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HomeMy WebLinkAboutFL NOA 17-0630.01M IAM I•DADE 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 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianudade.¢ov/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 Expiration Date: May 26, 2021 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 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Su Edition (2014) and with FBC 6E1 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.L. approved on 04/14/16 and expiring on 05/26/21, Jorge M. Plasencia, P.E. P,yoduct 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 / ATHRU G; SHEETS 2-4 1 MULL LENGTH J OPENING WIDTH FOR VERTICAL MULL—� SEE DETAILS \ A-D,G,H; 1 SHEETS 2-4 /i POP III ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE /11 P \ SEE DETAIL' ATHRU G; / SHEETS 2A C it OPE /SEE D,G,H; HORIZONTAL AEEG,H; SHEETS 2-4 MULL LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH � _ OPEN I M LL HEIGHT LENGTH L L [-,---OPENING WIDTH ---I SINGLE MULLION SINGLE MULLION HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. TEE MANUFACTURED BY PGT. (---HORIZ. MULL LENGTH —•- 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 ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING E. 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. 11j 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. OPENING HEIGHT FOR H ORIZ VERT. MULL y:� .� MULL TH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH _ FOR VERTICAL MULL INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) 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.......- .................. DO PIP, z 1 INSTRUCTIONS .................... __.......1 ELEVATIONS ................................... 1 MULL T02X WOOD ........................ 2 MULL TO 1X & MASONRY..-.......... 2 INSTALLATION NOTES, ....._......_... 2 MULL TD MASONRY ....................... 3 MULL TO STEEL STUD.__. .... 3 MULL TO MULL ............................... 3 ALTER CLIPS._.................4 BAY MULL INSTALLATION..-. .. .......4 i X 2 X .125 MULL SPECS..........._.. 5 1 X 2 X .375 MULL SPECS...............6 t X 2.75 X .375 MULL SPECS..........? 1 X 2.75 X.65 MULL SPECS........ .... 3 1 X 3.125 X.500 MULL SPECS ........ 9 1 X 4 X .125 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 L25 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 8 CLIP DIMENSIONS...... 21-23 EXAMPLES t & 2..............................24 LOADING EXAMPLES ...................... 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FTC) 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/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/PT) 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. "� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBSIFT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (L8S)FT2) FOR THE � FROM FIGURE 1 ABOVE. OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS CODES / STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE *2017 FLORIDA BUILDING CODE (FBC}, 6TH EDITION 8 VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONIPPP •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION CAPACITY (LBS/F7=) OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. *ALUMINUM DESIGN MANUAL, ADM-2015. OAISI S100-12 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. *AISC 360-10 SO SU e o� ❑ [n K p W J � J 2 0 W I. (J � z Z w � z ~ a � r (fj `o W O � U � a a � O �— tJ l/ 0 �I r PRODUCT REVISED as complying with the Florida Building Code NOA -No. 17.0630.01 expiration Date 05/26/2021 Miami- de Product Control F='` ONV G NSg /1Cck 1 e t - �o •'• STATE Of F ' k-Il PSIP ONAL E�G� A.LYIGNMILIUHR17\ .E. FL P.E.# 58705 DETAIL B: muLuoN DETAIL A: MULLION MULLION ATTACHED TO 1X BUCKSTRIP MULLION TO 2X WOOD BUCK AND WOOD BUCK AND MASONRY OR WOOD FRAMING ATTACHMENT (STANDARD CLIP SHOWN) BY OTHEISj (OFFSET CLIP SHOWN) SEE NOTE 1. HEET 1. S MULLION , I °I° i SEE SHEETS a I 21-23 FOR HOLE d 1 EITHER THE i LOCATIONS STANDARD OR - ° EDGE o OFFSET MULL ° OISTANCE o ° ° CLIP MAY BE I FOR WOOD / 1 - INSTALLED BY d SCREWS °d THIS METHOD, a L,260" MAX FOR da - ALL MULLIONS Q ° 4 a ° EXTERIOR 4- ° - EDGE - 4 - - d DISTANCE a - d FOR m ° MASONRY °. THE OFFSET CUP IS ANCHORS ° ,✓i -a ftECOMMEN0ED FOR ° Lf ° FIN -FRAMED EXTERIOR ° wtNDows, Bur MAr ALSO BE USED FOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-16B ATTACHMENT " BY OTHERS, SEE NOTE I, SHE i. - SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHQR 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 TVP. ANCHOR 'PER SUBSTRATE, SEE TABLES 1 B-16B SEE TABLES 1B-t 3B W 04 i j Q SW O � Fj v TYP. ANCHOR pER SUBSTRATE, SEE SEE TABLES iB-138 LL 1 f MIN92.7 KSI EDGE i CONCRETE OR CMU' DiSTANGE, �^-- - SEESEE TABLES i EDGE DISTANCE 1B-13B i FOR MASONRY � ANCHORS a �ti I TYP. ANCHOR 'PER SUBSTRATE, SEE TABLES 18-13B AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. a U N� W W O � ~ � M W � PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17.0630.01 Expiration Date 05/26/2021 �I,}tll lllli� No. 58705 S/0NAL 1E?. . A. LYNN WLLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) i 1 1 I TYP. ANCHOR EITHER THE I PER SUBSTRATE, STANDARD OR SEE TABLES 18-13B I I OFFSET MULL I I I CLIP MAY BE I Q EDGE DISTANCE INSTALLED BY 11 I FOR MASONRY THIS METHOD. 1 I I ANCHORS �I Il L EXTERIOR ° a ° THE OFFSET CLIP IS EDGE DISTANCE ° RECOMMENDED FOR FOR MASONRY !y i� FIN -FRAMED ANCHORS - ° WINDOWS, BUT MAY ALSO BE USED FOR n - OTHER FRAME TYPES. TYP. ANCHOR d /PER SUBSTRATE, d Q / SEE TABLES 18-138 TYP. ANCHOR - PER SUBSTRATE, BUCKSTRIP SEE TABLES 1B-13B AND � ATTACHMENT °` SEE NOTE I,44 a _!J7 SHEET 1. - �' tl � EDGE • DISTANCE -��SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1BA3B 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 QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO 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-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: —I zs^mIN. MULLION TO MULLION r.1 INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN •TEE" OR "CROSS" INTERSECTIONS. 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. tF12 STEEL SCRf WS \� SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION SECTION EXTERIOR SEE SHEETS 21-23 FC HOLE LOCATION EDGE DISTANCE SEE TABLES 1 B-138 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR a PERSUBSTRATE, \ SEE TABLES IB-138 a` SEE SHEETS 21-23 FOR HOLE LOCATIONS \ MULLION qu EDGE FOR STEEL STUDS THINNER THAN FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING ^ CODE, A 2X WOOD BACKER MUST USED. LN3J 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 h o j z� Q � V 6 Z wMz W J � a? C9 m CD O O cm Q ~ O to U z Z_ Uz z m a z N Z z z Q Q O CC) a F ma o W J � � � Q o U z Q O o zm0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-063OmOl Expiration Date 05/26/2021 Miami-D a Product Control D STANCE SEE TABLES NV\I�Ni/ L�/AiA�7Y77/ 18-136 \\ 't 11 LICENSE',•%���� No.58705 •� s TA FT .•��v�\ i CAS, •':��ORIDP-.••'�\'�� . I t r N A. X FL P.E.# 58705 FOR STEEL STUDS THINNER THAN FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING ^ CODE, A 2X WOOD BACKER MUST USED. LN3J 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 h o j z� Q � V 6 Z wMz W J � a? C9 m CD O O cm Q ~ O to U z Z_ Uz z m a z N Z z z Q Q O CC) a F ma o W J � � � Q o U z Q O o zm0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-063OmOl Expiration Date 05/26/2021 Miami-D a Product Control D STANCE SEE TABLES NV\I�Ni/ L�/AiA�7Y77/ 18-136 \\ 't 11 LICENSE',•%���� No.58705 •� s TA FT .•��v�\ i CAS, •':��ORIDP-.••'�\'�� . I t r N A. X FL P.E.# 58705 V 6 Z wMz W J � a? C9 m CD O O cm Q ~ O to U z Z_ Uz z m a z N Z z z Q Q O CC) a F ma o W J � � � Q o U z Q O o zm0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-063OmOl Expiration Date 05/26/2021 Miami-D a Product Control D STANCE SEE TABLES NV\I�Ni/ L�/AiA�7Y77/ 18-136 \\ 't 11 LICENSE',•%���� No.58705 •� s TA FT .•��v�\ i CAS, •':��ORIDP-.••'�\'�� . I t r N A. X FL P.E.# 58705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-063OmOl Expiration Date 05/26/2021 Miami-D a Product Control D STANCE SEE TABLES NV\I�Ni/ L�/AiA�7Y77/ 18-136 \\ 't 11 LICENSE',•%���� No.58705 •� s TA FT .•��v�\ i CAS, •':��ORIDP-.••'�\'�� . I t r N A. X FL P.E.# 58705 DETAIL F: DETAIL G: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) / SEEDETAILS SHEETS 2 AND 3 FOR INSTALLATION SUB TO SPECIFIC SUBSTRATES, MULLION O O O O O O O O SIDE VIEW G SHOWN WITH IX 4"X.125 TOP VIEW " MULLION 1 I EXTERIOR b I 'TYP. ANCHOR STANDARD MULLION CLIP I PER SUBSTRATE, MODIFIED TO FIT FIELD I SEE TABLES 1 B-14B CONDITIONS. I I I I I I MULLION I I II I I I I I I I I 2"X 5" X.125" �� �� 11 I ANGLE CLIP, 2 PER MULLION END, 11 MUST BE INSTALLED I INSIDE OF MULL. b I I INTO WOOD, STEEL, ALUM, CMU OR NIASONRV EXTERIOR O EDGE Q[STANCE PERANCHOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B STANDARD CLIP TO BE MODIFIED IN -FIELD. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR L26" 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. InrrO wooD_ Ls EXTERIOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) OR 45� 'MULL Ij o o `t 0 o V U) s d O O z O O O J J TOP VIEW U Ui 0 m 0 z ® TYP. ANCHOR :PER O 1 ${ TEj SEE TABLES 158 0R 16B z � ? I EXTERIOR �211X5"ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. I O ,LUM, CMU OR MASONRY 1 ryO EDGE kDisTANCE ER CHOR NOTESFOR 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 15B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED as complying with the Florida Building Code N0 No, 17-0630.01 Expiration Date 05/26/2021 a w Miami-D� Product Control v7 uI V) N 0: Q Z N 1111l/ 111 No. 58705 ATE F/ �44)` ORID aA. LIiU4ILL , P.E. O FL P.E.# 515705 TABLE 1A Mullion Capacity Table 1bsIR 1 x 2 x.125 Alum. Tube Mullion 50 in 60 in TrapRdang Loading a a <i �a 115.5 73.4 61S 49.8 35.4 o. �o��" Z•[79 Q 325 252 228 202 166 Rectangular Loading 45.6 37.6 27.4 70 Z• 8w 4� 408 312 281 247 200 Opening in Tap/Ttiang. Loading u 107.8 67.0 55.7 44.832.9 31.524.0 Width a fl Zia 321 248 (farvenically-spanning Rectangular Loading z' a ci 64.9 46.8 39.9 Bit �a cia 408 312 281 247 200 in Tap/Tdang. Loading n x a.