los 1-35 Ins 140 IDs 1771DS 370169 187159 332 ros 473Iffi 170 &is 2211b 26D Its 2 Anehors @ 115' Min. O.C.J F Clip {Flg 6)' 240 Its 3'A Iffi NJA N/A N/A N/A 1� IDs Nuk NIA NIA NIA NfA 345IQs d42 119 560 Ifn NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST ® ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0 414UHUK L:AYAUI I T (DP.)X \ ANCHOR CAP.","„r-e� _ANCHOR CAP.,",_ MULLION CAP.,�ou_. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S, OR 410 S,S. 3- 1.25" X 3.188" X.265' MULLION (1-1/4" VF MULLION) n o 0 W c" a re X y Li N C < p0 0 it 0 - Z ..1) O t Q to U = Z Z CV Q Q X z N �m W it rn .°-.' 4i C) n o 0 W c" a re X y Li N C < Q 0 it 0 - Z ..1) O t 3d U = PRODUCT REVISED as complying with the Florida Building Code NDA -No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Dad roduct Control 1(1\tltlll/// SN' �V1`. :.'. `IV A. 'i/ No. 58705 ®� IAT�Eof, Cl it t '0\ A. LYNN MILLER, P.E. FL P.E.# 58705 LLI LU 2 (n TABLE 9A 2.7k Concrete Anchor Capacity Table (lbs) 3.5k Com. Hallow CMU Filled CMU PT Wood Metal 5116" Elco 114" SS Elco 5/16" P.Q 1/4" SS Ede #10 Steel 012 Steel 072 Steel Anchor Type: 3178" Elco Ullmcon V4" Elea, Ultracon Ullmann 3/16" Elco Ultmoon 1/4"Elco Ullracon AggraGm r Ultracon AggreGalar Screw (G5) Screw (05) SmeW (G5) Anchor Clip Patterns 2-1/2" 3-118" t" 2-1/2" 1" 2-1/2" 2" 3-1/8" Mullion Capacity Table (Ibslftz} 0.48" 0.54" 0,324" Edge Distance (in): Emhetlmenl (in7: 1" 1.314" 2-1/2" 1-3/4" 1" 1-314" 7-314" 2" 1-t/4" 1-7/4" ---if1/4" 1-114" 1-1/4" 1-114" 2" 1-318" 13f8" lanes 2 Anchors @ 4.75" Min. 0.0.7 Standard or Offset Clip (Fig. 1}: 3901bs 390 lbs 450 lbs 890 file 1644 Its =70 _b 2601bs Opening Width (tor vedically-spanning mullions) or Opening Height (for horizontally -spanning mulliolu) 664 lbs 946 ]IRS 341 the 4421bs 560 lbs 4 Anchors @ 1.15" Min. O,C, / Standard (or Client) Clip (Fig. 2): 48016s 700 lbs NIA N/A N/A NIA 50 in N/A N/A 60 In N/A 68216s 70 in 1120 lbs 4 Anahars @ 3" Min. O.C.I (2) 2x5 Angle CIIps / (Fig. 3): 80 in 780111 6801bs 90 in 1898Ibs 5401bs 100 In N/A 760Ihs 120 in 8801bs 18921bs 140 in 8851bs 11201bs 16014 N/A N/A Rectangular TreplTdang, Rectangular 7o p/Tdang. Rectangular Trap'Tnang. Rectangular Trap/Trlang Rectangular N/A TrapTdang. N/A Rectangular TraplTrlang. Loading Rectangular Loading TrapfInang. Loading Raotengular Trap/7riang. Rectangular Loading Trep/Trung. Leading 1.25 z 3.25 Loading Loading loading Loading Loading Loading Loading Loading 'ceding Loading Loading N/A N/A N/A N/A 190lbs NIA N/A N/A j N/A NIA x .100 4421bs 560lbs L .av .�' d .' d ?.` :�'Mullion8� «Alum.Tube 8&t4 f., 8. ��8S 8 8.� � 8�8 tp3& 14 tG4� 6 (9 $py 8� t4 spryO cid tY t3�t9� cT �p� 5�� U U� O � uIL 4 f - L- Q � Ql� "loadmg1oadIngLoading � c Q IL E �- -IZ� 4v'd �� d�� Q c 170.0 888 170.0 506 t70.0 882 1700 519 170.9 1116 170.0 521 521 127,7 1118 170,0 621 170.0 521 95.8 1118 170.0 52348 170.0 620 170.0 435 170.0 744 170.0 4]@ 877 880 07,8 97H 17P.0 600 170.0 fi80 73.3 978 170.0 68050.8251n in 170,0 708 170.0 524 170.0 850 170,0 584 167,6 78 , 146.7 878 170.0 661 130.4 978 970.0 170.0 68d 137.9 927 188.5 708 117-2 927 959.1 889 1055 827 156.3 696 87.9 927 156.3 895 156.3 695 65.9 927 156.3 605 170.0 747 179.0 563 170,0 898 170,0 631 150.7 927 660 92.7 869 129.8 654 77.3 869 128.6 652 86.2 869 128.8 fi52 579 669 128,8 652 fib In 470.0 797 170.0 612 164.5 869 170.0 691 132.5 889 153.9 683 115.9 B69 Wa 669 103.0 869 134,0 102.3 746 117.@ 698 89.5 746 107.8 589 79.6 746 101,0 592 71.6 746 96.6 587 50.7 746 93.3 583 51.2 746 93.3 583 44.8 746 83.3 593 601n 143.2 746 153.8 fi3-0 179.4 746 132.3 620 539 61.9 677 81.0 534 51.6 677 77.0 529 44.2 677 76.7 520 38.7 677 76.7 529 63 in 123,7 677 132,0 579 103.1 677 113.2 586 88.4 877 100.4 555 77.3 677 91 4 546 88.7 BR 85.2 z 617 86,3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 687 480 4A.8 617 64.4 483 38.4 817 63.7 482 33.6 817 63.7 482 co 6611 107.6 617 114.1 530 887 617 97.6 519 76.9 518 50.7 414 34.5 518 46.6 400 29.6 518 45.0 405 25.9 618 45-0 4050 72N H29 518 87.1 450 68,1 518 74.2 440 5B2 518 65.2 432 51.8 518 58.8 425 46.1 518 54.2 419 414 c 54.9 390 44.1 465 49.4 384 39.2 465 45.3 370 35,2 465 422 374 29.4 465 38.3 367 25,2 965 36.5 360. 22.0 465 36.2 363 76 in 70.5 465 73.7 406 58.7 466 62.6 398 50.3 465 372 40.8 441 45.4 366 36.2 441 47.6 3S0 32.6 447 38.7 356 27.2 441 34.9 340 23.3 441 33.1 346 20.4 441 32.7 345 78 in fi52 441 69.0 387 54.3 441 57.7 379 46.6 4dt 50.6 284 26.5 332 26.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17,7 332 21.3 266 15.2 332 19.6 262 13.3 332 167 260 90 in -02.4 332 43.8 295 36,4 332 37.0 289 30.3 332 32.3 21.9 291 23.5 248 19.4 29124.3 244 17.5 291 79.5 244 14.8 291 17.1 236 12.5 291 15.8 232 96 in 35.0 291 35.9 260 29,1 291 30.3 258 25.0 291 26.4 252 108 In 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15A 230 1&2 198 111 an 22,6 218 23.1 197 tag 218 19,4 194 16.2 216 16H 191 14.1 218 14.9 IN 120 in 17.9 187 18,2 170 14.9 187 15.3 167 TABLE 9B Substrate: 2.7k Concrete Anchor Capacity Table (lbs) 3.5k Com. Hallow CMU Filled CMU PT Wood Metal 5116" Elco 114" SS Elco 5/16" P.Q 1/4" SS Ede #10 Steel 012 Steel 072 Steel Anchor Type: 3178" Elco Ullmcon V4" Elea, Ultracon Ullmann 3/16" Elco Ultmoon 1/4"Elco Ullracon AggraGm r Ultracon AggreGalar Screw (G5) Screw (05) SmeW (G5) Anchor Clip Patterns 2-1/2" 3-118" t" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0,324" Edge Distance (in): Emhetlmenl (in7: 1" 1.314" 2-1/2" 1-3/4" 1" 1-314" 7-314" 2" 1-t/4" 1-7/4" ---if1/4" 1-114" 1-1/4" 1-114" 2" 1-318" 13f8" lanes 2 Anchors @ 4.75" Min. 0.0.7 Standard or Offset Clip (Fig. 1}: 3901bs 390 lbs 450 lbs 890 file 1644 Its =70 _b 2601bs 354lbs 740lbs 374lbs 664 lbs 946 ]IRS 341 the 4421bs 560 lbs 4 Anchors @ 1.15" Min. O,C, / Standard (or Client) Clip (Fig. 2): 48016s 700 lbs NIA N/A N/A NIA 380 IW 141A1A N/A N/A WA N/A 68216s 885 lbs 1120 lbs 4 Anahars @ 3" Min. O.C.I (2) 2x5 Angle CIIps / (Fig. 3): 780 IRS 780111 6801bs 15601ba 1898Ibs 5401bs 5601be N/A 760Ihs 7481bs 8801bs 18921bs 682 lbs 8851bs 11201bs 3Ancbors @ 0.54" Min. O.C, / UClm, Into. WO" Alum. (Fig. 4Z N/A N/A NIA N/A N/A NIA N/A NIA N/A N/A NIA N/A NIA N/A 950lbs 1 Anchor/ F -Clip (Fig. .,1 951bs 195lbs 2251bs 445 IRS 822 [be 1351bs 1401bs 177lbs 3701hs 1871bs 3321bs 4731bs 1701hs 221 lbs ZOO lbs 2 Anchors @ 1,15" Min. O.C,/ F-Cllp (Fig. by.1 240 Ibs 350 has N/A N/A N/A N/A 190lbs NIA N/A N/A j N/A NIA 347 the 4421bs 560lbs FIGURE 1: FIGURE 2: i FIGURE 3: ANGLE ® ® CLIP MUST ® BE USED IN PAIRS. FIGURE 4: FIGURE 5, FIGURE 6: 1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEA MINIMUM OF .100" THICK, STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-5 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPO) X ( ANCHOR CAP.......) _ANCHOR CARR,.. MULLION CAP.,, __ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.25"X 3.25"X.100" MULLION FOR FIELD -MULLED UNITS 1,25" X 3,25" X .100" MULLION FOR FACTORY -MULLED UNITS A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration By ,- , Illttllil/7 F- LU LU 0 to 2 F - 0n W (7 N,\" aNY LY/vIV ''',.. No, 5&705 *_ ATE F� •F�ORIOA.••' ,s �,. I PNAL A. LYNtJI MtLLEL�2, P,E. FL P.E.# 58705 TABLE 10A L O - LU Z - W`I J -- Mullion Capacity Table (Ibsfff') Anchor Capacity Table (lbs) -- LU C Sutstrzle: 2.n Concrete 3.5X CWC. O Hdlow CMU Filled CMU Opening WSdth (for vertically -spanning mWlions) or Opening Height (forhorizontaliy-spanning mullions) 0 ILLI 5'16" EICO U 0- 114" SS Elco 50 in 1/4" SS Eico 010 Steel 60 in #12 S7eel Pattem6 70 in 3r16'Elco NtraCon W!'EICoUllracon 80 in 114"Elco Uitwon AggreGator 90 in AggreGffior SCreW(G5)Screw(G5) 100 in AnchorCilp rrz 120 in 140 in 1" 2-1/2' 160 in 2-112' 1.26X3212 3116" 2' Trop7rriang. Loading Rectangular Leading Trap/I'riang, Loading Rectangular Loading Trap/rriang. Loading Rectangular Loading Troprrdarg_ Leading Rectangular Loading Traptiriang. Loading Rectangular Loading Tmp/Friang, Loading Rectangular Loading Tmp4riang. Loading Rectangular Loading Tmp/Trianq. Loading Rectangular Loading Trap/IYiang. Loading Rectangular Loading x .624 Emwdrillent nj 1-a/4" fz4" 43/4" 1-&4" 2" 4114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114, 2` 1-3'8" 1�8" values 2 AncW. @ 4.79' Min. O.C. / St -IN a Offset Clip (F1g. 4): 390 ids 3901125 4501be 890 tGs 1H4 lbs 270165 21011% 354 IDS 7d0l05 3741125 6641125 9461125 341 lbs 442 IW' 560 lbs 4 Anchors @ 1.15" Min. O.C. 1 Sfantlard {a Gtiset) Cfp (Hg. 2): 480 Les 700145 NIA Alum -Tube Mulllonaasvo = NIA 3601123 NIA - NIA N/A _ - ,p 1120 lbs 4Arctars@3'Min, O.C./ 2) 215 Angle Clips I(Fig. 3). - .E ^ s 680 IDS ,� _ _ .� NIA 7601133 7481bs 880 Its 16921M 682lbs 885 ICs 1120 IDS - ��. �a - - d U o$< ��. -lia-m-8 mOO NIA NIA NIA N/A 170.0 170.0 fi20 708 170.0 170.0 435 524 170.0 170.0 7041 850 170.0 170,0 478 584 170.0 170.0 868 992 170.0 170.0 506 630 170.0 170.0 992 1133 170.0 170.0 579 661 170.0 170.0 1116 1273 170.0 170.0 521 677 170.0 470.0 1240 1417 170.0 170.0 521 680 WILD 170.0 1480 1700 170.0 170.0 521 680 170.0 169.7 1735 1979 170.0 170.0 521 680 170.0 146.5 1983 1979 17a 0 170.0 527 SSO 560165 42 in 48 in 50.525 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 171LD 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1877 170.0 756 133.5 1877 170.0 756 5d in 170.0 747 170.0 812 170.0 956 170.0 691 170-0 1116 170.0 734 170.0 1275 170.0 BG3 170.0 1434 170.0 937 170.0 1594 170.0 856 156.4 1759 170.0 661 134.1 1769 170.0 861 117.3 1159 170A 861 60 in 470.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 4417 170A 944 161.7 1517 170.0 996 145.9 1511 170.0 4033 120.8 1511 170.0 7063 103,6 1517 170.0 1063 90.6 1311 170.0 tOG3 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 1392 1370 170.0 1076 125,3 1370 164.0 1082 104.4 1370 155.9 1072 39.6 1370 155.3 1070 78.3 1370 155.3 9070 66-1 n 170.0 974 1700 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 7248 158.6 1013 121.7 1248 147.7 1800 108.9 1208 134.0 969 99.8 1248 1300 978 77.6 1248 129.0 975 68.1 1248 129.0 975 d 721n 167.8 1049 170.0 878 139.9 10-09 130.2 692 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 709.7 BAB 83.9 1049 102.7 838 69.9 7049 94.3 826 590 1049 91.2 820 52.4 9049 91.1 820 J 0 76 in 442,7 947 144.1 822 718.9 941 1?6.8 806 101,9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 69.5 441 T7.6 744 51.0 941 74.0 737 44.6 941 73.3 736 � TO in 132.0 894 137.6 783 110.0 844 110.9 767 94.3 694 102.4 753 82,5 894 91.9 740 73.3 890 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.7 894 67.0 701 47.3 894 66.1 698 90 in 85.9 671 88.7 596 71.6 671 7d.9 585 67.4 677 65.3 575 53.7 S7i 58.2 566 47.7 671 52.9 558 93.0 671 40.8 551 35.8 671 43.7 339 30.7 671 39.7 531 26.9 67 I 379 3213 96 in 70.8 690 72.8 527 59.0 690 61.4 518 50.6 590 53.4 509 44.3 580 47.5 502 39.3 590 4130 494 35.4 590 39.6 468 29.6 590 34.7 477 25.3 590 31.6 469 22A 690 290 464 108 in 111 in 49.7 45.8 d6G 441 50.8 40.7 021 400 41.4 3112 466 441 42.8 39.3 414 393 35.5 32.7 486 441 37.1 34.1 408 387 31J 28.6 48fi 441 32.9 30.2 402 362 27.6 25.4 466 441 29.7 27.2 396 376 24.9 22.9 466 441 2T.1 24.9 391 372 20.7 19.1 466 047 23.6 27.5 382 363 17.8 16,4 466 441 21.2 79.3 375: 356 15.5 ! 14.3 466 441 19.6 17.8 370 351 120 in 38.} 370 36.9 344 302 378 37.0 339 25.9 378 2ff.B 334 22.7 376 23.7 3Z9 20,1 3TB 21.3 325 18.7 378 19.5 321 75.1 378 16.7 314 144 in 21.0 2G2 21.2 242 77.5 262 17.8 239 15.0 262 15.3 236 TABLE10B L O LU Z W`I J Anchor Capacity Table (lbs) LU C Sutstrzle: 2.n Concrete 3.5X CWC. O Hdlow CMU Filled CMU PT Woad Metal 0 ILLI 5'16" EICO U 0- 114" SS Elco 5'18' Elco 1/4" SS Eico 010 Steel #12SIeel #12 S7eel Pattem6 Anchor Type: 3r16'Elco NtraCon W!'EICoUllracon Ultricon all 6" Elco Ulbout m 114"Elco Uitwon AggreGator Ullracon AggreGffior SCreW(G5)Screw(G5) SCFM(G5) AnchorCilp rrz 3115" 1" 2-1/2' 1'• 2-112' 2' 3116" 2' 0.48" 054" 0.324" Edge Distance Or): i" 2-112' 1" 2-112' Emwdrillent nj 1-a/4" fz4" 43/4" 1-&4" 2" 4114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114, 2` 1-3'8" 1�8" values 2 AncW. @ 4.79' Min. O.C. / St -IN a Offset Clip (F1g. 4): 390 ids 3901125 4501be 890 tGs 1H4 lbs 270165 21011% 354 IDS 7d0l05 3741125 6641125 9461125 341 lbs 442 IW' 560 lbs 4 Anchors @ 1.15" Min. O.C. 1 Sfantlard {a Gtiset) Cfp (Hg. 2): 480 Les 700145 NIA INA NIA NIA 3601123 NIA WA NIA N/A NIA 682lbs 885 Its 1120 lbs 4Arctars@3'Min, O.C./ 2) 215 Angle Clips I(Fig. 3). 7801bs 7801135 680 IDS 1560 lbs 16W IN 540169 5601123 NIA 7601133 7481bs 880 Its 16921M 682lbs 885 ICs 1120 IDS 3Anchdrs @ 0.54" Mitt. O.C. / UCup, Into .100' Aium. (Fig. e} NIA NIA NIA WA N/A N/A NIA NIA NIA N/A N/A WA NIA NIA 95011 1 Archarl FClip (Rg, 5): 0951125 1951125 2251bs 445 lbs 822 IDS 1351be 140 Ns 1771bs 3701ts 1871bs 3321D5 473 lbs 1701bs 221 1� 2801125 2A066111 @ 115' Min QC / FClip (99 6): 240 lbs 3501125 N7A NIA NIA N/A 1901bs NIA N/A NIA WA WA 341 lbs 442105 560165 TABLE NOTES: FIGURE 1: FIGURE 2: ® ® ® 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. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 9.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5: • • 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X \ ANCHOR CAP.,__.. =ANCHOR CAR,, \MULLION CAP_,o USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 1.25` X 3.25" X .624" MULLION FOR FIELD -MULLED UNITS 1,25" X 3.25" X .624" MULLION FOR FACTORY -MULLED UNITS % ul L O LU Z W`I J LU C O U) LU UC1) CO 0 ILLI zQ U 0- Q z z :n z m S J m Y v NU ro try rrz PRODUCT REVISED as complying with the Florida Building Code NOA-No• 17-0630.01 Expiration Date 0/26/2021 111171111// OA I iGEN y,v�/( ,��i 1 SF *. No. 58705 ')3 0fit 110 A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE IIA Z O 2.7k Concrete Anchor Capacity Table (ids) 3.5k Conic - Hdloce CMU W Elled CNtU PT Wwd Meta © WJ � c - Mullion Capacity Table (Idsffe) O04 Q J O 114" SS Elea 916' Etc, 714" SS Elco *10 Steel #12 Steel #12 Steei Type; 3't o" EI[0 ultrson 114" EI„ UIt2c,n 3rtb" Elco Ultrs,n 114" Elc, UIt2c0n AggreGaor U*acoll AggreGalor S&Ii (GE10 Scre (GS) SCW (35) Mawr Opening W;i (16rvelticaily-fipanning mullions) or Opening Height (for harizorilally-spanning mullions) CO CO F U Anchor Clip Patterns 50 in 60 in 1" 2-1/2" 70 in 2' GAB" 80 in 1 Edge Edge 6islarxe QnX ge in t" 2-112" 100 in t'• 1-114, 120 in t-1/4" 1-114" 140 in 2` 7.;18" 160 in tz+les 7.25X394 Rectangular Loading Trap!rriang_ Leading Rectangular Leading Trap7Tnang. Loading Rectangular Loading TrapRnang. Loading Rectangular Loading TrepH'dang, Loading Rectangular Loading Trap7rriang, Loading Rectangular Loafing Trap7ijRec1,antangular Loadoading 341 IDs Trap4dang. Loading Rectangular Leading TraprTdang_ Loading Rectangular Loading Trap/Triong. Loading X .624 NIA WA NIA 6821Ds 5651D5 11201Ds 4 ArcDas @ 1.15" Mln, 0 C ! 3tardam (o' Offset}Clip (Rq 2): 480 IDS 7001Ds NIP, NIA N/A NFA 3801 NIA N/A 7481D5 78B2its 682 IDS 885 ba ft201Ds 4Anchdrs @ T Ntln- C C. / (2) 2R5An}Ie C9PS J (Rg. 3j 780165 (W IDS BSO IDs 15601DS 1896 IDS a _Alum. Tube'Ea-a a u ¢¢ a g a as ¢ ,s a c a--U-v ¢ a c ¢ a< v r± J auv a¢`` U n U �ty'tQ NJA U _ '�iic U U __ =Uv- Ua U 'i Uv y u4=UQ G _ Uv Q ` Q ci. U o `` =�uv- IA. Ars 00r1 FLBp(Rg. 5} 195€Ds UaaU o m ¢¢ c E a __ o d SP=� d` r o 'Y. ` c= tt 0 2 c _ c uP= 4 z o 'Y. a _ `a d wV ¢` p e �^ =�1LJcc c a_Mullion UvU _o o v'SQ 4¢421n t a C o' J p 3 48 in 50 625 is 54 in 611 in 63 in 66 in 72 in T6 in Nin 90 in 96 in 100 in 111 in 12D in 170.0 170-0 170.0 170.0 1705 170.0 1700 17-0.D 170.0 170.0 142.0 117.0 822 75.7 59.9 620 708 747 797 HB5 930 974 1063 1122 1161 1110 975 771 730 624 170.0 t70.0 170E 1700 1700 170.0 1700 170.0 170E 17011 146.5 1203 84.0 77.3 610 435 524 663 612 707 745 78S 870 937 967 986 872 696 fifi1 569 1700 1700 170.0 170.0 170.0 170.0 170.0 170.0 170.6 170.0 110.4 97.5 69,5 631 49-9 744 650 696 956 1063 1116 1169 1275 1346 1381 1110 975 771 730 624 1700 170 0 170.0 170.0 170.0 1711.0 1700 179.0- 170.0 170 0 123,9 1015 70.7 65.6 51.2 478 584 631 691 797 B60 903 1009 1080 1116 968 856 685 fi50 660 170E 170 0 170 0 170,0 170.0 170.0 170.0 170.0 168.5 155.9 101.5 63.6 68.7 54.1 42.8 868 992 1046 1116 1240 1302 1364 7486 1556 1477 1110 975 771 730 624 1700 170.0 170.0 1700 170-0 170.0 170.0 170.0 7700 159.3 107.9 88.3 61.3 56.3 44.3 506 630 664 754 878 940 1002 1126 7209 