� ci as 104.4 319 532 246 5Z.1 222 41.5 198 28.9 160 mullions) Rectangular Loading a a U 62,1 41.6 35.5 29.2 21.3 or 90 a a_ uo 408 312 281 247 200 Opening in Tap/Tdang. Loading a o 104.0 61.3 50.1 3944 27.1 Height v �a 319 244 220 194 159 (for Rectangular Loading a U 0a 55.9 3T6 31.9 26.3 19.2 horizontally 100 �' a_ �a 408 312 281 247 200 -spanning in Traprinang. Loading �' o 104.0 61,U 49.3 38.4 25.9 - a cia 319 244 219 193 157 mullions) Rectangular Loading - a o 4fi.6 31.2 26.6 21.9 16.0 1201n ,. a� tia d08 312 281 247 200 7rap/Tdang. Loading - a u 104.0 61.0 493 38.1 25.0 x a_ ion 319 244 219 193 156 Rectangular Loading �'• o u 39.9 25.8 22.8 18.8 140 Z• a_ ua 4 K 408 312 281 247 in Trap/Triang. Loading �' a cicif c 104.0 61.0 49,3 38.1 • �� Q 3f9 244 219 193 Rectangular Loading ci 35.0 23.4 20.0 16.4 160 �d 408 312 291 247 in Tap/ltiang. Loading oR f04.0 51.0 49.J 38.1 av 319 ¢42 244 219 193 Rectangufar Loading a ci EQiY a a u� T2p/Tdang. Loading a ci_ Z• a uc Rectangular Loading B• a ci �c � o ua 6 K c In 911.9 408 312 261 247 200 129.5 83.8 70.5 57.5 41.2 332 258 234 207 170 43.2 $2.4 53.2 43.9 32.0 408 312 281 247 200 48 in 74.9 63.9 50.625 in 54 in 52.6 38A 601n J 63 in 33.1 181 35,3 155 27.6 i81 30.3 152 23.7 181 26.9ZD.7 ]149 i8Y 24.5 148 t8.4 781 22.8 444 16.6 181 21.7 143 2 28.8 165 30.6 142 24.0 165 26.1 139 20.6 765 23.1 18.0 i65 21.0 934 66 in 139 23.3 120 18.5 139 19.9 JIB 15.9 139 IT5 72 in 22.2 78 in fB.9 125 19,7 Fog15.7 125 15,8 107 78 in 17,5 JIB 18.2 104 TABLE I Substrate: Anchor Type: Anchor GIIp Patterns Edge Cistence (m): Embedment (In): 2 Anchors @ 4,75" Min. O.G. / Standard or Offset Clip (Fig. 1): 4 Anchors @ 1.15" Min. O.G. I Standard (Or Offset) Clip (Fig. 2): 4Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips I (Fig. 3): 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): f Anchor! F-Clip (F10. 5): 2 Anchala @ 1.15" Min. O.CJ FClip (16). STANDARD 2.7k 3116" Elco Ulicaam 1" 2-i/2" t-3/4" - 1-3/4" 3901bs 390lbs 480 Ibs 7001bs 780lbs 78011 NIA WA 1951bs 1951bs 2401bs 350lbs Comreta Anchor 114" Elco Ultracon 1" Z-1/2" 1-3/4" 1-3/4" 4501bs 890 IDS N/A N/A 600lbs 1560 lbs N/A N/A 225lbs 445lbs N/A N/A Ca aci 3.5k Ccnc. 5/1fi" Elco ultracon 3-1/8" 2" 16441bs N/A 16961bs N/A 8221bs N/A Table BiW Elco 1" 1-114" 2701bs N/A 540lbs N/A 1351bs N/A Ibs Ultacon 2-1 /2" 1-1/4" 280 ibs 3801bs 5601bs N/A 140lbs 1901bs Hollow CMU 114" Elco Ultacon 1" 2-1/2' 1-1/4" 1-1/4" 354 lbs 7401bs N/A N/A N/A 760lbs WA N/A 177 lbs 370lbs NIA NIA Ile SS rice AggaGator 2" 7-1/4" 3741bs N/A 7481hs NIA 187 Ids NIA 5/16' Elco Ult2con 3-1/8" 1-114" 6641bs N/A BBO ibs NIA 3321hs N/A Filled CIVIL] 114" SS Elco AggreGator 2" 2"1-318" 946Ihs N/A 189216s N/A 4731bs N/A PT #10 Steel Screw (G5) 0.46" 341 gas fi82 Ibs G821bs N/A 1701bs 341 IDS Wood #12 Steel Scaw (G5) 0,54" 4421bs 885IDs 685Ibs N/A 221 tbs 442 kbs Metat #12 Steel Screw (G5) 0.324" series 5601bs 1120 Ibs 11201os 715 lbs 2801hs 5601ps ^""' CLIP NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR Flrl Ip2F 1� FIGURE Z: FIGURE 3: ANGLE CLIP MUST CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: AS THE STANDA _YdrYif:t>iF TY ADJUSTMENT FORMULA: ANCHOR CAP,,.,�s (DPE,) X ( ) =ANCHOR CAR,"a MULLION CAP. �„oM,,,,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 6063T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST ,125" THICKAND 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, 125" 1" X 2" X .125" MULLION >M b OV 1 2U U2 ^� O� at o h PRODUCT REVISED as complying with the Florida Building Code NOA 17-0630^01 Expiration Date 05/26/2021 Miami-D� Product Control �`��`ao�1Y LYI�/yj� �•� .: No. 58705 STATE F.' (rA�: i�27 !®NAL EN\ ` A. LXNIdIN1111111 , P,E, FL P,E.# 58705 Y TABLE 2A Mullion Capacity Table Ibslftz 1 x 2 x .375 Alum. Tube Mullion 50 in T kYTnang. Loading a u �a a Rectangular Loading F a 60 �' a ua a= in Tmp'idang. Loading a a v o& �' o. e is Rectangular Loading x 10 3 70 r a �o r Opening in Trap'Triang. Loading r a o� Width a S.a iv t (for Rectangular Loading p a n vertically-sparn 80 a a� ram& 6¢ in TraplTriang. Loading z' a rig a a_a �9�a _°_�_ mullions) Rectangular Loading r6706 or 90 a Opening in TraplTdang. Loading a a Height g �a t'- (for Rectangular Loading a m �° c honzontaily-spanning 100 a �ao t 662 507 456 400 324 294 268 225 202 192 in TraWTdang. Loading _ a 168.9 99.0 800 62.3 42.0 35.2 29.8 22.7 18.4 16.8 a� z 517 396 356 314 255 232 212 180 163 155 mullions) Rectangular Loading a &@ 75.7 fi0.7 432 35.6 26.0 224 19.5 15.0 128 11.8 120 a '� 662 507 456 400 324 294 268 225 292 192 in 7rapTl-riang. Loading a 168.9 99.0 80.0 61.6 40.5 33.5 28.0 20.3 16.79 15.21 a� �'Q 51764.9 396 Rectangular Loading a 43.4 t6. 140 a� oek''o U'QR 662 507 456 400 324 294 268 225 202 192 in Trap/Triang. Loading a 168.9 99.0 80,0 61.8 40.5 33.4 27.7 19.6 169 14.4 a 517 396 356 313 253 230 209 176 1589.6 150 Rectangular Loading o- c 56.7 38.0 32,4 26.7 19.5 16.8 14.6 11.3 8.9 160 4�42 6fi2168.9 507 456 400 324 294 268 225 202 182 In TraplRiang. Loading 99.0 80.0 61.8 40.5 33.4 27.7 9.676 15.8 14.2 517 396 356 313 253 230 209 176 158 150 Rectangular Loading 4 a �a a b C e in 170.0 620 170.0 1360 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 10t.4 86.9 71.2 51.9 44.8 39,0 30.0 25.5 23.6 662 507 456 400 324 294 268 225 202 192 170.0 119.2 99.9 80.9 575 49.2 424 32.2 27.2 25,1 478 470 371 328 270 246 225 191 173 165 729.7 86.9 74.1 S1A 44.5 38.4 33.4 25.7 21.9 20.2 662 507 456 400 324 294 268 225 202 193 170.0 106.7 90.5 72.7 51.2 43.6 37.5 28A 23.9 22.0 506 -003 364 322 264 241 221 lea 170 162 113.5 76.0 64.8 53.4 38.9 33.6 29.2 22.5 19.2 17] 662 5071026 456 400 324 294 268 225 202 782 169.5 84.6 67.3 46.9 39.8 34.1 25.6 215 19.7159 518 399 350 318 260 237 218 185 167 5T6 47.5 34.6 29,9 26.0 20.0 17.0 15.7 662 507 456 400 324 294 268 225 202 192 168.9 99.6 '81,3 64.0 43.9 37.1 31.6 23.5 19.7 18.1 St7 397 357 315 257 234 215 182 1fi5 157 90.8 60.8 51.8 42.7 31.1 26.9 23.4 18.0 15,3 14.2 48in 171.fi 507 50.625 in 703.7 456 400 541n 85.4 60 in 623 53.8 46.8 324 294 268 S3 Jr. 66 in 72 in in 36.0 30.6 225 202 192 78 in 28.3 144 19.0 128 15A 144 16.7 726 90 in 18.5 127 15.6 113 96 in 152 TABLE 2B Substrate: Anehor7ype: Anchor Clip Patterns Edge Distance (my Embedment (ink 2 Anchors (a7 4.75" Min. O.C. / SlandaM or Onset Clip (Fig. 1k 4 AnchaM g 1.15" Min O.C. /Standard (or Offset) Clip {Fig.2)r 4 Anchors Qe 3"Min. O.C. / (2) 2z5 Angle Clips / (Fig. 3)_ 2 Anchors @ 0.45" Min. O.C. I U-Clip, into .125" Alum. (Fig. 4k i Anchor/FClip (Fg. 5): 2 Anchors 1.75"Min. D.C./ F-Clip (Fig. 6): NOTE 2.7k Concrete 3/16" Elco Uitrecon 1" 2-1/2" 7-3/4" 1-3/4" 390 be 390 In 460 Ibs 700 Ibs 780 Ibs 78D Ibs N/A N/A 195 Ills 1951bs 240 Its 350 Ibs Anchor 174" Elco Ultnecon 1° 2-11T 4-3/4" 1-3/4" 450 Ibs kkkkkkka90 Ibs N/A N/A 680 tic 1560 IN NIA N/A 2251ps 445 lbs N/A N/A Ca ac- 3.5k Conc. 5/1fi" Elco /18" Elco 3-1/8" Z" 1644 Ibs NIA 1896 its N7A 822 Ibs N/A Table Ibs 3(16" Elco Utt racon 1" 2-it2" 1-1 /4" 1-ll4" 2701hs 2801hs N/A 38111bs 540 Ibs 5001h5 N/A N/A 7357bs 14016s N/A 190 10.s P Hollow CMU 1/4" Etco Ult2con 1" 2-1/2" i-114" 1-1/4" 354 Ibs 740 Ibs N/A N/A N/A 760 lbs NIA N/A 1771bs 3701bs NIA NIA 114" SS Elco AggreGator 2" 1-1/4" 374 Ibs N/A 7481bs N/A 187 Ibs N/A Filled CMU 5116" Elco 114" SS Elco Ultracm AggreGator 3-1/8" 2" 1-1/4" 2" 6641bs 946Ibs NIA N/A 88016s 78921bs NIA N/A 3321bs 4731bs WA N/A PT #10 Steal Screw (G5) 0.48" i-3/8" 341 Ibs 6821bs 682 Ibis N/A 77016s 341 Ibs Wootl #12 Steel Screw tG5) 0.54" 1-378" 4421bs 885Ibs e851hs Metal #12 Steel Screw (G5) 0.324" 'tries 5601bs 112016s 11201bs N/A 221 Ibs 442 !bs 7151bs 280Ibs 56016s : FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT DP ) X (ANCHOR CAP.F,�,,.a""_�=ANCHQR CAP. per, \MULLION CAP. F"OD,T"a,F USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPEMNG, 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 TQ QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. z� ® o� b Ury O� o o v OWz oZ K Z Q N J w J K � W O m O (O r z Z w � � J N Q o F z C~0 F n (n o W w � © U a � O U m PRODUCT REVISED as complying with 4he Florida Building Code NOA 17-0630.01 Expiration Date BY s` FIGURE 1: FIGURE 2: TABLE NOTES: ® 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFgRMATION ON LOADING. -01 1.000" - ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 1111 I I I! I/ 7/ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000" ® ® 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. `� @�'�., ••'LICENSF'•.:(�� �' ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L .375"kk _ No.58705 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606&T5 AND BE A MINIMUM OF .125" V X 2" X.375" MULLION /"`•� THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT ;-T1 :(�•(„ ' LEAST TER 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 'ONAL 1'�: kkk \�N A. LYNN MILLER, P.E, FL P.E.# 58705 TABLE 3A - Mullion Capacity Table (ibslFtz) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) t x 2.75 X .375 Alum. 50 in 60 in c - QK 478 584 633 691 $11 557 511 434 392 373 285 252 Rectangular Loading " _ �'-� i7D.0 f70.0 967,8 138.2 700.8 87.0 75.7 58.3 49,6 458 29.9 24.6 70 Q 866 992 1032 907 735 666 607 510 458 435 327 287 in Trep/Mang. Loading a o C i� 17e0 170,0 970.0 164.7 116.0 96.9 85.0 64.3 54.1 49.6 318 260 U c Q K jOfi 630 684 730 599 547 501 426 385 366 280 248 Rectangular Loading _ U g a 170.0 170.0 145.8 120.9 88.2 76.2 662 51.0 43A 40.1 26.1 21.5 BD w U v v <K 992 1133 7032 907 735 66fi 607 510 458 435 327 287 in TraplTriang, Loading m U 170.0 170.0 170.0 152.5 106.2 90-1 77.1 57.9 48.6 44.7 2&.3 23.1 m (Jv r 'P 519 661 723 720 590 538 493 419 378 360 275 244 Rectangular Loading A c qQ 170.0 151.8 130.5 107.5 78.4 67.7 58,9 45.4 38.6 35.7 23.2 19.1 901n Uv 1116 1139 1032 907 735 666 607 510 458 43S 327 287 Trap/Triang. Loading n" U o 170,0 170.0 179.0 145.0 99.5 83.9 71.5 53.3 44.6 40,9 25.7 2D.9 U v o 521 677 7d7 714 583 531 486 413 373 355 271 240 Rectangular Loading U 170,0 136.61f39 117.4 96.8 70.5 60.9 53,0 40.8 34.7 32.1 20.9 17.2 100 Uv 1240 1032 907 735 666 607 510 458 435 327 287 in Trap/Trlang. Loading o U ., ° N 17D,0 170.0 170.0 141.1 95A 79.8 67.8 50.0 41.6 3&.1 23.7 19.3 na U .cyc 521 680 756 710 578 526 481 408 368 351 258 237 Rectangular Loading o V 148.7 113.9 97.9 80.6 58.8 50.8 44.2 34A 289 26.8 17.4 14.4 120 n v 1301 9139 1032 907 735 666 607 510 458 435 327 2A7 in TraplT1110.1angultangular Loadading n .�2 170.0 770.9 170.0 140.0 91.8 75.8 63.4 45.9 37.7 34.4 21.0 16-9 756 709 574 521 476 402 362 344 2S2 23? 83.9 69.1 50A 43.5 37.9 29.2 24.8 22.9 14.9 140 a_ U-o s GZI 1301 1139 1032 907 735 666 607 510 458 435 327 in TraplTriang. Loading E ^V_ = w 170.0 170.0 170.0 140,0 91.8 75.6 62.7 44.4 35.0 32.6 19.3 .-.Tube_ ng �o 6 521 680 756 709 574 521 474 399 359 341 258 Rectangular Loading > c �c 111b 85.4 73.4 60.6 44A 38.1 33.1 25.5 21.7 20.1 160 an" 6 1301 1739 1032 907 735 666 607 510 458 435 in Trap/Triang. Loading o �a 170.0 1700 170.0 140.0 91.8 75,6 62.7 44.3 35.7 322 iiMullion o�= CK42 52148 680 756 709 574 521 47 399 356 340 Rectangular Loading Fap/Triang. Loading _ ' o C 17tl.0 17D.0 170.0 170.0 151.5 530.0 112.4 85.8 72.5 67.0 43.1 35.4 ' Q K 435 524 563 612 625 570 522 443 400 381 290 25 Rectangular Loading - c F rs c 170.0 170.0 170A 161.3 117.6 701.6 88.3 fi8,0 57.6 53.5 34,8 228.7 .a '6 =• QK 744 850 898 907 735 666 607 510. 