1245 951 842 674 840 552 170.0 170 0 170.0 176.0 170.0 1700 170.0 170.0 147.4 136A 68-8 73.2 574 473 375 992 1133 1195 1275 1417 1488 1550 1700 1566 1477 1110 975 771 730 624 1700 170 0 170.0 170.0 970-0 170,0 170.0 170-0 1652 152.0 963 72.5 54-3 49-9 39.2 519 661 723 803 944 1046 1086 1226 1285 1224 936 829 664 631 544 1700 170.0 170.0 V0.0 170.0 170.0 170.0 154 1 131-1 121.2 Te9 66.0 467 427 33.3 1116 1275 1345 1434 1594 ifiT3 1753 1734 1556 1477 1110 975 771 730 524 170.0 170E 170.0 170.0 170.0 170.0 1700 1700 151.5 139.1 87.5 712 49.0 45.0622 35.3 521 677170.0 747 837 99fi '1076 1155 1315 1266 1206 922 et7 655 537 170.0 1700 170.0 970.0 170.0 170E 138.7 117.9 109.1 75.0 505 41.1 37.9 30.0 1240 1477 1494 1594 1771 7859 1948 1734 1556 1477 1110 975 771 730 624 1700.0 17000 170.0 170.0 170 0 170-0 170.0 169,8 147.3 129.5 801 654 449 41.1 32.2 TEE 656 1033 1122 1210 1386 1251 1191 91q 807 647 614 531 170.0 170.0 170.0 156-9 1-03.0 1166 963 909 592 48.8 34.3 31.5 25-0 1488 1700 1793 1913 2125 2066 1966 624 170.0 170.0 170.0 17-00 170.0 170.0 1711.6 T77138,9 277 521t70.Q 680 756 861 1063 1169 1275 1364 1229 1164 891 789 632 606 519 1700 179 0 1700 148.3 134.5 1226 99.1 842 77.3 SO1 415 29.4 27.0 21.4 1735 1983 'e092 2231 2163 2060 1966 1734 1556 1477 1910 975 771 730 624 770,0 170-0 170.0 170.0 170.0 170.0 170 Q 150A 1229 910.8 65.6. 523 35.0621 31,9 24.6 521 660 756 Bel 1063 1171 1286 1352 1219 1158 870 776 589 509 170.0 170.0 170.0 160.2 729.8 117.7 107.2 86,7 73.7 682 44A 36.6 25.7 23.7 tH.7 1983 2267 2391 2403 2183 2060 1966 1734 1656 1477 7119 975 771 730 624 7700 170-0 170.0 170E 170 0 170.-0 170-0 2 109.3 62-7 49.3 32.d 295 22-5 521 680 756 eel 1063 1171 12H 1362 "212,18 1764 970 767 612 587 501 144 in 34.7 433 35.1 400 28.9 433 214 395 24.8 433 25.4 390 21.7 d33 224 385 193 433 20.0 381 17.3 433 48.2 316 TABLE IIB SubstMl Z O 2.7k Concrete Anchor Capacity Table (ids) 3.5k Conic - Hdloce CMU W Elled CNtU PT Wwd Meta © WJ � c 916' Elco O04 Q J O 114" SS Elea 916' Etc, 714" SS Elco *10 Steel #12 Steel #12 Steei Type; 3't o" EI[0 ultrson 114" EI„ UIt2c,n 3rtb" Elco Ultrs,n 114" Elc, UIt2c0n AggreGaor U*acoll AggreGalor S&Ii (GE10 Scre (GS) SCW (35) Mawr Ultracon CO CO F U Anchor Clip Patterns 2-112" 1" 2-1/2" 2•. 31f8'• 2' GAB" 0.54" 0324- Edge Edge 6islarxe QnX 4" 2-1/2" t" 2-112" 3718" t'• 1-114, 1-114" t-1/4" 1-114" t-114" 2` 7.;18" 1-3'11" tz+les 1314" 1314" 1-314" 450 IDS 1-W, 600 IDS 2" 1644 IDS t-114" 270 IDS 289 IDS "s54IDs 7401m 174 IDS 6841115 946 IDS 341 IDs 442 Its 560 IOs 2 Ancnms @ 4.79' Min O C. f Standarl Cr onset Clip (Rg. 1): 3710 IDS 390 Its NIA WA NIA 6821Ds 5651D5 11201Ds 4 ArcDas @ 1.15" Mln, 0 C ! 3tardam (o' Offset}Clip (Rq 2): 480 IDS 7001Ds NIP, NIA N/A NFA 3801 NIA N/A 7481D5 78B2its 682 IDS 885 ba ft201Ds 4Anchdrs @ T Ntln- C C. / (2) 2R5An}Ie C9PS J (Rg. 3j 780165 (W IDS BSO IDs 15601DS 1896 IDS 540 lbs 563 IDS NIA 7501Ds 560 IDS N(R t2671Ls 4AnCD,rs Q 0.54" Min. P.C. / UCAIp• Into .109" Alum. (FIg- 4) NJR N!A N!A NIA N!R NJA WA NTA N!A N/A WA PUA 4731hs NtA 1101Ds 2271U'a Z801� IA. Ars 00r1 FLBp(Rg. 5} 195€Ds 705 IDs 225 IDs "5 IDS 822111^, 136 tbs 140 lee 1771Ds 370IDs t871Ds 3321bs 2Ancn,rs @] 1.16" Mln, O.0 / FLBp (Ag. 6J' 240 ros 359IDs NIA N/A N/A NIA 7901115 td7A NJA N/A htrA WA 341 IDS 442 fDs 5301hs FIGURE 1: FIGURE 2: ® Fit FIGURE 3: ANGLE CLIP ® ® ® ! BE U EDST IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP......� _ (DPE,}X(MULLION CAP, ra"„„a,E� ANCHOR CAP.a,o, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. 125" X 3,94"X,624" MULLION > K Z O IL U) Neff n W J m m © WJ � c O04 Q J O 7 H_ C4 Z17) 10 z z ND Q 0) m- Z N a ¢ (=9 W _vO (D� O CO CO F U 1- z IL U) 6 n W J m m © � � c O04 Q Q O 7 H_ C4 Z17) 10 z z ND Q 0) m- Z N a ¢ cr A _vO 1- IDM LU ", >< © In O04 Q Q O a a, 7i Z17) 10 O m� m- PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By 0 CEN No.58705 ��® •• SATE t® AN MiLBEK,\P.E. FL P.E.# 58705 IAbLt "I ZH ® N N Ll N O > ' O W+ I o ¢ 2W O UV LL O ^ O Mullion Capacity Table (Ibs/ft 1 11 o O Anchor Capacity Table (Ibs) w J to Substtr4te: 2-7k CDM fete 35k Cone Hollow CMU � m Filled CMU PTWad Metal Opening Width (for veitcelly-spanning mullions) or Opening Height (for horizontally -spanning mullions) r9 ill 5116'Elco OO a 114'• SS Fico 5'16" Elco 114" SS Elco #10 Steal #12 Ste l 50 in Anchor Type 60 in 114' Elco UIL�con 70 in Ultracon AggreGator 80 in o@IT A fW 99 Screw Screw(435) G5 90 in 100 in z 120 in 140 in z 160 in 2 X 4 R 25 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Leading Rectangular Loading TrapJTriang. Loading Rectangular Loading TraplTdang. Loading Rectangular ding Trap(rdang. Loading Rectangular Loading Trap'Tdang. Loading Rectangular Loading Traprfnang Loading Rectangular Leading TreplTdang. Loading Alum. Tube Mullion wAa C ��,¢¢ u ,-. n.a Z n O C F _ rvnrvB s 2 aa D a G & .. n� L ao: L iz. �� 2' n.a O ¢� 2' n 9 1)OtLI ��. 2• o. ¢� c �arc��rco¢`ct :�• mnm� n z ag x c' g' a a1i " v a �� i' n0.�ry_ry_V Q c ¢rc D -vc`c � 2•' arc Lllihg s .. arc D �� ¢+e�� m,' 9 �^ ^ c d,' 1'j 2' t'�Uu a`rr L c g L a c 2• U8. �� 'u `. 3W IM -. 8901!% 42 in 170.0 620 170.0 435 770 0 744 170.0 478 170.0 868 770.0 516 170-0 992 170.0 519 170.0 114fi 170.0 521 170.0 1240 170.0 521 170.0 1.088 170.0 521 170-0 1735 170.0 521 170.0 1983 170.0 521 NIA 48 in 770.0 708 170.0 524 170,0 650 170,0 584 170.0 992 1700 S30 170.0 1133 170.0 661 170.0 1275 170.0 677 1700 1417 770.0 680 170.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2267 170.0 680 3 AnC hors @ 1.34" MIn, in CJ ULlip: Into .425' Alum. (Flg. 7): 50.625 in 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0' 747 170.0 1494 770.0 756 170.0 1793 170-0 756 170.1 2092 170.0 756 170.0 2391 170.0 756 LVA 64 in 170.0 797 170.0 612 170g 956 770.0 %1 170.0 1516 170,0 754 170,0 1275 170.0 B03 170.0 1434 170.0 837 170.0 1594 170.0 856 1710 1913 170.0 861 170.0 2231 176.0 861 170.0 2550 770.0 '8fi1 60 in 170.0 885 170.1 701 170.1 7063 170.0 797 170.0 1249 170.0 876 170,0 1417 170.0 944 170.0 1594 1700 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170X 2479 170,0 1063 160.8 2680 170,0 1063 63 in 170.0 930 170.0 745 470.0 1116 170.0 050 170.0 1302 170.0 440 170.0 1488 770.0 1015 170.0 1673 170.0 {076 1700 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1177 745.9 2553 170.0 1771 66 in 170.0 974 170.0 789 170,0 4169 170.0 903 170.0 1364 170.0 1002 170.0 1558 470,0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 C 72 in 1700 1063 170.0 878 170,0 1275 770.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170,0 1387 145.6 2164 170.0 1488 124.8 2184 170.0 7529 109.2 2184 170.0 7530 J 761 170,0 1722 170.0 937 170.0 1346 170.0 1080 170.0 7570 170.0 1209 170.0 1794 170.0 1322 165.7[398 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 iWt 1960 154.0 1535 92.9 1960 1 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170,0 7842 170.0 1369r244.3 170.0 1474 137.4 1861 163.1 1500 114.5 5861 147.3 1473 982 1861 139.6 1459 05,9 1861 137,6 7454 90 in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 110,2 1162 89.5 1398 101.6 1147 745 1398 89,8 1122 63.9 1398 82.7 1105 55.9 1398 78,0 1096 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111,2 1961 92.1 1229 98,9 1044 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52.7 1229 65.9 977 46.1 1229 62.1 967 1 Oe in 103,5 971 105.8 877 86.3 971 89.0 862 74.0 971 772 849 64.7 971 68.4 837 61.8 825 51.8 971 55.5 815 43.1 971 49,0 796 37.13 971 44.0 782 324 971 40.81111 N 95.4 919 97.3 632 705 919 81.9 619 68.1 919 70.9 806 59. 919 62.9 794 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34.1 919 402 742 29.8 919 37.1 732120 in 755 786 768 716 52,9 786 64.5 705 53.9 786 55.8 695 47.2 786 49-4 686 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27.0 786 31.0 641 23.6 786 28.4 631 144 in 43.7 546 442 594 3fi.4 54S 37A 498 31.2 546 31-9 491 27.3 546 282 485 546 26.3 479 It 21.8 546 229 474 182 546 49.5 464 15.6 546 172 455 13.7 546 15-5 448 TABLE. 1213 ® N N Ll N O > z O W+ I o ¢ 2W O UV LL O ^ O 1 11 o O Anchor Capacity Table (Ibs) w J to Substtr4te: 2-7k CDM fete 35k Cone Hollow CMU � m Filled CMU PTWad Metal O r9 ill 5116'Elco OO a 114'• SS Fico 5'16" Elco 114" SS Elco #10 Steal #12 Ste l #12 Sleet Anchor Type '.Ji6'EICO UII[9CDn 114' Elco UIL�con ?tf6"Elco Uttrsm 114'Elco Ultracon AggreGator Uitracen o@IT A fW 99 Screw Screw(435) G5 G5 SCTem ( ) SCW G (51 z z d z m 2 Anchor Clip PatternsUitracon m a EU w U 2-112' 1" 2-112' 2' 31/6" 2' 0.48" 9.54' 6.32.0" Edga Ustance(in): *'• 2-V T' V 2-1/2' 3-1 e. s" z _j J Em16onal[(In): 1-3/4° 134' 13/4" 1-&4" 2" 1-N4" 1-114" 1x14" 1-114" t -1/k" t-114" 2' 7-3'3` 1318" Votes 2AnDh0rs @ 475" Min O.C. 1 Standen Dr Othet Clip (Fig 1&2)' 390 Ibs 3W IM 450 Ina 8901!% 1644 lbs 270 Ibs T Ibs 3541b5 740 Ica 374 In G641bs g4G Ibs 3411bs 442 its 550116 4 AOChas@2W"Min,O.C. 1 standard(er Onset) Clip(Fig. 3) 740 Ica 740 Its 630@s 14851bi 1424 Ina N7A SW lbs NIA 695103 NIA 8W Ib3 tllA 682 lbs 8851 tt ZO lbs 6AneRors@7,77"Nlin. O.G.l5landaN (Dr Oftet)Clip (fig 4): slips! 8851bs 7050{ 7581bs 1946105 N/A N!A 705 its N/A 7991td NIA WA WA 1022116 1327 las 1680 Its 4Arkhors @ 3' MIn. O.C. J (2y 215 Angle (Flg 5): 7W bs 7 I16 G-0 Its 45W 116 18951b5 D401W SW IM N/A 7601ts 7481bs BPn ICs 1892116 602 Its 8851 it.'b lhs 6Arx lrJfS@3'"Min. O.C.!{2) 2¢5.0101¢Clips!(Flg rk 1170 lbs 1170116 10201he 23401bS 2844 IDS 8i 16 840 ids N/A 1140Ibs 71221bs 132016s 2838 Ina 51#21ts '3271Pn 7680Ica 3 AnC hors @ 1.34" MIn, in CJ ULlip: Into .425' Alum. (Flg. 7): NIA NIA NIA NJA NIA N+A NfA NIA NIA WA NIA N!A PJIA NIA 1073 6Anchofs @ 0 64" hurt. O.C.1 U-0lip, into 125" Alum. (Fig. 8}. NIA N/A NIA NIA NIA NIA NIA N7A NfA NIA NfA N/A NtA NfA 21 Ibs 2 Amhom @ 268" MIR O UJ F-Ciip (rig 9) Wu Ids 370 tts 315 IRS 743 Ibs 7721bs LVA 280 Its NIA 348116 NIA 440 It N!A 341 IDS 442 iha 5S0 Ibs 3AXIncrB@171"MIn. OCIF{%Ip(Fi9 10): 443 IRs 525r. 379lbs 9731M NIA WA 353 IM NIA 39011)5 NIA WA LIA 511 IbS 66415 640 IM NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANUHUR VALUES AS THE STANDr NDu a U,. CLD CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • o FIGURE 5: FIGURE 6: o ® • o ® a FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP • • • (FIGURES 5&6) • • • ® MUST BE USED IN PAIRS, • e • a • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„,) X ( ANCHOR CAP. ,,,,,"_) =ANCHOR CAP.- \ MULLION CAP. F""„.Aaa USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS - 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 BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST -125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 2"X 4° X .25" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 13 f! Pr-�_ . _- Miami- oduct Control 01 p\AY LYIV/V v 17 /. jr ENs No.58705 O� SI hSE O '7- 14' '/,,s/OVAL A. L�N N110121�, P.E. FL P.E.# 58705 ® N N Ll N O > z O W+ I o ¢ 2W O UV LL O ^ O 1 11 o O tL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 13 f! Pr-�_ . _- Miami- oduct Control 01 p\AY LYIV/V v 17 /. jr ENs No.58705 O� SI hSE O '7- 14' '/,,s/OVAL A. L�N N110121�, P.E. FL P.E.# 58705 > z O 1 11 W w J to J 0 � m O r9 ill OO a m ¢ � z z d z m 2 m a EU w U as az f- J d n z _j J Fdz co C:) PC:) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 13 f! Pr-�_ . _- Miami- oduct Control 01 p\AY LYIV/V v 17 /. jr ENs No.58705 O� SI hSE O '7- 14' '/,,s/OVAL A. L�N N110121�, P.E. FL P.E.# 58705 TABLE 13A b 2.7k Concrete Anchor Capacitv 3.5k Cana. Table lbs Hollow CMU W Filled CMU PT Wood Metal Q pi J k� 5116' Elca am o= j 114" SS Eco 5/16" Elco 1/4" SS Elco 910 Steel #12 Steel #12 Sleel Anchor Type: 3116" Pro Ultmcon 1/4" Elco Uitrwm 3116" Elco Ultrecon 1!4" Elco Ultmcon AggreGator UBmcon AggreGator Screw (G5) Screw (G5) Screw (G5) O UlVacon m Mullion Capacity Table (IbslRZ Anchor Cfip Patterns 1" 2-1/2" 1" 2-1/2' 2" 3-118" 2' 0,48" 0.54" 0.324" Edge Distance (in): t" 2-112" 7° 2-1/2" 3 -Ile" Opening Width (for verticaht-spanning mullions) or Opening Height (for horizontally -spar nirlg mullions) Embetlment (in): i-3/4" - 2 x 6 X 50 in 60 in Rectangular Trap/Triang. Loading Loading 70 in Rectangular Traprfriang. Loading Loading 80 in Rectangular Trapfl)ang. Loading Loading 90 in Rectangular TraplTriang. Loading Loading 1001n Rectangular TrapFinang. Loading Loading 120 in Rectangular Trap7Tdang. Loading Loading 140 in Rectangular TralaTiang. Loading Loading 160 in Rectangular TraplTriang. Loading Loading Rectangular Loading Trap/Triang. Loading .26 Alum. Tube Mullis .z' a �' 3901bs y, �,• �' 2701bs y' .z' N 7401bs p' < bfi4lbs z• i:• .-V- � 2> S °d'= {_� c C mV �� 'U C W ryry O �Y' �� �G z' W '_'V 6.�6a N -�-'N r) 'O U? P a¢o: z• .G s� d a �gd p G (i 'j z• d W U O CO� �`, a��.• �d 1480 Ihs 7481be T- 189216s -�� �G ao:-. =az arc 118016. 1400 no 1010 Ifs 42 in 170.0 820 170.0 435 170.0 744 970.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170-0 521 170.0 1983 170,0 521 1520 Ibs 48 in 170-0 708 170.0 $24 170.0 850 170.0 $84 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1983 170.0 680 170.0 2267 170.0 680 1430 lbs 50.625 in 170.0 747 170.0 563 170.0 896 170,0 631 1700 1046 170.0 684 170.0 1195 1700 723 170.0 1345 170.0 747 170,0 1494 170.0 756 170.0 1793 170.0 756 170.0 -2092 170,0 756 170.0 2391 179.0 756 N/A 54 in 170.0 797 170.0 612 170,0 956 170.0 691 170,0 1118 170.0 754 170.0 1275 170.0 693 970.0 1434 770.0 837 1700 1594 170.0 856 7700 1913 170.0 861 470.0 2231 170.0 861 170-0 2550 170-0 861 60 in 170.0 885 170A 701 170,0 1063 170.0 797 170.0 1240 170,0 878 170.0 1417 170.0 944 170,0 1594 170.0 996 170,0 1771 170,0 1033 170.0 2125 1700 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 63 in 170.0 930 1700 745 170.0 1116 170.0 8S0 170.0 3302 470.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170,0 1171 = 66 in 170.0 974 170,0 789 170.0 1169 170.0 903 170,0 1364 170.0 1002 170,0 1558 170.0 1086 1700 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 C 72 in 170.0 1063. 170.0 878 170.0 1275 170,0 1009 170.0 1488 170.0 1126 170-0 1700 170.0 1228 1709 1913 170.0 1315 170.0 2125 170.0(1187170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 iS30 J 76 in 170,0 1122 170.0 931 170.0 1346 170.0 7080 470.0 1570 170.0 1209 770.0 1794 170,0 1322 170.0 2019 776.0 1421 770.0 2243 170.00.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 7 � 78 in 170.9 1151 170.0 967 170.0 7381 179.0 Nth 170.0 1611 170.0 1250 770,0 1842 170.0 1369 170.0 2072 170.9 1474 170.0 2302 170.070.0 .0 1700 170.0 3223 170.0 1777 170.0 3683 970.0 179680 in 961n 170.0 170.0 1328 1417 170.0 t70.0 1144 1232 170.0 170.0 1594 1700 170.0 170.0 1328 1434 170.0 1700 1859 1983 170.0 170.0 1498 1622 170.0 170.0 2125 2267 170.0 170.0 1653 1784 170.0 170.0 2391 2550 170.0 170.0 1793 9952 1709 170,0 2656 2833 170070.0 170.0609 12'92.0 .0 .0 2125 2338 156.0 437.1 3413 3199 170.0 168.6 2273 2470 736.5 120.0 3413 3199 170.0 456.1 2361 2428 108 in 170.0 1534 1700 1409 170.0 9913 170.0 1647 170.0 2231 170.0 1670 170.0 2550 170,0 2078 164.6 2781 170.0 2271 148.3 2781 161.923.6 .4 2281 105,9 2781 125.9 2234 92.7 2781 116.0 2190 111 in 120 in 170.0 170.0 1638 1771 170.0 170.0 1454 1586 170.0 170.0 1966 2125 170.0 170.0 1700 1859 170.0 154.4 2293 2252 170.0 159.9 1932 ISM 170.0 135.1 2621 2252 170.0 141-4 2149 1964 151.8 120.1 2532 2252 162.3 1272 2245 1938 136.6 108.1 2632 2252 148.413.8.4 118.10.1 8 2186 1872 87.6 77.2 2632 2252 115.1 88.9 2126 1836 85.4 67.82252 2632 106.32096 81.4 1808 144 in 125.1 7564 126.6 1445 104.3 1564 1061 7425 88.4 156491.5 1407 78,2 1564 80,7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 2.1 A 1330 44,7 1564 49.2 1305 39.1 1564 44.4 1283 TABLE 136 Substrate: b 2.7k Concrete Anchor Capacitv 3.5k Cana. Table lbs Hollow CMU W Filled CMU PT Wood Metal Q pi J k� 5116' Elca am o= j 114" SS Eco 5/16" Elco 1/4" SS Elco 910 Steel #12 Steel #12 Sleel Anchor Type: 3116" Pro Ultmcon 1/4" Elco Uitrwm 3116" Elco Ultrecon 1!4" Elco Ultmcon AggreGator UBmcon AggreGator Screw (G5) Screw (G5) Screw (G5) O UlVacon m a Anchor Cfip Patterns 1" 2-1/2" 1" 2-1/2' 2" 3-118" 2' 0,48" 0.54" 0.324" Edge Distance (in): t" 2-112" 7° 2-1/2" 3 -Ile" Embetlment (in): i-3/4" t-314" 1-314" t-3/4" 2" 1-7/4" i-114" 1-i/4" 1-1/4" 1-1/4" 1-114" 2" 1-318" iJ/8" caries 2 Anchor @ 4.75" Mut. O.C. / Standard Offset Clip (Fig. 1&2): 3901bs 3901bs 4501bs 890Ibs ifid4lbs 2701bs 2601bs j 3541bs 7401bs 3741ts bfi4lbs 94616s 341 his 44216s 60 ]be 4 Anchors @ 4.68" Min. O. C.7 Standard (or Offset) Clip (Fig. 3): 7801bs 7801hs 9001bs 17801bs 32321bs 5401bs 5601hs 708 Ibs 1480 Ihs 7481be 1272 Ibs 189216s 682 @s 885Ibs 112016s 2 8 Anchors @ 1.71" Min. O.C. t Standard (or Offset) Clip (Fig, 4): 118016. 