458 435 327 287 TreplTriang. Loading .z, '."mm o C i; 170.0 170A 170.9 170.0 f30B 17f.5 96.7 73.0 61.7 56.& 36A 29.9 a ,`o- 170.E _ a UvNU�UUU - 2 620 L 61 c J 05 in in 170.0 708 747 797 735 666 607 510 458 435 50.6251n 170.0 54 in 170.0 60 in 63 in 141.1 121.9 66 in 72 in 76 in 106.0 81.6 69.4 78 in 64.2 90 in 41.8 327 267 90 in 34.4 227 24.7 205 20.2 227 20.8 201 17,3 227 18.0 198 15,1 227 1&0 195 108 in 242 22.7 194 15,6 215 19.1 191 15.9 215 i66 188 111 in 22.3 215 17.9 167An 120 in ITS 184 TABLE 3B Substrate: Anchor Type: Anchor Clip Patterns Edge Distance (in): Embedment (inj: 2 Anchors @ 4.75"Min. O.C. /Standard or Offset Clip (Fig. 1j: 4 Anchors @ 1.15" Min. O.C. /Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. ((2) 2z5 Angle Clips / (Fig. 3): 2 Anchors @ 0.45" Min- O.C. / ULlip, into .125"Alum. (Fig. 4): 1 Anchar / F Clip (Fig. 5): 2Anchom @ 1.15" Min. O.C./ Flip (Flg. 6): 2.7k Concrete 3/16" One Ultracon 1" 21/2" 1-3/4" i-3/4" 3901bs 390 Its 49016s 7001bs 780 Ibs 780 IDS N/A NIA 195 IDS 195 IDS 240 Ibs 3501bs Anchor 1/4" Elco Ultracon i" 2-112" 1-3l4" 1-314" 4501bs 890 Its N/A N/A 6801bs 1560 IDS N!A N/A 2251Its 445 Ibs N/A N/A Ca aci 3.5k Cana. 5/t6" Elco Ultracon 3-1/8" 2" 1544Ibs N/A 1896 IDS N/A 822 IDS WA Table Ebs 3116" Elco Ultracon 1" 2-1/2" 1-1)4" t-1/4" 270 IDS 2BO IDS NIA 3801bs 540 IDS 5&O lbs N/A NIA 135 Ibs 1401be N/A 190 IDS Hollow CMU 1/4" Elea Ultracon 1" 2-1/2" 1-1/4" 1-1/4" 354 Ibs 740 lbs N/A N/A N/A 760 Ibs N/A N/A 177 IDS 370.ibs N/A N/A 1/4" SS Eica Agg2Gator 2" 1-1W 374 IDS N/A 748 Ibs N/A 787 16s N/A 5116" Eloo Ultracon 3-778" 1-1/4" 66416s NIA 880 Ibs NIA 332Its N/A Filled CMU PT 1/4" SS Flea #10 Steel AggreGator Screw (G5) 2" 0.48" 2" 14/8" 945Its 341 Ibs NIA 6821bs 189? IDS 682 IDS NIA N/A 473 IDS 170 Ibs N/A 341 Ibs Wood #i2 Steel Screw (G5) 0.54" 1-3/8" 4421bs 8851bs 805 IDS N/A 221 Ibs 44216s Metal #12 Steel Screw (35) 03240 lanes 560 IDS 17201bs 11201bs 715 Its 280 Ibs 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGHUK I'AI I tt<ry Hlvu Hrvi.nvn Vn�Vr_�.,.,-I I I� � �"-n-• ��31 - r��CIRCLED VALUES AKL USCU IN I rlt tivuvrrLc Ury ancci 44. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TMENT FORMULA; ANCHOR CAP.F"""rem (DPI) X ( ) =ANCHOR CAP."",, MULLION CAP,Fao,,,,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 (CIVIL) SHALL CONFORM TO ASTM C-90, WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK 118 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. 2.750" 375" .375" MULLION o� T Wz 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami -Da roduct Control tl llfll/ Q-,•' of No.58705 !l :. fi �'•:c�ORIDA.. •'G\��� A, LYNN M,I LER, P.E. FL P.E.# 58705 TABLE 4A L Mullion Capacity Table (lbs1R2) 1 x 2,75 X .660 Alum.Tube 50 ff .� 62f1 708 747 797 885 830 757 636 571 542 497 358 in Trap'Tdang. Loadng a 9 o =� 97D.0 170.0 170.0 170,0 170.0 16t.9 140,0 106.8 90.4 63.4 53.7 44.1 a a ao - a`ir 435 524 563 612 701 710 650 552 498 474 361 320 Rectangular Loading a a =c Y70.0 170.0 170.0 17b.0 146.5 1265 110,0 84.8 72.1 66.7 43.4 35.8 60 a -6c a EBc_c ��M 744 850 896 956 915 1 757 836 571 542 407 358 in Trap7Tdang. Loading A' a 170.0 170.0 170.0 170.0 162,3 138.9 119.8 91.0 76.8 70.8 45.4 37.2 n_ as 478 564 631 691 761 694 635 540 488 465 355 314 Rectangular Loading _ ro a 170.0 170.0 170.0 170.9 125.5 108.5 94.3 72,7 6t. 57.1 372 30.7 70 �' M 868 992 1046 1116 915 B30 757 636 571 542 407 358 Opening in i70.D 170,0 170,0 t70.0 144,5 1232 105.9 80.1 67.4 62.1 39.8 32.4 Width jTraP/Tflang,Rectangular 506 630 684 75d 746 681 624 530 479 45fi 349 309 (for Loading ;� A a -� �� 170,0 170.0 170,0 150.7 109,9 91 1 83.6 54A 50.0 32.5 2e,8 vertically-spanrgl 80 a a a ¢`rr 992 1133 1195 1130 915 830 757 63B 571 542 40735.3 358 in Trap/Tdang, Loading _� M� 170.0 170.0 170.0 170.0 132.3 112.2 91 72.2 80.0 55.7 28.8 nAA ¢¢ 519 661 723 803 735 670 614 SZS 471 449 343 304 mullions) Rectangular Loading a �. o _a_ �� 171 170.0 162.6 133.9 97.6 84.4 734 55,5 48.0 44.4 28.9 23.8 or6poning 90 a �� ab �¢ 1116 1275 1266 1730 915 830 757 636 571 542 407 356 in Trapffir Loading a a a �' 170.0 170.0 170.0 470.0 123.9 104-6 B9.1 66.5 55.5 Sf.O 32,1 26.1 Height . r a� av �� ¢`rr 521 677 747 837 726 662 806 514 464 442 338 300 (for Rectangular Loading r a a - �� 170.0 170.0 14613 120.E 87.9 75.9 68,0 50.9 43.2 40.0 26.0 21.5 hod zorltally-spanrlirg 100 a a� oo s'� ¢a 1240 1417 1286 1130 915 830 757 636 571 542 407 358 in Tr4prTdang. Lading � a u" _c �Q¢�� �a 170.0 170.0 170,0 170.0 118.5 99,4 84.2 62.3 51.8 47.5 29.5 240 a aB - cio c� ¢`rr 521 680 756 B56 720 656 600 508 459 437 334 296 minions) Rectangular Loading a _c �'-� 171 141.7 121.9 t0b,5 73.2 63.3 55.0 42.4 36.0 33.3 21,7 17.9 120 L mg =� a`rr 1488 1417 1286 1130 9i5 830 757 636 571 542 407 358 in Trap/7dang. Loading a n .c°- �� 170.0 170,0 170,0 170.0 i14.4 94.5 78.0 57.2 47.0 42.8 26.1 21.0 x a� � o_2 air 521 880 756 B6t 745 649 593 500 451 429 327 289 Rectangular Loading Z a �� 158.7 121.5 104.5 88.1 62.8 54.2 47.2 36.3 3D,9 28.6 18.6 15.3 140 .6 a� aaa ¢`� 1620 1417 1286 it3D 975 830 757 636 571 542 407 358 in Tmp/Tdang. Loading 15 a 170.D 170.0 170,0 170.0 114.4 78.2 94.1F447 55.3 44.8 §0.6 241 192 a a2aMullion a`tr 521 680 756 8fit 715 284 Rectangular Loading �• �a 138.8 106.3 91.4F1211386 75.3 54.9 47.4 41.3 31.8 27.D 25.0 16.3 160 0 a`rx 1620 1417 Bab 757 636 571 407 Z901n in Loading 7rap/Tdartg.Loading a- 170.0 170.0 170.0 170.0 114,4 B4.1 78.2 55.2 44.5 230 o 521 680 756 861 715 648 591 497 446 319 Rectangular � a 170.0 170.0 170.0 170.0 170.0 151,8 132.1 101.7 86.5 80.0 52.1 42.9 t a c IS 4Z in 48 in 50.625 in S4 in 60 in 63 in 86 in 72 in 76 in 78In 96 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5A229 22.5 247 18,8 263 19.9 244 16.7 283 18,0 240 15,1 283 16.5 237 108 in ill in 27,8 267 2813 242 23L 267 23.8 238 19.820,6 235 17.3 267 18.3 231 15.4 267 76.5 228 120 in 22 D 229 22.3 209 18.3 229 18.8 205 15.716.2 202 TABLE 4B Substrate: Anchor Type: Anchoi Patterns Edge Distance M): Embedment (in): 2 Anchors 4.75"Min. O.C. / Standard or offsetClip (Fi8- 1): 4 Anehors @ 1,15" Min. O.C. /Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. / (2) 2z5 Angle Clips / trig. 3): 2 Anchors 0.45" Min. O.C. / U-Clip, info .125"Alum. (Fig. 4}: 1 Anchor l F-Clip (Fig. a): 2 Anchors @ 1.15, Min. O.C.I r-Cllp trig. 6): 23k 3/i6" Eico Uliracon 1" 2-1/2" 1-3l4" t-3/4" 3901bs 3901bs 480lbs 7001bs 7801bs 7H0Ibs NIA NfA 195 ibs 1951hs 2401bs - 3501hs Coni 14' Elco f" 1-3/4" 4501bs N/A 68016s N/A 225Ibs NIA Anchor Uitraeon 2-1/2" 1-3/4" &9015s N/A /560 Ihs N!A 445 Ibs N/A Ca aci 3.5k Cone 5/i6" Eko Ultracon 3-118" 2" 16441bs MIA iH961bs WA 822Ibs WA Table bs 3116' Elmo Ntracon 7" 2-1/2" 1-1/4" 1-114" 27011 28011 NIA 3801bs 540 Ibs 56016s N/A NIA 135 Fos 140 lbs N/A 1991bs Hollow CMU 1/4" Elco Ultrdcon 1" 2-112" t 1/4" 1-1/4" 354lbs 740lbs N/A NIA N/A 7601bs N!A N!A 177 Ibs 370 Ihs N!AN/A 1/4"SS Eico AggreGator 2" LAW' 3741bs NIA 74B Ibs WA 187lbs 5116" 1 ultracon 3-1/8" 1-114" 6641bs N!A 8801bs N/A 332 Ibs Filled CMU 114" SS Elco AggreGator 2" 2" 946;bs WA 16921hs N/A 4731bs N/A PT 910 Steel Screw (G5) 0.48" 1-3/8' 341 Ibs 6621hs 6821bs N/A 3 1 Ibs 341 Ibs Wood #12 Steel Screw (G5) 0.54" 1-3/8" 4421bs 6851b 885 as N 442221 1bs 4421bs Metal #12 Steel Smcw (G5) 0.324" venes S601bs 17201bs 11201bs 7151bs 280lbs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI I tKN Alva ANGt1Vrc FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: rF�IGURE 5: FIGURE 6: ® LL�J ''``' ' ^� �'^""'^"" ""' ' �✓ CIRCLED VALUES ARE USED IN 1 HE txAMt'Ln �Iv annc I cv. ANCHOR CAPACITY ADJUSTMENT FORMULA: {DP„,a) X � ANCHOR CAR �a,,,,,a,�\ _ANCHOR CAR �_ MULLION CAP. �oM,.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 WFORMATION 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. HOLE$ 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. .650" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-tvo. 17-0630m0l Expiration Date 05/26/2021 L:�7 t1111111/ \\v�aoNC LriVI� y,'!� ' LIGENSF'•✓/������' No. 58705 w1 na `s �i ��''•Fy ORiDP.•''G\�� A. LYPiN MILLER, P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table IbsHt2) _ TABLE V x 3.125" X .600" Alum Tube Mult 50 in Rectangular Loading ir oo2a o c -� 170.0 170.0 170.0 170.0 170.0 159.8 139.0 107.0 91.0 84.2 54.8 45.2 317 29.2 23-1 eD D ¢ 744 850 No 956 1063 1049 -955 1103 721 684 514 452 357 338 289 in TraplTdang. Loading L' 170.0 170.0 170.0 170.0 17040 170.0 151.3 114.9 87 0 89.4 57,3 47,0 32.7 30.1 23.7 A a� 475 584 631 691 797 850 804 682 616 587 448 396 317 301 259 Rectangular Loading 2r a u _e= �� 170.0 170g 170,0 170.0 158.5 137.0 U9A 91,8 78.0 72.2 47.0 38.7 27.2 25.0 19.8 70 a ic ¢`z 868 992 1046 1116 1156 1049 955 ago 721 684 514 452 357 338 289 Opening in TraplTdang, Loading D o. k 170.0 1700 170.0 170.0 170.0 155.5 133.7 101.1 85.1 78.4 50a 49.9 28.4 26.1 20.5 Width 2' a -c 506 630 684 754 878 860 788 670 605 576 440 390 312 286 216 (for Rectangular Loading L' �. �aa`� 170.0 170.0 170.0 170.0 138.7 119,8 104.2 80.3 68.3 63.1 41.1 33.9 23.8 21.9 17.3 vertically-spanrling 80 zr - 992 1133 1195 1275 1156 1049 955 803 721 664 514 452 357 338 289 in Trap/Tdang. Loading a 170,0 170,0 1700 170.0 187,0 141,7 121.4 91.2 76.5 70.4 44.6 36,4 25.2 23.1 18A >=' o-A civ o 519 661 723 803 028 B46 775 659 505 567 433 384 308 292 252 munions) Rectangular Loading L' a ci o ��.¢a42 Vito 170.0 170.0 166,1 123.3 106.5 92.6 71.4 60.7 56.1 36.5 30,1 21.1 19.5 15.4 or 90 c$ r 1116 1275 1345 1401 1156 1D49 955 803 721 684 514 452 357 338 289 Opening in TraplTriang, Loading D a o c 170.0 170.0 170,0 170.0 156.5 1320 112.8 83.9 70-1 64.4 40.5 32.9 22.7 20A 16.3 Height c-k- t 521 67T 747 837 917 836 765 649 686 558 427 378 303 258 249 (for Rectangular Loading a o y 170.0 170.0 170.0 149,5 111.0 95.9 83.4 64.2 54.6 50.5 32.8 27,1 18.0 ITS 13.9 tlodzontally-spennng 100 a9.R a_ 12d0 1417 1494 1401 4156 1049 955 803 721 684 514 452 357 338 289 inrRn,gu Trap/Tdang. Loading 170.E 170.0 170.1 170.0 149,7 II5.5 106.4 78.6 654 59a 37.3 30.3 20.6 19.0 14.9 521 680 756 856 910 828 757 642 579 551 421 373 299 284 246 millions) 170.0 15T7 141.7 124.E 92.5 79.9 69.5 53.5 48.5 42.1 27.4 22.6 15.9 14.6 11.6 1488 1577 7495 1401 1158 4049 955 803 721 684 514 452 357 338 289 0 in Trap7Tdang, Loading _ wsQy 170.0 170.0 170.0 170.0 144.5 719.3 98,8 72.2 59.4 54.1 33.0 26.6 18.0 16.5 12.8 521 580 756 861 903 820 749 632 569 541 412 365 293 278 24C Rectangular Loading [170.g . 121.5 106.8 79.3 68.5 59.6 45.9 39.0 36,1 235 19.4 13,6 12.5 9.9 140 f735 1577 1495 1401 i15fi 1049 955 803 721 684 514 452 357 338 289 in Trap(Triang. Loading 170.0 170.0 170.0 170,0 144.5 148.9 88.7 69.8 56.8 51.3 30.4 24.2 i8,2 14.8 11A Crarc 521 880 756 861 803 819 746 628 564 536 406 359 287 273 236 Rectangular Loading 154,4 718.2 [40.1 34.1 31.6 20.8 16.9 11.9 11,0 8.7 160 MaMcia io- 1802 1577 1495 1401 t156 1049 955 803 721 684 5f4 452 357 338 289 in Trapti-rang. Loading 770.0 170.0 170.0 170.0 144b 718,9 98.7 89.7 56,1 29.0 22.8 15,0 13.6 10.4 521 680 756 861 803 819 4fi 583 403 355 283 269 232 Rectangular Loading � na 170.0 170.0 170.0 1700 170.0 170.0 166.8 126.5 109.2 101.0 65.8 54.2 38.1 35.1 27.7 620 708 747 797 885 930 955 803 721 664 514 452 357 338 289 Trp/Tdang. Loading L' a c5tP 1700 170.0 170.0 170.0 170.0 170.0 170,0 134.9 114.1 105.4 67.9 55.7 38.9 35,8 28.2 zr a 435 524 563 612 701 745 789 697 629 599 456 404 322 306 263 t im c j in 48 in 50.625 in 54 in 60 in 63 in 56 in 72 in 76 in 78 in g0 in 96 in 1081n 111 in 120 in SB Substrate: Anchor Type AnchorClip Patterns Edge Distamepn). Embedment tin: 2.7k Ccmmie 3116' EICD Uttr�.a1 7" 2-1/2' 13!4° 1314" 390 Ibs 390 1Ds 4801bs 7001m 7801bs 7801Ds NA N/A t95165 1�IDs 240 Ibs 3501bs AnchorCapaclry im"Ec o UlEracbn 1" 2-117 13!4" 1.14" 450 Ibs 890 It6 NIA NIA 8801bs 1560165 N/A WA 225 lbs 4451to NIA NIA 3.5k Com. 5'16' Elco Utracon 3-11F 2" 1644lbs NIA 18961bs N/A 82205 MYA Table (tics) &16° Elcc UBracon 1" 2-t/2" t-Va" 1-V4" 0010s 28D Its tJ/A 3'e01bs 5a61Ds 560 Its NIA WA 1351Ds t-001b5 NIA tit Ibs Hal ow CMU V*'Elco Unincon t" 2-t12' 1-1/4" 1-119V 354 tics 7401tb NIA NIA N/A 7601b-a N/A tJ/A 4771bs 370Ica NIA WA 1/4" 6S Elce AggreGanr 2` 1-114" 374 lice NIA 7481bs WA 1871bs NIA 5'16' Elcb UltraeW :tlS" 1-1/4" 664 lice NIA 8W I[o N/A 332 Its NIA Filled CP1U V4" SS Elco A feGater 9g 2' 2' 945 IIA WA 18921[s NIA 4731te NIA FT 4`Joai #ID Steei Screw C6) ( 048` 1-3B" 341 Ibs 68Z Ibs 6821bs NIA 1701bs 341 Ins #12 Steel Scrav G5) i 0.54" 1-$W 442lbs 8851bs 8851bs NIA 221 Its 4421Ds MHai 012 Steel Scrcw G t 0,32d" varies 560 lbs 1I201Ds it201bs 1073 Ins 280Ibs :fD Its 2 Anchors @ 4,75' Min, 0.C.1 Standard Or Offset Ciip (Fg. t}: 4 An[nars @ 1.15" Min, O.C. / Standartl @r Ofise4}Clip fig 2} 4AMlm@3"MIn.00./(Z)2N5Angle CIIpS!(Rg3)' 3 Anchors @ 0.45" Min. O,C.I U-Clip, into _125" Alum (Flg. 41 Y Ancnbrl FClip(Fg. 5): 2 Anchors @ 1.16" MIn. O CJ r�"P (Fig 6} ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,a",,,,a�E (DPE,)X ( ) =ANCHOR CAP.pEo. MULLION CAP.,a"",.>a�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 Ln ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGHUK YH I I tKly taw t>.rvi.nun vnw�o ao � � �� � � r,,....,, �.� .��•� - F-1.000"-� FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING - SEE ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3.125" FIGURE 3: 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. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4� FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 1" X 3.125" X.5" MULLION THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT (t 1 VF MULLION) L�J LEAST TE 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. iy o� a u �= O� w 02 T 9 BJ J � r � Q N � N PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05126/2021 0� No.58705 S ATE d \ ANAL EN A. LYNNJWIiILdP.E. FL P.E.# 58705 I HtSLG OH Mullion Capacity Table (Ibsfte) Opening Width (for vertically-spanni rig mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in Ba in 90 in 100 in 120 in 140 in lea in 1 X 4 X Trep/Triang. Loading Rectangular Loading Trap/Tuang. Loading Rectangular Loading Trapf-rdang. Loading Rectangular Loading -rmpfTdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep(fdang, Loading Rectangular Loading TraplTdang, Loadng Rectangular Loading 11 TropJhiang. Load Rectangular Loading 7rap/Tdang. Loading Rectangular Loading .125 AIuRL Tube Mullion QL i c 0 r Q K i c 3 ¢ ci c�i n oo eu cfic ttic a e =u c i 6 K i c ut R ci �<gi g c Q K ¢ c Q fC i s Q K i s ¢ K c 6 Rom' Oil Q K .2 c Q K h c Q (C a a Q K `P w ;s c ee q o �a � Lc�a -� 620 170,0 435 170,0 744 770.0 478 170.0 868 170.0 506 170,0 992 170,0 519 1700 1116 1700 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1488 170.0 521 127.6 1489 170,0 521 42 in 170.0 48 in 170,0 708 170.0 524 17D.D 850 170,0 584 170.0 992 170,0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156,3 1303 -170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 686 97.7 1303 770.0 680 50.625 in 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1046 170.0 684 170,0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100,4 1235 170.0 756 87.6 1235 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 115H 170.0 803 1372 1158 170.D 837 123.6 1158 170.0 856 102.9 1158 170.6 861 88.2 1158 170.0 867 77.2 1758 170.0 861 60 in 170.0 885 170.0 701 166.7 1"2 170.0 797 142.9 1042 761.1 832 1042 146.7 B15 1112 ID42 136,8 801 1G0.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 625 1042 125.1 782 631n 170.0 930 170,0 745 1512 992 163.E 818 129.6 992 144.4 799 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 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.E 947 148,0 766 116.1 947 130.3 768 r72,2 947 117.7 752 91.9 947 108.7 738 82.7 947 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 97.0 849 106.9 708 849 96A 896 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 80.9 72.4 651 J 761n 115.5 762 120.7 665 96.3 762 1026 652 82.5 762 90.0 640 762 80,9 629 64.2 762 74.2 620 57.8 762 69.2 613 4B.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 695 _ 78 in 106.9 724 111.4 634 89.0 724 94,6 621 76,3 724 82.9 609 66.8 724 74A 599 59A 724 6&1 591 53.4 724 63.4 583 44.5 724 57,3 573 38.2 724 54.3 567 33.4 724 53.5 565 90 in 69.6 543 71,8 433 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34,8 543 39,5 446 29.0 543 1 34.9 F436 24.8 543 32.1 430 21.7 543 30.7 426 96 in 57.3 478 58.9 427 4T8 476 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 287 478 32.0 1 395 23.9 478 28.1 388 20.5 478 25.6 380 17-9 478 24.2 376 108 in 40.3 377 41,1 341 33.5 377 34.6 335 26.8 377 30.0 330 252 377 26.6 325 22.4 377 24.0 321 20.7 377 22.0 377 16.8 377 19.0 310 14.4 377 17.1 304 Ill in 37.1 357 37,8 323 30.9 357 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 17A 294 120 in 293 306 29.8 279 24.5 30fi 25,1 274 210 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 212 17.2 196 1 iitf LC Ot5 Anchor Ca aci Table Ibs Substrate: 2,7k Concrete 3.5k Conc. - Nall ow CMU CMU PT Wood Metal 5/16' Elco it4" SS Elco 5116" Elco A"aS tt4" 9S Elco 410 Steel #12 Steel '#t2 Staek Anchor Type: 3/16" E100 Ultocan 174" Elco Uitracon 3116" Elco Ultracon 114" Elao I -Macon AggreGator Ulhacon AggreGator Screw (G5) Screw (G5) Screw(GS) AnCher Cllp Patterns Ultrecon 1" 2-i/2" 1" 2-172" 2" 3-118' 2" 0.48" 0.54" 0,32V' Edge Distance gn): t" 2-112" 1" 2-iT 3-t/6° Embedment iln): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 14/4" 1-it4" 1-i/4" 1-1l4" 2" 1-3/8" 13/e" lanes O.C. / Standard or Offset Clip (Fig. 1&21: 390 IDS 3901bs 4501bs 890 Ibs 1644 bs 27G IDS 280166 354 lbs 740 Ibs 374 15s 66416s 9461bs 341 Ibs 4421bs 5601ns 2 Anchors @ 4.75" Min, Clip 3): 700 ins 700lbs 580 Ibs 1410 Ibs 952 lbs NIA 56G The N/A 630 lbs N/A 080IDS NIA 682 lbs B85 be 1120 Ibs 4 Anchors @ 125' Min. O.C. / Standard (or Offset) (Fig. 8 Anchors @ 1.15' Mtn, O.C. / Standard (or Offset) Clip (Fig. 4): 8601bs 1400 Ibs N/A N/A NIA N/A 76G Ibs NIA N/A N/A NIA N!A 13631bs 1774lbs 2240 Ibs 4Anchors @ 3" Min. O.C. / (2) 2X5 Angle Clips / (Fb. 5): 7801bs 7B0Ibs 680 IDS 1550 lbs 189616s 540 IDS 560lbs NIA 760 lbs 74815s 8801bs t8921bs 682 ibs 8851bs 11201)a 6 Anchors @ 3" Min. O.C. / (2) 2X5 Ane1e Clips I (Fig. 6): 1170lbs 1170 lbs 1020 Ibs 234Nbs 284416s 810 Ibs 840lbs NIA 1140 IDS 1122 lbs 1320 Ibs 2838 lbs 1G22lbs 1327 Ibs 1680 IDS 4 Anchors @ 0,45" Min. O.C. / U-Clip, into ,125" Alum. (Z 7): NIA WA N/A N/A N/A NfA N/A NIA N/A N/A N/A N/A N/A N/A 14301bs 2 Anchors @ 2 25" Mln. O.C.! FCIup (Fig. 8): 3501bs 3501bs 290 IDS 7051bs 476 Ibs NIA 280 Ibs N/A 3t51bs N/A 4401bs WA 341 Ibs 4421bs 550 IDS 4Anchors @ 1.15" Min. O.C.! Fain (Fig. 9): 4801bs 7001bs WA NIA N/A NIA 3801bs WA WA NIA N/A N/A 682 Ihs 8851Ls 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X (ANCHOR CAP.,„o,,,,��) _ANCHOR CAP.gEa. \MULLION CAR"„o„ra,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, w xi Q =U U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration BY /c TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE • • • • • • ® • • • e • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - ` LYNAI 7777i 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. a®'• • �s • • • • • • 0 000" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 4.No. 58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW = FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ • _ • _ " ^^�� ( • • • • 4} SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -PILLED �> "` CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW .125" : ®,p•. SATE OF !yj • ® • • SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL �S'•.;cCOR1D?.•-'�\�: STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST,125" THICK /S/®NAL �C� ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 1"X 4" X .125" A. LS'tP4Nl MIL.Uelk, P.E, #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FL P.E.# 58705 Mullion Capacity Table (lbslit) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 inM121in 140 in "Rectangular 160 in t X 4 % .375 Trap/Tsang. Loading Rectangular Loading Trapf"friang. Loading Rectangular Loading TrapRrian9. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Tmp/Triang. Loading Rectangular Loading Trap/Tsang.. LoadingLoading Loading TlapiTsang.[Rect.,ngular Loadingding Trap/Tdang. Loading Rectangular Loading Alum. Tube & „T,. Mullion D ..a - �u A - s ... aR = x Qrc - �� ;= ¢� - 3 �- L, 3a Qa -`'• 3 �� c�a arr F 3 �o 3 v aa 3 �`. ci9 2.Tlc� vo• ¢r 3 =B �'_. ,. 3a moo' Q`te _ �'� 6 mey z�.= e Q`rr� T eyCIL = �v oQ Q� =� �� �Q Q42 620 170.0 435 170.0 744 170.0 478 170o 868 170.0 506 170.0 992 170,0 519 17U,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 521 1983 170.0 521 in 170.0 48 in 170.0 708 170.0 524 170.0 550 17D.D 584 170o 992 170.0 830 170.0 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 2024 170.0 680 50.625 in 170A 747 170.0 563 170.0 896 170.0 631 170.0 1046 17OX 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 756 170,0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170,D 756 541n 170.0 797 170A 612 170.0 956 170-0 691 170.0 1116 170.0 754 170.D 1275 170.0 803 170,0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.D 861 137.1 1799 170.0 861 120.0 1799 1704 861 601n 170.0 885 170.0 701 170.0 1063 170.tl 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 1704 1063 972 1619 170.0 1063 53in 17fl.0 930 170o 745 170.0 1116 170.0 850 170.0 1302 170.0 940 t70.0 1488 170A 1015 156.7 1542 170A 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 1542 i67.8 1157 tl8.1 1542 i67.9 1157 L 66 in 170.0 974 1713c 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.E 1472 17(to 1086 14Z8 1472 165.