1400 no 1010 Ifs 2595 Ibis N/A N/A 94G lbs N/A 1065 lbs N/A N/A N/A 1363 lbs 1770 lbs 240 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 lips 780 If. 680 lbs 156016. 1896 lbs 540 lbs 560 its N/A 760 Ips 748 Ibs 860 his 1892 lbs 882 lbs 885 lips 1120 Ips 8 Anchors @ W Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 156011 s 1560 )be 1360 Its 3120 Ibs 3792 Ibs 10801bs 1120 Ibs N!A 1520 Ibs 1496 Ibs - 1760 Ifs 3784 Ihs 1363 lips 1770 Ibs 2240 Its 12 Anchors @ 7.5" Mia O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 lbs 2100 Its 1440 lbs 3780 Ibs I WA I NIA 1320 Ibs WA 1500 Ibs N/A N/A N/A 2045 Ibs 2654 lbs 3360 Ibs 4 Anchors @ 1.347 Min, O.C. / U -Clip, into .125" Alum. (fig. 8): NIA N/A N/A NIA N/A N/A WA WA N/A N/A N/R NIA N/A NIA 1430 lbs B Anchors @ 0.64' Min. O.C. / U -Clip, Into .125" Alum. (Fig. 9): N!A N/A N/A NIA N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A 2861 lbs 2 Anchors @ 4.68" Min. O.C./ F -Clip (Fig. 10): 39016s 3901bs 4501bs 890 Ins 1616 Ins 270 the 280 lbs 3541bs 74016. 37416. 636 Ibs 9461bs 341 lbs 442 lbs 56016. 4 Anchors @ 1.11" Min. O.C./ F -Clip (Fig, 11): 590 Ibs 700 Ibs 505lbs 1298lbs N/A N/A 470 Ibs N/A 533 Ibs N!A NIA NIA 682 Ilia 88516. 1120 kbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I I LKN ANU ANUNVK V, LUca MO r n=o rnivvrnv aerial FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • e • • • e • • CLIP (FIGURES e • • • e s • r 5-7) MUST BE • • • • • • • • USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA? ,T„oMT. (DPE,) X ANCHOR CAP , =ANCHOR CAR., MULLION CAP.","„T,.,E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIL CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I----2.000"---1 2" X 6" X .25" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ow( LCENSN*/I �. F'.% No. 58705 ' rfSATE F •IUw©"` l� �s''•F20�RIOP' • '�\t`'`om /A���'ON IM'l4WEF�,�P E. FL P,E.# 58705 b N b m W }ry b = O� Q pi J k� K am o= j LL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ow( LCENSN*/I �. F'.% No. 58705 ' rfSATE F •IUw©"` l� �s''•F20�RIOP' • '�\t`'`om /A���'ON IM'l4WEF�,�P E. FL P,E.# 58705 Z O ds d r` yf U W J =9 LU O O m a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ow( LCENSN*/I �. F'.% No. 58705 ' rfSATE F •IUw©"` l� �s''•F20�RIOP' • '�\t`'`om /A���'ON IM'l4WEF�,�P E. FL P,E.# 58705 TABLE 14A Z p a y ll zU) m W J v Anchor Capacity Table (Ibs} N J K Substrate: 2.71k Cmctete 3.5k Cmc_ °z Ho41ow CMU r 4 Filled CMU PT Woad Metal (2 W N co O U) _- 5/16"Elco o 0 O V4"SS Elco 5116"Elco ti4"SS Eico 111,ISte=1 #12 Steel #12 Steel Mullion Capacity Table Ibsffle Ultram 174"Elco URWOn 3116' Elco Uluacon IA" Unracm AggreGata UIrM0n AgereGator Sc new (G5) ficreN (G5} Screw (G51 uxacm Anchor Clip Patterns Opening Width (for vertionlly-spanning mullions) or Opening Height (for hodzolltally-spanning mullions) P' 2-112" P' 2-112" 2" 3418" z` a49" Q54" 0324'• Edae DISMMe(In). V 2-112, T' 50 In 1-114^ 1-114" 1-1W _ 1-1/4'" 60 in t-914"' 2' 70 in vanes - Embedremt(in): 4 Anchors @ T Min.O.0-1 (2) 225 Angle Clips I (Fig, 1): 80 in 1-1Wr 7801bs 134' EEO Its 90 in 5401ts 560 fbs N/A I 7bG lbs 100 in ee0lbs 1892 120 in 14301 1401n 160 in Rectangular TraprTnmg. Rectangular T2pTTnang Rectangular Trap(Tvang. TrapMang. TraplTriang. Rectangular TraprTdang. Rectangular TraplTriang, Rectangular Loading Trapfrdang. Loading Rectangular Loading Trapfl'riang. Loading 1.25" 2.11° Loading Loading Loading Loading Loading Loading ding Loading Loading Loading Loading Loading Loading x •_ �• a_ x.125" Alum �• z 27 a Z, .� x .a .� a .K z• a r: o. c. o. au n o.S TUbe MUII .o g .q $ a �� n e 2, "c� m n c� n h°� n $`�' nb LReasangular u ii a a B a n `°'°`°a u n n a$ Vectaar m a C1 _ a _(_� o t5 ,- J _J {y O C L L .5 Q L _ {Ny{�,(y C L v C L o C tp d' C JG LJ O.Y L OC ,t L�L3 ,F �� L Q _� Z GJ VJ _ _V .'LQOl L aGU[ b cG NnCdcPaQ Q 2,x G Q G Q Q a' �^i G Q {C c Q K G C Q (i G Q a.•fl: v Q G tt ¢ G 144.2 526 167.0 428 120.2 526 148.9 419 W3.0 526 138.9 414 90.1 526 134.6 4116 134.1 411 721 526 134.1 411 60.1 526 134.1T24624.2 526 134.1 411 45.1 526 134.7 411 42 in 320 60.4 403 81.4 317 537 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 403 78.6 394 30.2 403 78.6 374 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 289 51.5 362 67,2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 362 63.5 263 25.7 362 63.5 283 50.625 in 82.3 362 919 301 68,6 362 79.3 2S4 50.8 362 71.9 53.5 253 37.7 318 60.8 250 33.9 318 49.5 249 28.3 318 49.1 316 491248 212 318 49,1 248 54 in 67.8 318 74.1 267 56.5 318 64.2 261 40.5 318 57.7 256 42.4 318 37.2 207 27.5 258 34.9 204 24.7 256 33.4 203 20.6 258 32.2 258 322 201 155 256 32.2 201 C 601n 49.5 256 53.1 219 41.2 ?5H 45.7 214 35.3 25H 40.7 21030.9 258 J183 396 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 234 265 tea 13.4 234,'E 26.563 in 42.7 234 45.6 Z00 356 234 391 795 305 234 347 192 267 234 27.0 173 20.6 213 26.1 170 18.6 213 23.7 169 15.5213 22.2 213 220 t6S it.6 213 22.0 166 66 in 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 167 25.4 140 20,3 161 ?t.6 137 17.4 161 19.0 135 15,2 161 17.0 133 781n 22.5 152 23.5 133 1&8 152 19.9 131 16.1 152 17.5 128 TABLE14B Z p a y ll zU) m W J v Anchor Capacity Table (Ibs} N J K Substrate: 2.71k Cmctete 3.5k Cmc_ °z Ho41ow CMU r 4 Filled CMU PT Woad Metal (2 W N co O U) _- 5/16"Elco o 0 O V4"SS Elco 5116"Elco ti4"SS Eico 111,ISte=1 #12 Steel #12 Steel Amhcr Typ' 316'• Elco Ultram 174"Elco URWOn 3116' Elco Uluacon IA" Unracm AggreGata UIrM0n AgereGator Sc new (G5) ficreN (G5} Screw (G51 uxacm Anchor Clip Patterns 2-112" 3118" P' 2-112" P' 2-112" 2" 3418" z` a49" Q54" 0324'• Edae DISMMe(In). V 2-112, T' Z' 1-114^ 1-114" 1-1W _ 1-1/4'" 1-12,4^ t-914"' 2' 138" 139^ vanes - Embedremt(in): 4 Anchors @ T Min.O.0-1 (2) 225 Angle Clips I (Fig, 1): 1-3x4" 7801 1-1Wr 7801bs 134' EEO Its 1914^ 1550 as 1Hg61bs 5401ts 560 fbs N/A I 7bG lbs 1 748 to ee0lbs 1892 682 is 885 its 14301 FIGURE 1: ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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 BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR,j X ( ANCHOR CAR.,,,,,_-) =ANCHOR CAP.,,,, MULLION CAP.;.�MT.,,E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. �1-266"--i 2.116" L T .125" 1.26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) > of Z p a y ll zU) m W J v N J K °z z r 4 rn o (2 W N co O U) _- m o 0 O Cl) m F U M 0 O x O a 0 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Dai Product Control - t(tl Vl dill _'� .•' LICENSE' No.58705 i ids •'•F�ORiDP.•''G\�'� \. 1/1/ /� I®INAL �\ 0\ A. LYM M LLER, P.E. FL P.E.# 58705 a zU) m J v N J °z z r 4 rn FX..z N co a U) _- m o 0 M 0 O x O a 0 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Dai Product Control - t(tl Vl dill _'� .•' LICENSE' No.58705 i ids •'•F�ORiDP.•''G\�'� \. 1/1/ /� I®INAL �\ 0\ A. LYM M LLER, P.E. FL P.E.# 58705 I ABLt 10H Mullion Capacity Table (IbsffkZ) Anchor Capacity Table(lbs) Substrate 2.71 Concrete 3.5k Conn Hollow CMU Filled CMU PT Wood Metal Opening Width (for vertically -spanning mullions) or Opening Height (for horizontaliy-sparmirg mullions) 5/16" Elco 1!4" 88 Elco 5116 Elco t/4" SS Elco #10 5teef 50 in #72 Steel 60 in 1/4" Elco Ultracon Uerecon 70 in 114" Efco Ult2con AggreGafor 80 In AggreGator Screw (G5) 90 in Anchor Clip Patterns 100 in 2-k/2" 120 in 1" 2-112" 140 in 2" 3-110" 1601n 0.48" 3.25" 30 0.324" Edge Distance (in): V. 2-112" 1" Trap/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading 7raplFIng LoadLoading ectangular hapl7dang. Loading Rectangular Loading Trap?dang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TraptTiong. Loading Rectangular Loading Trap/rdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading DEG. AL x m a A '- a ' v�.v ¢a mna a LLm' m a c x m m as Q K �' 73 is m ma E K F a y is :� ..