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1100 91,8 1472 146.0 1104 80.3 1472 146.0 1104 72 in 170.D 1063 170.0 878 170.0 1275 1T0.0 1009. 150.8 1320 -166.2 1707 132.0 13Z0 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 477.0 1024 75,4 1320 112.6 1013 66.0 1320 712.5 1012 J 761n 170.0 1722 770.0 937 149.6 1184 159A 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1134 107.5 952 74.8 1184 97.6 935 64.7 1184 ll .1 927 56.1 1184 92.3 D25 78 In 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 916 83.0 1124 98.5 906 69.2 1`124 89.0 690 59.3 1124 54,3 881 51.9 1124 83.2 878 90 in 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82A 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 844 61.4 693 45,0 844 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 96 in 89,1 742 91.5 663 74.2 742 77.2 652 63,6 742 67.2 641 65.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 500 31.8 742 39.8 590 27.8 742 3TS 584 108 in 62.6 586 63.9 539 52.1 566 53.8 $21 44.7 Safi 46.6 513 39.1 586 41.4 605 34 8 586 37.3 493 31.3 586 34.2 492 25A 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 466 111 in 57.6 555 Sa 8 503 48.0 555 49.5 495 A1.2 555 42.9 487 36.0 555 38.0 480 32.0 555 34.2� 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 18.0 555 22.4 442 120 in 45.6 475 46,4 433 38.0 475 39.0 426 326 475 33,7 420 28.5 475 29.8 474 25.3 475 26.8 499 228 475 24.5 404 19.0 475 21.1 395 16.3 475 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 I HDLC ! ❑ Anchor Ca aci Table Ibs Substrate: 2.7k Concrete 3.511 Coco. Hollow CMU Filled CMIf PT Woad Metal Anchor Clip Patterns Anchor Type: 3116' Elco Ultracon 114" Elco Wtracon Sltfi" Eli Ultracon 3/16" Elco Ultracon 1/44 Eli Ultracon 1/4" SS Et00 AggreGator 5/16" Eico Uitr-econ 174" SS Eli AggreGatar #40 Steel Screw (GS) #t2 Steel Screw (G5) #1257ee1 Screw (G5) Edge Distance (in): V 2-112" 31/8" 1" 2-1/2" 1" 2-12" 2" 3-i18" 2" 0.48" 0.54" 0.324" Embedment (in7 1-3/4" 1-3/4" I 1-3/4" 1JlA" 2" 1-4/4" 1-174" t-1/0." 1-t!A" 1-1/4" 1-114" 2" 1-3/6" 7-3)6" tries 2 Anchors @ 4.75" Min. O.C. /Standard or Offset Clip (Fig. 1&2): 4 Anchors @ 2.25" Min. O.C. / Standard (or 08set) Clip (Fig. 3y: 8Anchors @ 1.15' Min. O.C. / Standard (or Cleat) Clip (Fig. 4T 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6L 4 A�whors @ 0.45" Min. O.C, / U-Clip, Into.125" Alum. (Flg. 7): 2 Anchors @ 2.25"Min. O,Cl F-Clip (Fig. 8): 4 Anchors @ 1.15" Min. C.C./ FLlip (Fig. ur 3901bs 7001bs 96016s 7801bs t170 Ibs N/A 3501bs 4801hs 3901bs 7001bs 1400lbs 7801bs 1170 Ibs N/A 35011 7091bs 450 Ibs 580 bs N/A 680 Ihs 1020 Ibs N/A 29011 N/A 8901bs 14101bs N!A 1560 Ibs 2340 Ibs NIA 705 Ica N/A 1644lbs 952 Ibs NIA 1896 Ibs 2844 Ibs WA 4761bs N/A 2701bs N/A N/A 540 Ibs 870 Its N/A NIA N!A 2801bs 560 Its 7601bs 5601bs 840lbs N!A 2801bs 38011 354 Ibs N/A N/A N/A N/A N/A N/A NA 740lbs 63011 N/A 7601bs 1140 Its N/A 3151ts N/A 374lbs N/A N/A 748 Ibs 1122 Ina N/A N/A N/A 664 Ibs 580 Ibs NIA 811011 1320 Ills N/A 4401bs N/A 94011 N/A N/A 1892 In 28381bs N/A N/A N/A 347 Its 682 Ihs 1363 its 6821ba 7022 ibs Ni 341111 68216s 4421bs BB5 Ibs 1770lbs 885 Ibs 1327 Ibs N/A 4421hs 8851bs 560 Its 7120 Ibs 2240Ibs 11201bs 168C ibs 143616s 56016s 1120 Ina NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIrnIRFt FIGURE2: FIGURE3: FIGURE4: FIGUREB: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FOR (DFa�) X (ANCHOR CAP.,,�,,,,a,�\ _ANCHOR CAP.,�a, `MULLION CAP.,,RD","",� 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 BY CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 9: 1) SEE SHEET 1 FOR fNSTRUCTIONS 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 DIMENSfONAL 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 W17H AN SG OF 0.55. ALUM€NUM SHALL BE 6063-T5 AND BE A 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. 1.062" �--- 1" "T" -MULLION -'1 too6^ �- 1" MULLION ® SUN O b_ UM Off+ 1 iti •- o Z � X U X PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630°01 Expiration Date 05/26/2021 \�.�`�QNY LYNA� r 7�''•. No. 58705 S ATE Fpt ONA YM M 4LIE P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (lbs/It�) Opening Width (for verdmily-spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 In IL 160 in 1.25" x Rectangular, Loading Trap/Triang. Loading Rectangular Loading Trep/15iang° Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapTiriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangu€ar Loading TraplTriang. Loafingding Trap/Tdang. Loading Rectangular Loading TmplTrieng. Loading Rectangular Loading Traplydang. Loading 3.188" x ,285'Alum Tube Mull .6 a A2 D a l " a sa "2 <rc .i: a .� as ¢� a a �� A ".�". arc 2• �� ¢� �� �= arc z ° x "a arc o. 2• . arc b 3 -� �� 2 a a <� u c a`r°e a _� -� as �a �" u'c�r a`rc a 3 =��Q -��.,c< 2G z^ ¢rc 3 p �a: �- ,' aaaa`Ir LRngular .L• �B a a or-c a l 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 9S2 170.D 519 170.D 111fi 170.0 521 770.9 i240 170,0 52t t70.0 1488 170.0 521 . 1735 17Q.0 521 151.E 1769 770.0 521 42 in 170.0 620 48 in 170.0 708 170,0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170,0 580 154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 680 50,13 in 170-0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.D 1195 170.0 723 170.g 1345 170.0 747 ISTO 1468 170.0 756 139.2 1468 17040 756 1193 1468 170.0 756 104.4 1468 170.0 756 54 in 170.0 797 1T0.0 612 170.0 956 77Q0 691 170.0 ills 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 7376 170.0 856 122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 661 601n 170.0 885 170.D 707 170.0 1063 170.0 797 158.9 1155 170.0 878 139.0 1153 167.4 930 123.E 115E 156.8 919 111.2 1153 150.0 912 92.7 1158 144.8 905 79A 1158 144.8 905 69.5 1158 144.8 905 63 in 170.0 930 170.0 745 160.t 1051 170.0 850 137.2 1051 155.9 862 120.1 1061 142.0 $48 1063 1051 132.3 837 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 in 167.1 957 170.0 789 139.3 957 151.E 805 119.4 957 134.0 790 104.4 957 121.E 777 92.8 957 f12,8 767 83.6 957 165.6 759 69.6 957 10QA 750 59.7 957 98,9 748 52.2 957 98.5 748 72 in 128.7 804 135,2 698 107.3[57,5 .2 684 91.9 804 101.3 671 $0.4 804 91.4 660 71s 804 84.1 650 64.4 804 78,8 643 53.6 804 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 76 in 509.4 722 114.4 630 912 61$ 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 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 84.46 588 723 685 78.5 577 63.3 685 70S 568 56.2 665 64.5 560 50.6 685 60.1 553 42.2 685 54,3 543 36.2 685 51.4 537 31.6 665 W.7 536 90 in 6549 515 68A 457 54.95 449 47A 515 501 441 41.2 515 44.7 434 36.6 515 40.8 428 33.0 515 37.4 422 27.5, 515 33.1 413 23.5 515 305 407 20.6 515 29.1 404 961n 54.3 453 558 404 45.3 397 36e 453 41. 3391 33.9 453 302 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 380 t7.0 453 22.9 356 108 in 38.1 358 39.0 323 31.86 318 27.2 358 28.4 313 23.8 358 212 358 22.7 304 t9.i 358 20.8 300 15.9111 in 35.1 338 35.8 306 2931 301 25.7 338 26.1 297 22A 338 $4385 19.5 338 20.9 289 t7.5 338 79.1 285120 in 27.8 290 28.3 264 2328 260 10.9 290 20.6 25fi 17.4 290 15.4 290 16.4 249 1441n 16.1 201 16.3 18fi ri airir�'_i Anchorl:apadty Table (ibs) Substrate. 27K Concrete 3.5K C0nr. Hdiaar CMU Ftltad CMU FTiJrpd Mdal 516' Sto 114" SS Elco 5'16" EIC0 114"' SS ERo #IO Steet #125teel #12 51�1 Anchor Type 3i6`Elco Uttacrn t74^Eko UttracOn Uliraeon 3/1G E[CcUltes�i 1/4'EI000NW011 Aggresalor Uhlacon AggreGamr Screw(G5) SCrelr(G5) Screx(G5) Anchor Clip Patterns Ed Dststame On}: 1" 24Z 1" 2-v2' 3-10, 1" 2-'Vr' /^ 2-1/2' 2^ 3-118" 2' 040 0.54` 0.32C Emiteanena' In): 13/4" 13r4" 1-541 1-NZVI 2'" " ` t-ti4" 1-H4" 1-114" 1-1/4" 2' 1-3r8"' 1 3(8" varies 390 Ins 39G its 450 Ins 890 Ina 169Ins 2701Ds 2801tn 354 Ins 7401ns $741bs 6641ns 9461bs 311 ibs 442 ins 5601M 2 AncrAls Min Standa?d a Oise[ Clip (Flg. 1)- 4 Archers @ 116" Min. O.C- / S€andard li QTset) Ciip (Fla. 2j: -08D IDS 7W Ins NIA NIA f11A N/A 3801ts N/A WA NIA N/A WA �2Ins 885Its 71201ns 4AncrArs @ 3' Min. O_G_ / (2) 2c5 Angle Clips f (rig 3Y fw IDS 7601ns 6BO Ibs 15fA Ifs 1896IN 54O Ibs 561 IDs NiA 760Ins 74B IDs 8&7Ins f892 Ibs 6821Ds 88v Itx 1120IDs 4 Arc DAr3 ng 0.45" Mln. O.C. / U-Clip, into 125•Alum_ (Fig 4Y NIA WA NIA N/A N/A N/A NIA NIA N/A NIA N/A N/A N/A NIA 44301ns 1 Anc nor/ FClip(Mg 5T 195105 195 Ins 225 Ibs 445 its 82211 1351Ds 140 IDs 1771Ds 370tns 1871Ds 332 IDs 473ins 170 ISS 221 ins 280 Ibs 2 Anchors @ 115' Min. O.C.t FF iip {Flg 6y 240 Ibs 350 Ins NJA N/A NIA N/A 1� IDs Nt N NIA N;A NIA N/A 341 Ins 442 toe 560 Ins NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLOP. FIGURE 1: FIGURE 3: FIGURE 2: ANGLE CLIP MUST ® ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ! ! 4NUHUK UAYA[:11 T (DPI}X � ANCHOR CAP.",o„r�,e� _ANCHOR CAP.,"a_ 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 By 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 FOft 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 PtNE 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 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) ®ode o �2 o= W W 2 C n . Z z J z o Z Z CV Q N Q X z N W vo PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0630.01 F�ipiration Date 05/26/2021 Miamd roduct Control No.58705� ®� SATE 6 4u� �TS/i77NAL00��� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table (Ibslftz} 1.25 z 3.25 x .100 Alum, Tube' Mullion 50 in Rectangular Loading 8 6 A 170.0 170.0 170,0 164.5 119.4 103.1 80,7 68,1 50;7 54,3 35,4 25,4 60 .�' 8� 8�5�Q' $1 g d d 744 850 896 889 746 677 677 518 466 441 332 291 In Trap/Tdang. Loading o 170,0 1T9.0 170,0 1T0.0 132.3 113.2 97.6 74.2 62.6 57.7 37.0 30.3 @X R �[ 478 584 631 691 620 tics 579 440 398 379 289 256 Reston Loading 8 Sc 110.0 167.E 150,7 132.5 102.3 B8A 7fi.s 5B2 50.3 46.6 30.3 25.0 70 or 2.a� yl �r id 868 978 927 889 146 677 fi77 518 465 441 332 291 Opening in Trap'Tdang. Loading 6 170.0 570.0 170,0 153.0 117.E 100A 86,3 fi52 54.9 50.6 32.3 28.-0 Width to Q @ 505 630 684 663 age 555 508 432 390 372 284 252 (for Rectangular Loading F Vot) 146.7 131.9 115.9 89.5 77.3 67.3 51.8 44.1 40.8 2a.5 21.3 vedicalfy-spanning 80 r �{' Q R 992 978 927 B6s 746 677 677 516 465 441 332 291 in TraplTrleng. Loading 1700 1700 166.5 141.8 107.8 91A 78.3 58.8 49.4 45A 28.0 285 tg <d 519 661 708717-2 669 599 546 500 425 384 366 ?80 24fl mullions) Rectangular Loading 170.0 130.4 103.0 79.6 68.7 59.8 46.1 39.2 36.2 23.6 19.4 or 90 4a'd 1116 978 927 869 746 6T7 677 518 465 441 S32 291 Opening in Tmp�Tdang. Lceding 170.0 170,0 159.1 134,0 101,0 05.2 72.6 64.2 45.3 41.6 26.1 21.3 Height 521 677 899 660 592 539 494 419 370 360 ?76 244 (for ftealengular Loading 153.3 1173 1055 92.7 71.6 61.9 53,8 41,4 35,2 32a 21.2 17.5 horizontally-apaMing Ica 1118 978 927 869 746 fi77010 677 51e 465 441 332 291 In Tfaplrneng. Loading 170.0 170.0 156.3 129.8 06.6 68.7 50.7 422 383 24.1 £9.5 521 680 696 654 58759.7 534 4B0 414 374 356 272 241 mullions) Rectangular Loading 127,7 07A 879 773 51.9 4A.8 34.6 29.4 27.2 17.7 14.6 120 ' 1118 442 978 927 869 746 677 677 518 465 441 332 291 in Tmp?dang. Loading 170,0 170,0 156.3 128.8 83.3 77.0 64.4 46.6 38.3 34.8 21.3 17.1 �r 521 680 895 852 be3 52s 493 400 367 340 266 236 Raolanguler Loading 109.5 83.8 76.4 fia.2 51.2 44.2 38.4 29.6 25,2 23.3 15.2 1?.5 140 1118 978 927 869 746 677 617 5t8 965 441 332 291 in Trap/7riang. Loading 170.0 170.0 156.3 128.8 93.3 76.7 63.7 45.0 36.5 33.1 19.6 15.8 521 680 695 fi52 583 528 482 405 86p 34e 262 232 Rectangular Loading 95.8 73.3 65.9 57.9 44.8 38.7 33.6 25.s 22.0 20.4 13.3 16014 1118 978 927 8fi9 746 677 8t7 465 441 332 Trep/Tdang. Loading 1700 170.0 156.3 12fle 93.3 76.7 63.7 36.2 327 187 « 523 680 605 s52 563 529 482 363 345 260 Loadingding 8 75 75 Rectangular1�in7 170.0 170.0 170.0 470.0 143.2 123.7 707.8 82.9 70.5 fi52 -02.4 35.0 �.g�B ¢` 620 70B 747 797 746 677 817 518 465 441 332 291 Tdang, .530 87.1 73.7 68.0 43.8 359 « Qd 435 52-0 563 612 634 579 450 406 387 295 260 G c 0 in 4fl in 50.8251n fib in 601n 63 in 66In 72N 761n 78 in 90 in 86 in 108 in 24.6 230 25.1 208 2ua 230 21.1 205 17.5 230 18.3 201 15A 230 1&2 198 ill in 22.6 218 23.1 197 tag 218 19A 194 16.2 216 16H 191 14.1 218 14.9 IRS 120 in 1 17.9 187 18,2 170 14.3 187 15.3 167 TABLE 9B Substrate: Anchor Type: Anchor Clip Patterns Edge Distance (in): Embetlmenl (in): Z Anchors @ 4.75" Min. O.G.7 Standard or OBsei Clip (Fig. 1}: 4 Anchors @ 1.15" Min. O.C, / Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C.I (2) 2x5 Angle Clips / (Fig. 3): 3Ancbors @ 0.54" Min. O.C, ! U-Clip, Into .100" Alum. (Fig. 4Z 1 Anchor! F-Clip (Fig. 5k 2 Anchors @ 1.15' Min. O.C./ F-Cllp (Eig. 67 2.7k Concrete 3/18" Edo Ultmcon 7" 2-11T 1.314" 1-3/4" 3901bs 300 Ibs 48015s 700 Ida 780 Ibs 780 Ida N/A N/A 1951bs 1951bs 240Ibs 359 Ibs Anchor V4" Eko Ultracon 1" 2A1 2" 1-3l4" 7-314" 450 Ibs 890 lot NIA NIA 6801bs 15601hs NIA NIA 2251bs 445 Ica NtA N/A Capacity 3.5k Conc. 5776" Eico Ullmann 3-118" 2" 16441bs N/A 1896 Ibs N/A 822 Ica N/A Table (Ibs) 3l76" Edo Uilmcon 1" 2A/2" 1-1/4" 1-7/4" 2701bs 2601hs N/A 380Ilia 5A0Ibs 5W Itas NIA NIA 1351bs 14016s N/A 780 Ibs Hollow CMU 7/4" Elco Ullmcon 1" 2-1/2" 1-t/4" 1-t14" M416s 7401bs NIA N/A NIA 7B0 Ihs NIA N/A 177 lbs 3701hs NIA N/A 774" SS Elco AggreGotor 2" 1-1/4" 37A Ihs N/A 7481bs NIA 1871bs N/A 5/46" Elea Ultracon 3-1/8' 1-1/4" fifi4 Ibs WA 880 ilia NIA 3321bs N/A Filled CMU 1/4" SS Elca AggreGalar 2" 2" 9461bs N!A 1892 tbs N/A 4731bs N/A PT #t0 Steel Screw (G5) 0.48" 1-3/8" 341 ibs 682Ith 6821bs NIA 341 the 341 Ihs Waotl 1112 Steel Screw (05) 0.54" 13l8" 4421bs 88516s 8851bs N/A 221 Ibs 44216s Metal 912 Steel Screw (G5) 0,324" lanes 56016s 1120Ica 11201bs 9501bs 560 Ibs 5601hs FIGURE 1: FIGURE 3: _.ift FIGF}RE 2 i ANGLE ® ® CLIP MUST ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: to 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 .100" 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-S S.S. OR 410 S,S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X (ANCHOR \ _ANCHOR CAP. aEa. MULLION CAP.,ao,,,,, 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 GAPACiTY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AN CAPACITY TABLE. 7.25" X 3.25" X .10D" MULLION FOR FIELD -MULLED UNITS r~ 1.2501P--i MULLION FOR FACTORY -MULLED UNITS ANGLE ® ® CLIP MUST ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: to 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 .100" 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-S S.S. OR 410 S,S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X (ANCHOR \ _ANCHOR CAP. aEa. MULLION CAP.,ao,,,,, 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 GAPACiTY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AN CAPACITY TABLE. 7.25" X 3.25" X .10D" MULLION FOR FIELD -MULLED UNITS r~ 1.2501P--i MULLION FOR FACTORY -MULLED UNITS 04 I mom UU m � oZ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration III 111 ill!! Na. 5dfiU5 *_ IF �= S ATE F A. LYNtJI �111LLEL�2, RE, FL P.E.# 58705 TABLE 10A J -- -- Mullion Capacity Table (IbBO) Opening Wdth (for vertically -spanning mWlions) or Opening Height (forhorizontaliy-splanning mullions) 50 in 60 in n 80 in 90 in 100 in 120 in 140 in 160 in 1.26 X32b Rectangular TraplTriang, Leading Loading Trap/Triang. Loading Rectangular Trop/niang_ Loading Leading Rectangular Traptiriang. Loading Loading Rectangular Trap/Triang. Loading Loading Red angular Trap/Triang. Loading Loading Rectangular Trap/Trianq. Loading Loading Rectangular Traplrriang. Loading Loading Rectangular Loading Trop/Triang. Lending x .624 Alum -Tube Mullion = a 620 108 T-07 747 885 930 974 1049 947 894 671 690 d6G 441 173.0 170.0 170.0 170,0 170.0 170.0 IJOA 170.0 7 144T46.7400 _Im 435 524 563 612 701 745 784 878 B22 - 170.0 170.0 170.0 170D 170.0 170.0 170.0 139.9 7te.9 110.0 71.6 59.0 41.4 3112 _ o UP 744 850 896 956 1063 1110 1169 1049 941 694 671 690 466 441 170.0 179.0 170.0 170.0 170.0 179.0 17D.0 130.2 1?6.8 1%li 74.9 61.4 42.8 39.3 _ U orfir 478 584 631 691 797 850 903 692 BO6 767 585 518 414 393 170.0 170.0 170.0 170c 170.0 170.0 155.6 119.9 1D1.9 94.3 61A 50.6 35.5 32.7 i4�n 868 992 1046 1116 1240 1302 1240 1049 941 894 671 690 466 441 All ' 170.0 170.0 170.0 170.D 170.0 170.0 170.0 132.1 111.2 102.4 65.3 53.4 37.1 34.1 _- rs 506 G30 684 754 878 940 1002 875 791 753 575 609 408 387 gam. 170.0 170.9 17D.0 170.0 170.0 156.6 136.2 104.9 89.2 82,5 533 44.3 31,1 28.6 s' �r"e�� 992 1133 1195 1276 1417 1370 1240 1049 941 894 671 590 48fi 441 - o'' 170.0 1700 170.0 170.0 170A 170.0 158.E 119.1 100.0 91.9 58.2 47.6 32.9 30.2 iaoi z 510 6fi1 723 803 944 1015 1013 860 777 740 566 502 402 362 e 1700 170.0 170.0 170.0 161.1 1392 121.1 93.2 79.3 73.3 47] 39.3 27.fi 26A t 1116 1273 1345 143d 1511 1370 1248 1049 941 894 671 590 466 441 a 170.0 170-0 170.0 1700 170.0 170.0 147.1 1093 91.7 B4.5 52.9 4110 29.7 27.2 to �� 521 677 747 B37 996 1076 1000 8A9 766 730 558 434 396 376 IT f 170.0 470.0 f7D.0 t70.0 145.9 925,3 108.9 83.9 71.4 660 93.0 36A 24.9 229 v ao �� w Ix_ �� 1240 1417 1-094 1594 1511 1370 124E 1049 941 894 671 590 466 441 tea. 170.0 170.0 770.0 170.0 170.0 164.0 139.0 102.7 85.5 T8.3 40.8 39.6 27.1 24.9 III r �� 521 680 756170.0 856 4033 1092 Sao 838 767 721 551 46B 391 372 . a 170.0 170.0 156.4 120.8 104.4 90.0 69.9 69.6 55.0 35.8 29.6 2L7 19.1 aIm N z� Es'_ �� 148E 1700 1793 1759 1511 1379 1249 1049 941 B94 671 690 466 441 2� 170.0 170.0 170.0 170.0 170.0 155.9 130.4 94.3 T7.6 70.7 43.1 34.7 23.6 21.5 t a`rc 521 fi8Q 756 86t 1063 1072 97a 826 744 707 339 477 382 363 0 _� . 170X 169.7 152.5 134.1 103,E 89.5 77.8 59.9 51.0 47.1 30.7 25.3 17.8 16,4 >u sQ �a 1735 1979 iB77 1769 1517 7379 1240 1049 941 B94 671 590 466 441 - �v. 1700 f70.0 170.0 1700 170.0 155.3 129.0 91.2 74.0 67.0 39.7 31.6 21.2 19.3 Ill mp --'�KSp a`r?'ac 521 680 756 861 1063 1070 975 820 737 791 531 469 375 356 [14 . 117.3 90.6 78.3 68.1 52.4 44.6 41.3 26.9 22A 15.6 14.3 _`� 1983 1979 1877 1159 1311 1370 i248 t049 941 894 67 690 466 441 2�rr 1700 170.Q 17Q.0 170.0 170.0 155.3 129.0 91.1 73.3 66.1 29.6 19.6 17.8 _ tP 521 S80 75d 861 1063 9070 975 820 736 698 454 370 351 m J 0 � 42 in 48 in 50.625 in 54 in 60 in 63 in 661n 721n 76 in TO in 90 in 96 in 108 in Ill in 170.0 170.0 1700 170.0 470.0 170.0 170.D 167.E t42,7 132.0 85.9 70.8 49.7 45.8 120 in 36.3 378 302 378 31.0 339 25.9 376 26.8 334 22.7 378 23.7 329 20.1 3T8 21.3 325 18.1 378 19.5 321 15.1 378 163 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 16.0 262 16.3 230 TABLE10B Anchor Capacity Table (Ibs) Substrate: Anchor Cilp patterns Anchor Type: Edge Clarence (En): Embedment nj 2 Anchors @ 4.76' Min. O.C. / Standard or Offset Clip (F1g. 1): 4 Arxhofs @ 1.16" Min. O.C. 7 Standard {a Offset) Cllp (Fig, 2): 4Art refs@3'Min. O.C./2)af5 Angle Clips/(Fig. 9)'. 3Ancha s @ 0.54" Mitt. O.C. / lJ-Cilp, Into .100" Alum. (Fig. 4} 1 Anchor/ FCflp (Flg, 5): 2Anch0ls @ 1,16' Min O.0 / FCnp (Fl9 6): 2.n Concrete 3'1V EicoWool i" 2.112' 1�74" 7 4" 20O IDa 390Ibs 4801bs 70014s 7601Ds 7801D5 N/A NIA A951b5 f951bs 2401Ds 3501bs W!' Elco Ultracon t" 2-112' 13/4" 1�4, 450Ibs 6901bs NIA NA SBOIDS 15601bs NIA WA 2251bs 445116 NtA NIA 3.5k CWC. 5116" EICa ultracon 31fB" 2" 7844 Ibs N/A 16W IDS N/A 8221bs N/A all 6" Elco Ulnet an 1" 2-1/2' 1-1/4" 1-1/4" DO ]its 280 IDS NIA 380Ibs 54016S 5601D5 NIA NIA 1351bs 140 Ns N/A 190 tbs Hallow CMU 1/4" Eico Uitracon 1" 2.112" 1-4/4" 1-114" 354 IDS 7d0lbs N/A WA NIA 760Ibs NIA N/A 1771bs 370lDs NIA N/A t74" SS Elco AggreGator 2' 1-114" 3741bs t41A 748 IDS N/A 1871bs N/A 5'16' Elco Ultoblat 8-1/8" 1-114, 6641bs N/A 68012E NiA 3321D5 WA Filled CMU 1/4" SS Eico AggfeGatcr 2' 2' 9461bs NIA 16921bs N/A 4731Is WA PT #10 Steal Seri(G5) 0.4B" ¢&8" 341 Ibs 6821bs 682lbs NIA 1701bs 3411bs Woad #12 Steel Screw (35) 05er 1�8" 442 Ibs' 8&5 0n 8851ts N/A 221 Ibs 44210s Metal #12 steel SCrcw (G5) 0.324" verles 560 IDS 112EI IDS 11201D6 9501bs 2801bs 560165 FIGURE 1: TABLE NOTES: FIGURE 2: ® � 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ®A ® ® 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, Stt 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 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 9.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ® ® .045n 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: (DPI) X (ANCHOR CAP.,„o,,,,�,�` =ANCHOR CAP..., `MULLION CAP. F"ur.., IZ 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 AN 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 �y oC S 0 TU �z � oZ ti PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0630.01 Expiration Date 0/26/2021 /1/111111 // SF 16 No. 58705 ��77SfONAL lifiIII1E A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE I I A - Mullion Capacity Table (lbsrfe) Opening Width 0brvefticaily-spanning mugons) or Opening Height (for harizoriially-spannirg mullions) 1.25 x994 x.624 Alum. Tube Mullion 50 in - - 435 524 5fi3 612 701 745 TIES 87B 937 967 986 872 696 fifi1 569 Rectangular Loading - �[c 170.0 170-0 170.P 170.0 1790 170.0 170.0 170.0 170.0 170.0 110_4 97.5 68.5 63.1 49-9 60 _ orl_ 6a 744 650 695 956 1063 1116 1169 1276 1346 1381 1110 975 771 730 624 in Trap77dang. Loading 'E a w c 170-0 1700 170.0 170.0 170.0 1711.0 170.0 170.0- 170.0 170 0 123.9 tOt5 70.T 65.9 51.2 - - G� 478 584 631 691 79T B50 903 1009 1080 1116 968 856 685 fi50 56Q Rectangular Loading c 170E 1700 1709 170,0 170.0 170.0 170.0 170.0 168.5 155.9 101.5 B3.fi 58.7 54.1 42.8 70 - - �C 868 992 1046 1116 1240 1302 1364 1488 1556 1477 1110 975 771 730 fi2a in TraµTriaug. Loading - `z a-. 