`u nLG [ d ¢ir m m N �j I�. a mw°"-- dd N :z` R J a 354 lbs 740 Ibs C L :z' ^ as me U aUUa d .=L C d 4 xraa n L �c na e d QK v a a �c a me C N Q a 7 �c c c cor NN ¢ 5 mV_ `<c'9- Q¢ c Q K Pc ^r^ Q K m" `.e= d 0 6 rC m .6BAYMttLL rs U (VL --J L c aQ Q42 682 lbs 865 lbs 112016s in 170.0 620 570.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170,00.0 1115 170.0 521 170.0 1240 170.0 521 179.0 1468 170.9 521 170.0 1735 170.0 525 149.7 1740 170.0 521 48 in 170.0 706 170.0 52JiMO 850 170.0 584 170.0 992 270.0 630 170.0 5133 170.0 0.0 1275 170.0 677 770.D 1417 170,0 680 152.2 1522 170.0 680 530.5 1522 170.0 680 114.2 1522 170.0 680 50.626 In 170.0 747 170.0 55 896 170.0 631 170.0 1046 170.0 684 170.0 1195 7700 723 170.D 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170,0 756 102.6 1443 11011756 54 in 170.0 797 170.0 612 170.0 955 170,0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170,0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 60 in 170.0 885 170.0 701 170,0 JD63 170.0 797 167.0 1216 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 63.5 1218 146.1 913 73.1 1218 146.1 913 63 in 1760 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131A 1150 153.0 914 1168 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 126.2 870 65.7 1150 1262 870 t 66 in 170,0 974 170.0 789 552.4 1048 165.8 887 330.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 83S 91.4 1048 116.6 830 76.2 4048 109.4 821 65.3 1048 108.2 818 57.1 3048 108.2 878 c 72 in 140.8 880 147.9 764 117-4 880 126.0 748 100.6 880 110,8 734 68,0 880 100.0 722 78.2 880 92.0 712 70,4 880 86.2 703 58.7 880 79.2 693 50,3 880- 75.5 688 44.0 88D 76.4 fi88 J 76 in 119.7 790 690 99.5 790 1068 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49,9 790 65,1 624 42.6 790 62.1 619 37.4 790 65.5 617 78 in 770.8 750 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 625 61.5 750 70,6 612 55.4 750 65,7 605 46.2 760 59.4 594 39.6 750 56.2 588 34.6 750 65,5 586 90 in 72.1 563 500 60.1 563 62.9 491 51.5 563 54.8 483 45.5 563 48.9 475 40.1 563 44.4 468 36.7 563 40.9 462 39.0 563 36.2 452 25.6 563 33.3 445 22.5 563 31.8 442 96 in 59,4 445 r74.4 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 425 33.D 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 2fi.fi 394 18.6 495 25.0 390 108 in 41.7 391 353 34,8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 335 32.0 370 33.0 330 27.5 370 286 325 24.0 370 25,3 320 21.4 370 22.8 315 19,2 370 20.9 312 160 370 18.1 305 120 1n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19,0 1 317 19,9 276 16.9 317 17,9 273 144 in 17.6 220 17.8 203 TABLE15B Anchor Capacity Table(lbs) Substrate 2.71 Concrete 3.5k Conn Hollow CMU Filled CMU PT Wood Metal 5/16" Elco 1!4" 88 Elco 5116 Elco t/4" SS Elco #10 5teef #12 Steal #72 Steel Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon Uerecon 3115" Else Ultracon 114" Efco Ult2con AggreGafor Ultracon AggreGator Screw (G5) Screw (GS) Screw (GS} Anchor Clip Patterns 2-k/2" 3-178" 1" 2-112" 1" 2-1/2" 2" 3-110" 2" 0.48" 0.54" 0.324" Edge Distance (in): V. 2-112" 1" Embedment (h): 1314" 1-3/4" 13/4" 1-3/4" 2" 1-1/4" 1-t/4" 1-114" 1-114" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" varies 2 Anchors @ 5" Min, O.C. / (2) 2x5 Angle Cllps 1(Flg. t)t 3901bs 3901bs 45D lbs 8901bs 1700 Ibs 270 lbs 280 lbs 354 lbs 740 Ibs 374 Its 720 Its 946 lbs 341 lbs 442 Ibs 560 lbs 4 Anchors 11 3.5' Min. O.C. 1(2) 2x5 Angie Clips 7 (Fig. 2): 780 Ibs 780 IN 790 lbs 1670 lbs 2525 lbs 540 €bs 5601hs N/A 1720 lbs 748 Ins 880 Ibs 189216s 682 lbs 865 lbs 112016s 6 Anchors 2.71" Min, O.C. / (2) 2x5 Angle Clips i (Fig. 3): 120 Ibs 958 Ibs 2246 Ibs 2254 Ibs N/A 8401bs N/A 1059 Ibs N/A 1320 ibs N/A 102216s 1327 Ibs 168016s FIGURE 1: e FIGURE 2: • e FIGURE 3: • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BE 6063-T5 AND BEAMINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR GAPAGI I Y AUJW I MIN I ANCHOR CAP.,,,,.N _ANCHOR CAR - {DP e) X (_ MULLION CAP. ,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. W PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By / Miami -Davie Product Control it11I1111// -y\GENs�'- .�.. No.58705 ��0� •. STAT@ . T717j®NAL 1E0 A. LY< ` N 1ILLER, P.E. FL P.E.# 58705 IAbLE IbA = R 6 Z - Z Z m v J x Mullion Capacity Table bsffe r Anchor Ca ity Table lbs U Substrate: Q 27k Concrete 35k Cone. Hollow CMU Z 2 Filled CMU PT Wood Metal Opening Width (for vertically-spanrliig mullions) or Opening Height (for horizoritaily-spannirg mullions) m Z a 5116" Elco w R OD 60 1/4" SS Elco 5/16" Elco 50 in #10 Steel 912 8tee1 60 in Patterns Anchor Type: 70 in Ultracon 3/16" Elce 80 In 1/4"Elco Ultracon 90 in Oitracon - 100 in Screw (G5) Screw (GS) 120 in 140 in 1601n 326" 46 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/ Tdang. Loading Rectangular Loading Trap/Tdang, Lcadng Rectangular Loading Loading TVaruQN6o e Rectangular l Leading ngaVW6Cu r Loading TdVU6`fGGJn gd'O�NC. Rectangular e Loading ang'VCNwnwu laNt9�Pr Loading gN.0-bP. aUUz�UCn Rectangulr Loading m Loading g,9P.- Rectangular Loading ectangula.B¢9Nr, Loading a(_CcYp/TdaVLQa6wCn g^�G-tmpwr. Rectangular Loading ectangula�oa9NPr: Loading TdaVLaQCNNQwn g,a•Kd. ary_lGp+,r D EG. AL 6 aN :p QrY N L" 2 w O Be i Q 4" 3izVTA4r- maasp/ NKabJL. E wcct _ .0bN GO Np act 'V1mNA2 9P n' 12 yprTdaVLa6Cn VnwTNwCO GLBAYMULL <tt 2fl0 lbs xV_'maTNGOr' - 374 ibs aUO,ETnOr � 4421bs 560 lbs 4 Anchors @ 3.5"Min. O.C. / (2J ps / (Fig. 2} 620 700 35 170470.0 74d 1700 478170 11201bs 47 BBO Ebs 7892 lbs 6621bs 8851bs 1720 lbs @2.71" Min O.C.1 (2) ps / (Fig. 3): 1120lbs 170.0 1240 170.0 521 17.0 1488 170.0 521 170.0 1735 170.0 521 180.3 9871 170.0 521 m 48 in 170,0 708 170,0 524 170.0 850 170.0 584 170.0 992 630 170,0 1133 770.0 661 7 700 7275 170.0 677 170.0 1477 170.0 680 763.7 1637 170.0 680 140.3 1637 1709 680 122.8 1637 170.0 680a 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170O 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 47.1 1552 179.0 756 1267 1552 170.9 756 110.4 1552 179.0 756 54 in 170.0 797 170.04745170.O 70.0 956 170. 691 170.0 1116 754 170.0 1275 7 9.3 1455 470.0 81 86f 97.0 1455 170.0 861 60 in 1700 885 170.070.0 1063 170.0 797 170.0 1240 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 183.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 786 1309 157.1 982 63 in 170.0 930 170.0 1116 170.0 850 162.9 1247 940 5.0 247 1382 9 81.4 1247 7357 935 71.3 1247 135.7 935 6 66 in 170,0 974 170.D 789 170.0 1169 1709 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 66.8 1199 119.5 896 74.2 1190 118.1 893 64.9 1190 116,1 893 c 72 in 161.6 1010 169.6 877 134.7 1010 144.6 858 115.4 1010 127.2 942 101.0 1010 114.7 828 89$ 1010 105.6 817 60.8 1040 98.9 807 67.3 1070 90.8 795 57.7 1010 87.8 790 50.5 10W 87.7 789 0 � 76 in 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 197.1 761 85.9 906 96.2 749 76.3 90WO 98.2 738 887 806 82.3 729 57.3 906 74.7 718 49.1 906 712 710 42.9 906 70A 708 N 78 in 127.1 861 132.5 754 705.9 867 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 869 81.0 703 63,6 861 754 694 53.0 861 66.1 681 45.4 861 54.5 675 39.7 861 63.7 672 90 in 827 646 85.4 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 415 519 29S 646 38.2 671 25.9 646 36.5 507 96 in 682 568 70.1 508 56.8 568 59.1 499 48.7 568 SiA 491 426 568 45.8 483 37.9 566 41 A 476 34.1 568 38.1 470 ?6.4 566 33.4 459 24.3 568 30.5 452 21.3 568 26.7 447 166 in 47.9 449 48.9 405 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 357 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 18.9 356 111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 282 352 22,1 425 24,0 358 18.4 425 20.7 350 15.8 425 18.6 343 120 T 34.9 364 35.5 331 29.t 364 29.8 326 1 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 144 in 1 20.2 253 20.4 1 233 1 16.0 1 253 1 17.7 230 IABLL 71116 = R 6 Z - Z Z m v J x r Anchor Ca ity Table lbs U Substrate: Q 27k Concrete 35k Cone. Hollow CMU Z 2 Filled CMU PT Wood Metal m Z a 5116" Elco w R OD 60 1/4" SS Elco 5/16" Elco T4" SS Elco #10 Steel 912 8tee1 #12 Steel Patterns Anchor Type: 3/46" Etca Ultracon 174" Elco Ultracon Ultracon 3/16" Elce Ulttacon 1/4"Elco Ultracon pggreGator Oitracon AggreGator So(GS) Screw (G5) Screw (GS) Anchor Clip 1" 2-1/2" 2" 3-i/8" 2" 0.48" 0.54" 0.324" Edgeistance (in):E20 2-1/Z" 1" 2-1/2" 3-118"L27 2-1(2" edment (in): 1-3/4" i-314" i-3/4" 2' 4" 1-V4" 1 -IN' 1.114» 1-'.14" 1-t/4" 2" 1-3/8" 1-318" iotas 2 Anchors @ 5" Min. O.G. I (2} s / (Fig. i y jEP 390 lbs 4501bs 890 lbs 170016sbs 2fl0 lbs 354 lbs 740 ibs - 374 ibs 720 lbs 9461bs 341 lbs 4421bs 560 lbs 4 Anchors @ 3.5"Min. O.C. / (2J ps / (Fig. 2} 7801Gs 7901bs 7670 Obs 25251bshs 5601bsNIA 11201bs 748 @s BBO Ebs 7892 lbs 6621bs 8851bs 1720 lbs @2.71" Min O.C.1 (2) ps / (Fig. 3): 1120lbs 958 Its 22461bs 22541bs 84016s 14/A 10591bs WA 132016s N/A 10221bs 1327 lbs 1680 be FIGURE 1: FIGURE 2: • • FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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 AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP a) X / ANCHOR CAP.,pa,;,e„� _ ANCHOR CAP.,,",, \MULLION CAP.,"--,� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. U I 0 O F 0 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 0 \'NY LYNN , No, 58705 } 44/ ��T•. TATE F (v` A./j oro AL LM� P.E. FL P.E.