1700 170.0 170.0 1700 170-0 170.0 170.0 170.0 i70.0 159.3 707.9 88.3 61.3 56.3 4d.3 a- o q Q¢ 506 630 684 754 878 966 1002 1126 1299 1245 951 842 674 640 552 Rectangular Loading - c 170.0 1700 170.0 1700 170.0 1700 170.0 17➢.0 t4T.4 136A 888 73.2 51.4 47.3 375 80 _ = ¢ 992 1133 11% J275 1417 1488 155E 1700 1556 1477 1110 975 771 730 fi24 in TraprTriang. Loading u c 170-0 1700 170.0 170.0 170-0 170c 170.0 170-0 1652 152.0 96.3 72.5 54-3 49-9 39.2 - 6 QK 519 661 723 003 944 1016 1066 122B 1285 1224 936 829 664 631 3a4 Rectangular Loading c 1700 17L0 170.0 V0.0 170.0 170.0 170.0 1541 131-1 121.2 TB.9 66.0 45.7 42-1 33.3 90 o a 4¢ 1116 1275 1346 1434 1594 IE73 1753 1734 1556 1477 1110 975 771 T30 624 in Trap7Criang. Loading c 170.0 170E 170.0 170.0 170.0 170.0 1700 1700 161-6 139.1 07.5 712 49.0 45.0 35,3 RK 527 677 747 837 996 '1076 1155 1315 1266 120fi 422 017 655 222 537 Rectangular Loading ci �' �.a--. 770.0 170.0 170E 170.0 170.0 110.0 170E 138.7 117.9 109.7 T5.0 5B.5 41A 37A 30.0 100 QL"+ 1240 141E 1494 1594 1T71 1859 1948 1734 1556 id77 1110 975 771 730 624 in Trap7idang. Loading c 1700 1700 170.0 170.0 170 0 170-0 170.0 169.8 141.3 729.5 80-T 654 449 41.1 322 Q�K 521 68tl 75fi 656 1033 1122 1210 138fi i251 1141 91q 807 647 614 531 Reelangulzr Loading k c. 170.0 170.0 170.0 170.0 170.0 156-9 t-03.0 11i6 903 90.9 592 48.8 34.3 31.5 25-0 120 a Q¢ 1488 1700 1793 1913 2121 206G 1966 iT34 t556 1477 1710 975 771 730 624 in Trep77nang. Loading Ea 170.0 t70.0 110-0 170.0 170.0 170.0 770.E 155.9 12B.3 116.9 T1.3 574 3e9 35.6 2T7 Qr' C 521 680 756 861 1063 1169 1275 1364 1229 i}64 89f 789 632 600 5t9 Rectangular Leading _ c t70.Q 1700 1790 1700 148.3 134.5 t226 94.1 842 77.3 SOZ 419 29A 27.0 21.d 140 S 14g_ ¢K 1735 1983 'e092 2231 2193 2060 1966 1734 7556 7477 1f10 975 771 T30 624 in Trap/Tdang Loading o _ 170,0 170E 1T0.0 170.0 1700 170.0 170 Q 150.4 1223 910.8 65.6. 523 35.0 319 24.5 _ - 4� 521 6B0 756 Bel 1063 1171 1286 7352 1219 7158 870 776 621 111 509 Rectangular Loading 0 _ nIX 170.0 170.0 170.9 160.2 129.8 117.7 107.2 86.7 73.7 682 44A 36.6 26T 23.7 iH.7 160 _ 6K 1983 2267 2391 2403 2163 2060 1966 1734 1656 1477 7119 975 771 111 624 in Trapll-riang Loading c 7F00 170-0 170.0 170E 170 0 170.-0 150. 121.2 109.3 62-7 49.3 32.d 211 22-5 . _ Ott 521 680 756 eel 1063 1171 t216 1764 970 767 612 587 501 Rectangular Loading - a 1700 170-0 170.0 170.0 170E 170.0 1700 17-0.0 170.0 170.0 142.0 117.➢ 822 75.7 59.9 - 620 708 F47 797 HB5 930 974 1063 1122 1157 1110 975 771 730 624 Trap! -ruing_ Loading - 170.0 t70.0 170.0 1700 1700 170.0 1700 170.0 170E 170E 146.5 1203 84.0 77.3 6f0 a m J p 42 in 48 in 50625 in 54 in 6Q in 63 in 66 in 72 in 76 in 78 in 90M 96 in tq6 in 111 in 120 ir, 144 in 3447 433 35.1 400 28.9 433 214 395 24.8 433 25.a 390 2t.7 433 224 386 193 433 20.0 381 IT3 433 18.2 376 11 TABLEI1B Subs Date' Ancrux Type; Anchor Clip Patterns Edge Distance 6ni Emtedmeat(m): z Anchors r� 4.75' Min o c. r srfwarc cr Ofi5e1 Clip Fig- 7): 4 Amnofs @ 1.15" Mitt 0 G J StatHIard or Ltsei}Clip (Fq 2): 4Aix hors @ 3" Ntln- O C. I (Z) 2x5Angle Ckps J (Rg. 3j 4AnCnors Q 0.54"MIn. P.C. / U.CIIp• Into .709" Alum. (Fig- 4) 7 Am riorl F_C_(FTg_5} 2Anchom @ 1.15" MIn. O.CI FCBp (Ag. 6J' N1131 Elco V 1314" IDs 4801Ds 780165 NJA ig5€Ds 240 ros 2.7k Concrete Ultrson 2-1/2" 131a" 390 Im 7001bs 760 tas WA 7951Ds 350 IDs Anchor 1/4" Elco Ultracon t" 2.112" t3/4" 1-;'da" 4� IDs Bge IDS NJA. WA 6801as 15B3 I� N/A N/A 2251bs 445 Its NIA NIA Capacity Table (Ibs) 3.5k CWC- 9f 6" Elco Ultracwt 3r16" Elea Ultrxan 31/8" 1" 2-1/2' 2" t-7/4" 1-1/a" 1647 ms 27o gas 280 Its NIA NFA 3801n 78g61trs 5401D5 5� dCe NJA NJA WA 8221Ds 135tbs 1401DS N/A NfA 1901bs HdlOW CMU t74" El LIAMcOn 1" 2-1/2' 1-il4" t-V4" sss IDs Tao Im NIA WA NIA 7601Ds NIA WA 177 Ina 370Ibs WA NJA Vir, IS Elco AggreGaor T'. 1-174 37a IDs NIA 7481as NIA 1871Ds N/A 5/16" Pco Uitracm &1f8" t-fl4" sea las WA 8H01� WA 3321bs ht/A Elled CM IJ 7/4" SS Elco Agv_reGatar 2' 2` 946 Its WA 18g211s PUA 4731hs WR PT VWV 0010 Steel S&MW (GE0 OAB" t.;18" 3<11 Ins �21Ds �21bs NA 1101Ds 341 IDS il'12 Steel Screry (G5) D_64" t 'H" 442 lea 8651as HBS ltx N(R 2271U'a 442 fas Meta #12 Steel Scleav (35) 0.324" tz les Sso IM 11201as f1201as 12571Ls 2801� 560 1hs ❑In 11oF 1 FIGURE 2: FIGURE 3: ANGLE ® ® ® ! BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: LO 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 ADJUST FORMULA: CAP..., ANCHOR CAP.,a,,,,,,,� _ (DPE,}X ( MULLION CAP, ray„URLE� ANCHOR 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 AN 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 G-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 .100" THICK. STEEL STUDS TO BE A 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. 725" X 3.94" X.624" MULLION W ® Ory Q 1-h b 04 1 0 UV •- �o Z > � Z O Neff W J J � (=9 W O� O � F U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630"01 Expiration Date 05/26/2021 CICENSF `% i q.. No.587045 g. ��® • SATE A t®NAL N MI12BEk,\RE, FL P.E.# 58705 I AbLt "IZA TABLE ' Mullion Capacity Table (Ibs/ft ) Opening Width Uor veitcally-spar ni rig mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in 2 7( 4 X 25 Alum. Tube Mullion YraplTdang. Loading S F .p B ci cin ¢`= a Rectangular Loading D L �� aar rc TraplTriang. Loading D 2' e a �� M ` ¢ Rectangular Loading D 2' r 3a � ¢'�`2�rc$`"�`� Trap/iriang. Loading :Z' A m � ci cis Rectangular Loading a z 'a 0 ci tip o Tr4plidang. Loading D 2' ci cia At Rectangular Loading .13 Trap7Tdang. Loading h " . 3 Q Rectangular Loading ci ria P�o Tuipffirl , Loading cia ¢ Rectangular Loading 3 5 Trep'Tdang, Loading �_ 3" Q Rectangular Loading 3 �a Gtrrg Trapfrinang. Loading ci �a rarQ Rectangular Loading 3� R TraptTdang. Loading ci 1i v Rectangular Loading u A w e ci �s t NO PX 170,0 170.0 170,0 170.0 620 708 747 797 170.0 170.0 170.0 170.0 435 524 563 612 170 0 170,0 170.0 170g 7" 850 896 956 170.0 1700 170.0 170.0 478 584 631 %1 170.0 170.0 t700 170.0 868 992 1046 if i6170.0 170,0 170.0 170.0 506 630 684 754 [170-0 992 1133 1195 1275 170.0 170.0 170.0 170R 619 661 723 803 170.0 170.0 170.0 1700 1116 1275 1345 1434 170,0 170.0 170.0' 1700 521 677 747 837 170.0 170D 170.0 170.0 1240 1417 1494 1594 170.0 170.0 770.0 170.0 521 680 756 856 170,0 170.0 170.0 170.0 1480 1700 1793 1913 170X 170.0 170.0 170.0 521 600 756 $61 170.0 170.0 170.P 170.0 1735 1983 2092 2231 170.0 170.0 17D.0 170.0861 521 680 756 170.0 170.0 170.0 17C0 19V 2267 2391 2550 170.0 17D.0 1700 770.0 521 680 756 '8fi1 42 in 48 in 50.625 in 64 in 60 in 170.0 885 170.0 701 170,P 1063 170.0 797 170.0 1240 170,0 878 1417 170.0 944 170-0 1594 1700 996 170.0 1777 170A1 1033 170.0 2125 170.0 1063 170.0 2479 176.0 1�3 i60.8 2680 170,0 1063 c J 7 63 in 66 in 72 in 76 in 78 in 170.0 170,0 1700 170.0 170.0 930 974 1063 1122 1151 170.0 170.0 170.0 170.0 170.0 745 789 878 937 967 170.0 1700 170,0 1700 170.0 1116 1169 1275 1346 i301 170.0 170.0 770.0 170.0 170.0 550 903 1009 1080 1116 170.0 170.0 170.0 170.0 170.0 1302 1364 1488 1570 1611 170.0 170.0 170.D 170.D 170.0 940 1002 1726 1209 1250 0. t7D.0 170.0 170,0 1488 1558 i700 1794 7842 170.0 4700 170.0 170,0 170.0 1015 1086 1228 1322 1369 170.0 170.0 170.0 165.1 152.7 1673 1753 1913 1861 1960r61.8 170.0 170.0 170.0 1076 1155 1315 1421 1474 170.0 17P.0 170.0 148,6 737.4 1859 1948 2125 1960 1861 17PA 170.0 170,0 170.0 J63.1 1122 1210 1387 1505 1500 170.0 170.0 145.6 123.8 114.5 2231 2338 2184 1960 7861 170,01169 t70.0 170.0 161.6 147.3 1275 1488 1548 1473 166.7 151.9 124. iD6.1 982 Z553 2437 22184 1960 1861 170.0 170.0 170.0 154,0 139.6 1177 1286 1529 1535 1459 145.9 /32.9 109.2 92.9 $5,9 2553 2437 2184 1960 1861 170.0 170.0 170.0I 152.7 137,69P 1t71 7286 in 96 in 170.0 147.4 1320 1229 770.0 151,5 ti44 1098 149.1 122.9 1398 1229 i56.0 127.8 1219 1079 i27.8 105.3 1398 1229 136.0 111,2 1198 1061 111.8 92,1 1398 1229 121.3 98,9 1719 1044 99.4 81.9 1399 1229 1162 1029 89.5 73.7 1398 1229 101.6 824 1147 1016 74.5 61.4 1398 1229 89,8 72.2 1122 993 63.9 52.7 7398 1229 827 65.9 1105 977 55.9 461 1398 1229 78.9 62.1 108 in 111 N 120 in 1035 95.4 755 971 919 786 105.8 97.3 76.8 877 832 716 86.3 79.5 629 971 919 786 89.0 81.9 64,5 562 819 705 74.0 68.t9J9 53.g 971 786 77.2 70.9 55.8 849 806 695 64,7 59. 47.2 971 919 786 68.4 62.9 49.4 837 794 686 67.5 53.0 41.9 971 919 786 826 784 677 61.8 47.7 37,7 971 919 7A6 56.5 51.8 40.6 815 774 668 43.1 39.7 31.5 971 919 786 49,0 44.$ 34.9 796 756 653 37.0 34.1 27.0 971 919 786 44.0 40.2 31.0 782 742 641 324 29.8 23.6 971 919 786 40.8 37.1 28.4 631 144 in 43.7 546 A42 594 3fi.4 546 37.0 498 3t.2 546 31.9 491 27,3 546 28.2 485 24.3 546 26.3 479 21.8 546 22,9 474 182 546 49.6 464 15.6 546 17.2 465 13.7 546 15.5 448 11ti Anchor C opacity Table (!6s} Substrate: 2.7k Core fete 35k Cone ralow CMU Filled Clau PT Wad Matdi 5'16' Elco 1l4" SS Eico Sr16" E1co 1/4" SS Elco #10 Slea #12 Steffl #12 Steel Anchor Typo' 3+16'Elco Ultracon 114"Etc e UIL�con ?tf6"Eleo Uttrsm 114'Eieo Ultracon AggreGacr Uitraeen A MG@IU 99 Screw G5 ( ) Screw G5 ( } Screw G (51 Anchor Clip Patterns uitracon 2' 0.48" 0.54' P.324' Edge IXstartz (in): *'• 2-VT' 1" 2-1l2' 3-1J8' s' 2-VT 1" 2-112' 2' 31/0' Embednett 0Rr 1-314" 1.3 ' 13/4" 13r4" 2" 1-N4" 1-1/4" i-v4" WIA14" 1-1Ik" i-tl4" 2' t-3'8` 13r8' varzs O.C. ! Starda¢f oro%et Clip (Fig 1&2)' 390 lbs 3W Its 4501Ds 0901M 1644IDS 2701DS 280 IDS 35:11bs 740 tis 37d us G641bs 94G I� 34i lbs 442 ibs 55D IM 2Anchom @ 4,75" Min 14651DS 1424 lbs NfA SW ibs NIA E951ts WA 880Iba tllA 6621hs 8851M t1ZO IM 4 Arehors@2.W"Min, O.C. J Standald(or Offset) Clip T193) 740 In 7401M SW IDS WA WA t02211x 13271M 16801hs 6AneDors@1.,7t"Nlin. O.G.l Standan7 (or Ofiset)Clip (fig 4) 8851bs 7050{ 7581bs 19461D5 N/A N:A 705IM N/A 7991M NIA Zt5 Angle CllpsJ 5}: 7801hs 7 IDS sw Its 1560 IM 18961D5 oS01D3 SW IM NJA 7601M 7481M 8W IS 18921M 602IbS 8851M its Its 4Rre hors @ 3" MIO. O.C. J (2y (Flg 2644 IDS 8'r be M IDS N/A 1140Ibs t 7221bs 132� Ibs 28381M 71b211x '3271M 1680 ICa 6Arelurs @ 3" Min. O.C. f 0 26Atgio Clips l 099 6k 1170IDS 1170 IDS 10201M 23401DS 3 Ate hors @ 7.34" Min, O C.l ULlip: Into .425"Alum. (flg. 7): NIA NIA NIA NJA NIA N+A NfA NIA N/A WA Ni N/A NIA NIA 1073 6 Am hots @ 0 64" MIR O.C. J 0-Clip, into 12Y AJum. (Fig. 8}. N/A NJA N/A NIA N/A NIA NIA NIA NfA NIA NfA NIA NtA NfA 21 Ibs 3701M 3t5 IRS 743 Ibs 7121M WA 250 ICES N/A 3481M NIA 440 IM N!A 341 IDS 442IM 560 Ibs 2 Arxhof3 @ 268' Mln O C1 FLlip (Rg 9) 370 Ids NIA WA N!A 5141D5 6641bs 84D IDS 3AxhciS @ 1 71" MIR O.0 1 F{%Ip (flg_ 10): 443 IDs 525IM 879Ibs 973 IM NIA WA 353 Ibs NIA 3991bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR vALuts AS THE o f r+rvurvcu i,�ir. � CIRCLED VALUES ARE USED IN 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 ® USED MUST BE USED IN PAIRS, e • a ® ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF Al X (ANCHOR CAP.n,o„ T,a,�) _ANCHOR CAP. pEa_ \MULLION CAP.Fao„.