# 58705 = R 6 Z - Z Z m v J x r _W K _ Z) U N Q Z 2 QQ Q N m Z a rn w R OD 60 0 O F 0 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 0 \'NY LYNN , No, 58705 } 44/ ��T•. TATE F (v` A./j oro AL LM� P.E. FL P.E.# 58705 1.000-- 2.000" .000"2.000" .125" 1" X 2'X.125" MULLION 6063-T6 ALUM. X -SECTION 125" 2.000" 375" f 1" X 2" X. 375" MULLON 6063-T6 ALUM. X -SECTION 1.000" .125" 2.750" ha 375" 1" X 2.78' X.375" MULLION 6063-T6 ALUM. XSECTION 5.500" CUT HERETO .375" 3.125"'j _ CREATE F -CLIP, SEE DETAILF,SHEET4 L--- .375" F M IN. A / r6 STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 5.500"--- .375" .375" MIN. MIN. ------ I I 1 I I B I � I .338" MIN. U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116", fere\e11110C1 -1 1.000" �-- 1"X 2.75" X .650" MULLION 6063-T6 ALUM, XSECTION --i I--.125" I -t.000"-1 3.125' 500" 1"X 3.1257'X.5" MULLION 6063-T6 ALUM. X -SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION 125" .375" MIN. ------------- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". F-1.zso"--I .125" 3.188" DF.265" I 1,25" X 3.188" X .265" MULLION 6063-T6 ALUM. X -SECTION 2ANGLE CLIP 6063-T6 ALUM. TOPVIEW --- - Mull Dimension (sheet#) Mullion Std. Clip PGT Part# Offset Clip .125" 1 Angle Clip STANDARD CLIP 66605 666113M 6661118M 666243M 6063-T6 ALUM. X -SECTION 1" X 2" X.375" (6) 666006 2 125„ U -CLIP 6661119M 666244M 666512M 1" X 2.79'X,375" (7) 6063-T6 ALUM. 666115M .125" 666245M 666513M X -SECTION 66608 A66116M --I F-- .74U 5.500" CUT HERETO .375" 3.125"'j _ CREATE F -CLIP, SEE DETAILF,SHEET4 L--- .375" F M IN. A / r6 STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 5.500"--- .375" .375" MIN. MIN. ------ I I 1 I I B I � I .338" MIN. U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116", fere\e11110C1 -1 1.000" �-- 1"X 2.75" X .650" MULLION 6063-T6 ALUM, XSECTION --i I--.125" I -t.000"-1 3.125' 500" 1"X 3.1257'X.5" MULLION 6063-T6 ALUM. X -SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION 125" .375" MIN. ------------- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". F-1.zso"--I .125" 3.188" DF.265" I 1,25" X 3.188" X .265" MULLION 6063-T6 ALUM. X -SECTION 2ANGLE CLIP 6063-T6 ALUM. TOPVIEW --- - Mull Dimension (sheet#) Mullion Std. Clip PGT Part# Offset Clip U -Clip Angle Clip 1" X 2" X .125" (5} 66605 666113M 6661118M 666243M 666511 M 1" X 2" X.375" (6) 666006 665114M 6661119M 666244M 666512M 1" X 2.79'X,375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.76' X.650" (8) 66608 A66116M 6661121 M 666246M 666514M V X 3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25!'X3.188" X.266'(12) 66641M 6661117M 6661113M 666241M 666516M 1.26"X2.11" X.125" (18) 69370 N/A N/A N/A 666617M C OFFSET CLIP NOTES: 25" 6063-T6 ALUM. TOPVIEW - 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 740"-1---�-1 rE 2) SEE SHEETS 5-9,12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A U-1 25" 2.116" .125" 126" X 2.11" X .125" MULLION 6063-T6 ALUM. X -SECTION Dimension Value (in) For Mullion: A 1.625 Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.125 V X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.75 X 375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0-836 A 2.000 1" X 3.125" X .500" Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.625 5" X 3.188 12 " X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26" X2.11" X .121" Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mi.. Product Control \A%I--10 \ `���yY LY/V/V' ��'.•' 410ENgF • ���� No.58705 O�. STEOF: A. f'N'I�II ....'tm`f).E. /// / F®®��1;�87 5 \ � --1 1.000" h- --1 1.000" f-- 1" X 4"X.125" t MULLION 6063-T6 ALUM. X -SECTION 25" 1"X4"X.375" MULLION 6063-T6 ALUM. X -SECTION .062'-1 125" .031 .385" 155"J .375" 1" X 4" X .375" "T" -MULLION 6063-T6 ALUM. X -SECTION 1.25'X 3.25'X.100' 1.25" X 3.25" X.624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X -SECTION X -SECTION --{ .820" 1-- 1.25" X 3.94" X.624!' MULLION 6005-T5 ALUM. X -SECTION .375" MIN. 2.875" �- 1,. 3.469"VAILLUM. 2.661".375„ 1.377"- 125MIN. .125" .125"2.2;30"3.250"45° BAY M30" BAY MULLION 6063-T6 6063.76 ALUM. 1 X-SEC X-SECTION .226 228"j4 --.981.226--j { I .125" STANDARD CLIP 6063-T6 ALUM. X -SECTION � r.125" o,ouu CUT HERE TO CREATE F -CLIP, SEE DETAIL F, SHEET 4 i I i I i I i I i I 1 I I I I -- I I I I I I I I I I I I I i 1 1 1 I I i I i I I I I I I I I I I I I I I I L 'i STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". i I I i I I I I I I I I I I I i I I 1 I I i I I I i i I I i 1 I H I i I I I i I I 1 G OFFSET CLIP .125" 6063-T6 ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 2) SEE SHEETS 10, 11, 13-15,19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS, 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 740" -I--{ ,125" 2.125" U -CLIP 6063-76 ALUM. X -SECTION 126"j - 375" 2.000" 2X5 ANGLE CLIP 60 ALUM. X -SE -SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". .375' U -CLIP 6063-T6 ALUM. TOPVIEW TABLE C 125" 5.000" .375" MIN. CENTEROF For Mullion: r--------- ----- .375" ANCHOR HOLE G 1.000 I i MIN. MUST LIE WITHIN 3.187 I i G 0.757 THE DASHED 1 3.000 F 2.250 BOUNDARY. SEE G 0.750 I I 3.250 SHEETS 10.17 6661123M 666242M 666519M FOR THE F 6661127M 6661124M ANCHOR O.C. 6665115M I 20161120315 DISTANCE. 6661125M 6662411M 6665116M MAXIMUM 20162 6661117M 6661126M ANCHOR HOLE 666517M 30 Degree (19) 66649 DIAMETER: NIA WA 6665110M ANCHOR 66650 L --------J N/A DIAMETER + 1116". 6665111M 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Dimension Value (in) For Mullion: F 3.687 1" X4" X .125" Aluminum Tube Mullion G 1.000 H 2.680 1 3.000 F 3.187 ill X4"X .375" Aluminum Tube & "T G 0.757 H 2.430 1 3.000 F 2.250 1.25" X 3.26- X.100" Aluminum Tube Mullion G 0.750 H 1,500 3.250 TARI G n TABLE C, CONT. Dimension Value (m)l For Mullion: F 1.938 1.25"X3,25" X .624" Aluminum Tube Mullion G 0.500 H 1.438 1 3.250 F 2.625 1.25" X 3.94" X.624" Aluminum Tube Mullion G 1.125 H 1.500 1 3.250 F1 2,813 30' Ba Mull F 2.875 45" Ba Mull Mull Dimension (sheet #) Mul€ion Std. Clip PGT Part# 1011set Clip U -Clip jAngIeCIIP 1" X4" X.125" (10) 69364 666111M 6661122M 666241M 666518M 1"X4"X.375"(11) 66610 666112M 6661123M 666242M 666519M 1" X4" X.375" "T' (11) 66653 666112M 6661123M 666242M 666519M 1.25" X3,25" X.100" (13) 20160/20312 6661127M 6661124M 6662410M 6665115M 1.25" X3.25" X.624" (14) 20161120315 6661128M 6661125M 6662411M 6665116M 1.25"X3.94" X.624" (15) 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 N/A NIA WA 6665110M 45 Degree (20) 66650 NIA N/A N!A 6665111M 1 O O co co PRODUCT REVISED as complying with the Florida Building Code NCA -No. 17-0630.01 Expiration Date 05/26/2021 ttttlilli/r ty 1 "',vN -', 1 LtGENSF'•, CC�� yF : No. 58705 n6T, TE 0 .%� '40RIOF`.•.• \�I ' ANAL A. LYNN MILLER, P.E. FL P.E.# 58705 110-1Acla Mull Dimension PGT Part# I I I I I I I (sheet#) Mullion Sid. Clip U -Clip I Angle Clip 2" X 4" X .25" (16) 66602 666261M 666271 M 6665112M 2" X6" X.25" (17) 1 66604 1 666262M 666272M I 6665113M NOTES 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" r-2.000"-1 2"X4"X.25' MULLION 6063-T6 ALUM. X -SECTION 2"X6"X.25" MULLION 6063-T6 ALUM. X -SECTION .375"� I, - MIN. 1 2.000" --1 �--.125" I r Y II I L ------------- STANDARD CLIP 6063-T6 ALUM. X -SECTION 125" CUTHERETO CREATE F -CLIP, 375„ _ SEE DETAIL F, SHEET 4 I I i — - I- 3.438" I I I I I I I STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16" 5.500" CUTA�EFIPI 3.500"^i CRE,375" .375"� SEE MIN. r-SHEET4 MIN. Ce— I I I I I I I I I I I W I I I I I I I I I t I f I I I I _ 4.688" II I I I II I I s.4 I I I I I I i � I IL-------- f `- STANDARD CLIP 6063-T6 ALUM. TOP VIEW 38" q 375" 1 U -CLIP, 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. _ DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/16". r U -CLIP 6063-T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW 3.438" 5.000"--77,375" ,375" MIN. ----1 I I I i I I I II I I _I_ I i I I I 1 I I 1IIIIII\111 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 375" MIN Expiration Date 5/26/2021 By ----------------- -1 Miami- de Product Control I I I I I I I I I I + I I I 11111111/ I I t ,� so ...... N•�i Z - No. 58705 . ,375" _ L --------------------- MIN. ��fl ST E p t'. 4tj�� \� ZX5 ANGLE CLIP s'FtORIDR.._•`G\\ 6063-T6ALUM.®NAL �\\0 TOPVIEW A. -YIN MILL�R, P.E. FL P. E.# 58705 W N 2W U 2X5 ANGLE CLIP o � W U -CLIP 6063-T6 ALUM. f C 6063-T6 ALUM. z 2.125' X -SECTION 2.000" XSECTION LO 104 .125" m 6 U .125" �N W > Z O W N J q 375" 1 U -CLIP, 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. _ DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/16". r U -CLIP 6063-T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW 3.438" 5.000"--77,375" ,375" MIN. ----1 I I I i I I I II I I _I_ I i I I I 1 I I 1IIIIII\111 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 375" MIN Expiration Date 5/26/2021 By ----------------- -1 Miami- de Product Control I I I I I I I I I I + I I I 11111111/ I I t ,� so ...... N•�i Z - No. 58705 . ,375" _ L --------------------- MIN. ��fl ST E p t'. 4tj�� \� ZX5 ANGLE CLIP s'FtORIDR.._•`G\\ 6063-T6ALUM.®NAL �\\0 TOPVIEW A. -YIN MILL�R, P.E. FL P. E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF- h N m 1) INITIALLY ASSUMING THAT A T' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65". REFERENCINGSHEET25, THE COLUMN USING ® qM b = NO ANCHORS --S IN HEAD RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED o J F DESIGN PRESSURE OF +60,01-60.0 PSF. iF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE °` o v -SEE SEE FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH =72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS +/-58.3 PSF AND WOULDw =U �, LL o FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. m PRODUCT'S SHEETS APPROVAL\ 23 FROM TABLE 4A, SHEET 8, THE 1"X2.75" X.650" MULLION (LENGTH= 72", OPENING WIDTH= 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LOLL N \ OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 72" MULLION LENGTH 2) USE TABLE 4B TO FEND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 d"t y U F 4 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. z wN W 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL W _ L/;j2-3 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/ -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W IN THIS THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: cc+) W NO ANCHORS IN WINDOWSILL 32"--�{ ' 32" MULLW WIDTH 636 LBS (60 PSF) X ( ) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) - ~ z Q OPENING WIDTH 72.7 PSF z m s _— z rc) 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 V m d ';O DESIGN PRESSURE OF +50.0/-55.O PSF. J o` �Z Q r FOR THE VERTICAL MULLION: z 4 0) 0 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1"=73". REFERENCING SHEET 25, 'Q z CNto THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL U) fD -x" g CD m0 MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. Ld EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, - - FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF LU d K L' MULLWIDTH SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U - FROM TABLE 12A, SHEET 16, THE 2" X 4'X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64-7 PSF WHICH EXCEEDS THE REQUIREMENTS 0¢.. o LU z FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mO �� _a €O 3T SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY FENESTRATION DETAILS, PRODUCT'S SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73" DIMENSION (35-1/2"+35-V2"+2"=73"). as complying with the Florida 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 Building Code NOA-No. 17-0630.01 CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL �- STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 05/26/2021 MULLION _ _ �� SEE SEE LENGTH DETAILS, DETAIL E, USING THE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. >0/ > _ By $ SHEETS2-4SHEET FOR THE HORIZONTAL MULLIONS: Miami- de Product Control OPENING HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR HOR17 MULLION 72 MULLION TYPE COULD BE CHOSEN. SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE H �U_' 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +j' -170,O PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. G SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" z SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2-3 (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 111 I 1 I I I L T ANCHOR CAPACITY OF 521 LBS. LYNN _ 36", HORIZ, 36", HORIZ. MULL LENGTH MULL LENGTH 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS -THE _jCEN GEN F''•���� A i V2'r OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW, _ No -58705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: �„;. `D'�Tfj' +/-64.7 PSF FROM THE VERTICAL MULLION; � � 101® +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; % SATE F OO ', +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). TO OF THE MULLIONS. A _ ��C�S •'•'40R1D?. • •lG®�� THE LOWEST DESIGN PRESSURE IS +/-64,7 PSF AND WOULD APPLY ALL �L,;\�N\\ VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION 'K/Si '- PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN 1®ANAL o A. LYIVI(IIIUIILLK P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED SGD EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: Nil OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j 1 SH/DH PW SH/DH I a � a LL PW o FW Y F o y S'- LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED SGD EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: Nil OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j 1 LOADING OF VERTICAL MULLION 00 PW PW I ❑4 O O � e S LL PW o FW Y F o y S'- a oz v � J LL LOADING OF VERTICAL MULLION 00 HINGED DOOR PW I ❑4 O O � e S LL PW o FW Y F o y S'- a oz v � J LL SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION PW aHR 00 HINGED DOOR PW I LOADING OF HORIZONTAL MULLION PW aHR LOADING OF VERTICAL MULLION m PW PW I LOADING OF VERTICAL MULLION •4 O 0 M z° LU Z Cr Q U) (O U 0 0 0 O a¢ o Z .. O m r0 SH/DH O U I= ❑ tll ❑ K FT PRODUCT REVISED as complying with the Florida Building Code L Ll NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By r --- '---"""' MULLION Miaifil-Dade ee Produce NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �•`` o�Y LYNN �''�,,� BE DETERMINED, USE "0.-- E PW RECTANGULAR LOADING. _L� NSF �C 3) SEE PRODUCTS' APPROVAL FOR No. 58705 ACTUAL ANCHOR LOCATIONS. -------------.; pt LOADING OF HORIZONTAL - - N fL P.E. A. LYNf�IMII>dEY,, P.E. MULLION FL P.E.# 58705 m w 9 Cn by m N O ❑4 O O � e S LL CW]• Wz � o FW Y F o y S'- w oz v � J LL y o U •4 O 0 M z° LU Z Cr Q U) (O U 0 0 0 O a¢ o Z .. O m r0 SH/DH O U I= ❑ tll ❑ K FT PRODUCT REVISED as complying with the Florida Building Code L Ll NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By r --- '---"""' MULLION Miaifil-Dade ee Produce NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �•`` o�Y LYNN �''�,,� BE DETERMINED, USE "0.-- E PW RECTANGULAR LOADING. _L� NSF �C 3) SEE PRODUCTS' APPROVAL FOR No. 58705 ACTUAL ANCHOR LOCATIONS. -------------.; pt LOADING OF HORIZONTAL - - N fL P.E. A. LYNf�IMII>dEY,, P.E. MULLION FL P.E.# 58705