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPAC€TY 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 By ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE-f 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2J 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 TOACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A5TM 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 8E 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. 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2" X 4" X .25" MULLION o a Zw a UV O ^ o O dim W > Z r W w S w J to 0 � m 9 W 0O o a CA) LU 2 a. p ICOC4) z4t0 PRODUCT REVISED as complying with the Florida Building Code NOA 17-0630.01 Expiration Date 05/26/2021 Miami- ad Product Control � ��� • y10ENgF'• ���� No.58705 O� ST TE O 14J WEEW ' oNAL "AAA AN A. LYiI N MWLIIR, P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table {IbslRZ - 2 x 6 x .26 Alum. Tube Mullion 50 in 60 in Trip/Triang. Loading a 0 170.0 170.0 170.0 170.0 170.0 170.0 170A 170,0 n170.O4 1170.0 179.0 170.0 170.0 170.0 170.0 170.0 1061 a 0i ZIL 478 $84 631 691 797 8S0 903 1009 7080 Nth 1378 1434 1647 1700 1859 1425 Rectangular Loading a 0 170.0 170,0 170 0 170,0 170.0 170.0 f700 170.0 170.0 170.0 170.0 170.0 170.0 170.0 154.4 89.4 70 a Q 868 992 1046 1116 1240 3302 1364 1488 1570 i611 1859 1983 2221 2293 2252 1564 Opening in Traprfdang. Loading a U 170.0 170.D 170.0 170.0 170A 470.0 170A 170.0 170.0 170.0 170.0 570.9 170.0 170.0 159S 91-5 Width a_ 0In 5D6 630 684 754 878 940 1002 1126 1209 5250 1498 1622 1870 1932 ISM 1407 (for Rectangular Loading a ri _� �� 170.0 170.0 170.0 170.0 170.0 170,0 171 170-0 170.0 770A 170.0 170.0 170.0 170.0 135.1 78,2 verticaly-spanning 80 as � ac rc 992 1133 1195 1275 1417 1488 1558 1700 1794 1842 2125 2267 2550 2821 2252 1564 in Trap7Tdang. Loading a -� �'� 170.0 170.0 1700 170.0 170.0 170.0 170.0 170.0 170,0 170.0 170.0 170.0 171 170.0 141.4 111 � ¢`rr. S19 661 723 B03 944 1015 1086 1228 1322 1369 1653 1794 2078 2149 1964 1390 mullions) VRe 170.0 170.0 170.0 170.0 170,0 170.0 1700 170.0 170.0 170.0 170.0 170.0 164.0 151.8 120.1 69.S or 90 1116 1275 1345 1434 1594 1673 1753 1913 2019 2072 2391 2550 2781 2532 2252 t564 Opening in Trap/Triang. Loading a ci_ -� err 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.9 170.0 170.01952 170.0 162.3 1272 72.3 Height as civ art 521 677 747 837 996 1076 1155 1315 1421 1474 1793 2271 2245 1938 1373 (for Rectangular loading a u -� �'A 170.E 170.0 1701 1700 170,0 170.0 170.0 170.0 1700 170.0 170.0 170.0 14&3 136.6 108.1 62.6 horizontally 1001n as ci ¢`,z 1240 1417 1494 1594 1771 1859 1948 2125 2243 2302 2656 2833 218161.9 2632 2252 1564 -spar TrapTrang. Loading a o� -g �� 170.0 170.0 170.0 170.0 170A 1701 170.0 170.0 170.0 170.0 570198[170.0 170.0 148.4 list 65.7 nirg a_ ¢` 521 680 756 856 1033 1122 1210 1387 7505 1564 2095 2333 2218 1915 1358 mullions) Rectangular Loading a �'`, 170.0 170.0 170.0 1700 170.0 170.0 170.0 170.E 170.0 170.0 120 as �� a` 1488 1700 1793 1913 2125 2231 2338 2550 2692 2763 3188 3199 2781 2832 2252 1564 in Trap/Triang. Loaning oc� s� _ 170.0 170.0 170.0 170.0 1700 170.0 170.0 770.0 170.0 170.0 170.0 170.0 1d0.4 128.4 99.8 56.0 �a �� IIiiiiiiiiiiiiit 521 660 756 B61 1063 1169 1275 1488 1629 17W 2125 2338 228i 2186 1872 1330 Rectangular Loading Q ^,,I 2tim �'o 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 156.0 137.1 1059 87.8 77.2 44.7 140 a ov a�aF 1735 103 -2092 2231 2479 2603 2727 2975 3140 3223 3413 3199 2781 2632 2252 i5fid in Trap/Tdang. Loading o 2o -B¢� 170-0 170.0 170.0 170A 170.0 170.0 170.0 170.0 170.tl 170.0 170.0 166.6 1259 NSA 88.9 49.2 a. ua a`z-. IJ IX 521 680 756 861 1063 1171 1286 1529 1694 1777 2273 2470 2234 2126 1836 1305 Rectangular Loading iu^ aoic0 170.0 170.0 170.0 1700 170.0 170.0 170.0 170.0 170.0 170.0 136.5 120.0 92.7 85.4 67.652 39.1 160 cia arc 1983 2267 2391 2550 2833 2975 3117 3400 3589 3683 3413 3199 2781 2632 1564 in TraplTdang. Loading o_ �'-. 171 170.0 170.0 170-P 170.0 170.0 170.0 170.0 170.0 170.D 170.0 156.1 116.0 106.3 81.4 44.4 ciaInQ Cr ¢� 521 680 756 881 1063 1171 1286 1530 1705 1796 2361 2428 2190 2096 1808 1283 Rectangular Loading 2a a 170.0 170-0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.9 170.0 770.0 170.0 170.0 125.t D. as 620 708 747 797 885 930 974 1P63. 1122 1151 1326 1417 15N 1633 1564 Trap?dang. Loading a 170.0 170.0 170.0 170A 170.0 170A 170,0 170.0 170.0 170.P 170.0 t70.0 1700 170.0 126.6 a 435 $24 563 612 701 745 789 878 937 967 1144 1232 1409 1454 1586 7445 Rectangular Loading a 170.0 170.0 170.0 17D.0 171 t70.0 170.0 170.0 a 3 744 850 896 956 1063 1116 1169 1275 81 94 00 13 06 25 64 = C J 778 42 in 48 in 50.625 in 54 in 60 in 63 in e6 in 72 in 76 in in 90 in 961n 8 in Ill in 144 in TABLE 13B Substrate: Anchor Type: Anchor Clip Pattems Edge Distance (in): Embetlment (in): 2 Anchors @ 4.75" MM O.C. / Standard aOffset Clip (F11 1&2): 4 Anchors @ 4SF Min. O. C.I Standard (or Offset) Clip (Fig. 3): 8 Anchors @ 1.71" Him O.C. i Standard (or Offset) Clip (Fig, Ily 4 Anchprs @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 8 Anchors @ 3" Min. O.C. / (2) 2x5 AnO� Clips / (Fig. 6): 12 Anchors @ t.5" Mim O.C. / (2) 2x5 Angle Clips / (Fig. 7): 4 Anchors @ 1.347 Min. O.C. / U-Clip, into .125" Alum. (Fig. 8): 8 Anchors @ abv Min. O.C. / U-Clip, Into .12Y Alum. (Fig. 9): 2 Anchors @ 4.68" Will. O.C./ F-Clip (Fig. 10): 4 Anchors @ 1. 11" Min. O.C.1 F-Clip (Fig, 11): 2.7k Concrete 3/16" Fire Ultmcon 1" 2AI 1-3/4" 1-3t4" 3901bs 390 Ibs 78016s 7801hs 1180 IDS 1400 Ibs 780 Ibs 780 Ins 15601bs 15601bs 1660 IDS 2100 IDS NIA N/A N/A N/A 390 IDS 390 IDS 590 lbs 700 Ihs Anchor 1/4" Elce O14800n 19 2-1/2" 1-314" t-3/4" 4501bs 89D Ibs 9001bs 17801bs 1010 Ibs 2595 Ibs 680 IDS 1560 IDS 1360 Ibs 3120 Ibs 1440 Itrs 3780 Ibs N/A NA N/A NIA 450 IDS 8901bs 505lbs 129E MS Capacity 3.5k Conc. 5/16' Eloo UlVacon 3-1/8" 2" ifid4 tbs 3232Ibs N/A 1896 IDS 3792 Ibs WA IVA N/A 1616 IDS N/A Table Ibs 3/i6" Elco Ultrecon 1" 2-1/2" 1-1/4" i-1/4" 270 Ins 2801bs 5401bs 560 Ins N/A 94G lost 540 Ibs 560 Ibs 1080 Ins 1120 Ins N/A 7329 Ibs N/A WA N/A N/A 270 Ins 280 lbs III 470 lbs Hollow CMU 1/4" Elcc Ultracon 1" 2-112" 1-i/4" 1-1/4" j 3541bs 740 Ins 708Ibs 1480 the N/A 1065 IDS N/A 760 ins N!A 152C Ibs WA 1500 Ibs WA N/A NIA NIA 354 Ibs 7401bs N/A 533 Ibs 114" SS Eco AggreGator 2" 1-1/4" 3741ns 7481ns NIA 748 IDS 1496 IDS - N/A N/A N/A 374 1I s NIA 5/16" Elco Uftmoon 341 1-1/4" 6641DS 1272 Ins N/A $60 Its 1160 Ibs N/A NIA NIA 636 Ins NIA Filletl CMU 114" SS Ron AggreGator 2' 2" 94616s 18921bs N/A IB92 Ins 3784 Its N/A N/A N/A 946 IDS N/A PT 910 Steel Screw (G5) 0,48" 1-3I8" 341 !bs 682 ins 1363 Ins 682 IDS 1363 Ibs 2045 Ibs N/A N/A 341 Ibs 682 Ibs Wood #12 Steel Screw (35) 0.54" iJ/6" 44216s 885Ibs 1770 lips 885Ins 1770 Ibs 26 Ibs NIA NIA 44216s 885 Ins Metal #12 Steel Screw (G5) 0.324" lades 560 ]be 112016s 2240 Ibs 1120 Ibs 2249 Its 3360 Ibs 1430 Ibs 2861 IDS 560 IDS 1120lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I I EHN AN twt,rtvrc v,v�uoa No s HE ....,F TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA? �ANCHOR CAP.,,�M,.o= , =ANCHOR CAP. tea, 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 AN CAPACITY TABLE. F---2.OD0"---I o� o iv o � O dT U J =9 LU O 0 m a Z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 9) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATIDN METHODS. \ QNY,LYNN 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Oil CEN • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS No. 58705 ' • • • • • • • 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _- FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • e • • • c • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED •'." (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CI-90. WOOD SHALL BE PRESSURE -TREATED ®.�'"•. FATE F Ir✓ • • • • • ° • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" i�s ••,80RID?.•''�\�� MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 7i7 Swz�N • • • o • ® • • USED IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS, 2" X s" X .25" A. LNbJl� l k1EF{', P.E. THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION FL P.E.# 58705 TABLE 14A Mullion Capacity Table Ibsffle 1.25" x 2.11 x.125" Alum Tube Mull[14 50 In Trap/Trlang. Loading iw 167.0 109.0 91.0 74.1 63.1 45.6 39.4 9g 428 333 361 267 219 200 183 Rectangular Loading a 120.2 80.5 68,6 5&5 41.2 35.6 31.0 60 �� 526 403 362 318 258 234 213 in T2prTnanB Loading a o �� 148.9 94.7 79.3 64.2 45.7 391 33.7 a 0 ��Mo a 419 32S 294 261 214 795 179 Rectangular Loading a z a 703.0 69.0 50.8 46.5 35.3 30.5 26.5 70 �a�'�art 526 403 362 318 258 234 273 Opening in Trap/T1ian9. Loading 138.9 86.4 77.9 57.7 40.7 34.7 29.0 Width a M 414 320 289 256 210 192 176 (for Rectangular Loading Q 90.1 60.4 51.5 42.4 30.9 26,7 23.2 vertically 80 a ccg 526 403 362 318 258 234 213 -spanning in T2pRtlang. Loadh9 z a 3 �� 134.6 81.4 67,2 53.5 37.2 39.6 27.0 a a a` 411 317 286 253 207 189 173 mullions) Rectangular Loading �. �� 80.1 537 45.7 37.1 27.5 23.7 20.6 or 90 a� u �� 526 403 362 318 258 234 243 Opening Height in TraplTnan9. Loading a m aB i ¢tt 134.1 411 79.1 315 64.6 284 sobs 250 34.9 204 29.4 786 25.1 170 (for Rectangular Loading a a eo �� 721 48.3 47.2 33.9 24.7 214 18.6 hodzoritally-spanni 10tl a �, ¢`z" 526134.1 403 362 318 256 234 213 in Trzy1'dang. Loading r a 0 �' 78.6 63.6 49.5 33.4 28.0 23.7 a� t �¢ 411 314 283 249 203 109 169 rig mullions) Rectangular Loading a _�orN0oyarc �n 60.1 40.3 34.3 283 20.6 17.8 15.5 120 a a a`rc� 526 403 362 318 256 234 213 in TraplTnang. Loading r a 134.1 7H.6 63.5 49.1 32.2 26.6 22.2 a a� arc 41t 314 283 246 201 183 167 Rectangular Loading a Q � 51.5 34.5 29.4 24.2 Y7.7 75.3 t3.3 1401n a a`a 526 403 362 316 256 234 2t3 Trapliriang. Loading a ��, 134.1 78.6 63.5 49.1 322 26.5 220 a °o �rc 411 394 2B3 248 201 tea t6S Rectangular Loading a 2a 451 30.2 25.7 21.2 15.5 13.4 1t.6 160 a_ ��42 526 403 362 318 258 234 2t3 in 7rap/Triang. Loading 134.7 78.6 63.5 491 32.2 22.0 o. 41148 374 283 248 201 166 Rectangular Loading 82.3 67.8 49.5 42.7 37.2 M fi 526 403 362 318 256 234 213 S�. C J83 ,'E in in 50.625 in 54 in 60 In 63 in 66 in 72 in 2&6 179 30.1 165 23.9 179 25.6 152 1 20.4 179 22.5 149 17.9 179 20.3 147 16.9 179 18.7 145 76 in 24.3 16Y 25.4 140 20,3 161 ?t.6 137 Y7.4 161 19.0 735 15,2 161 17.0 133 781n 22.5 152 23.5 133 16.H 152 19.9 131 16.1 152 17.5 128 Vv - 5/16"Elco I1/4''SS EIco�5/16°Elcol ti4"SS Eicol #10 SCe=1#i2Steell it'12 SFael Att:hx Tylx- 3t6"Eico Ultr�On 174"Elco Uard[p1 3/ifi"Eicn Ultracon 1.T4"Eico Ntracm Agg2Gata UIL°ac on ABgreGator Sc rew (G5j ficreN (G5} strew (G`. Anchor Clip Patterns ultnxon I F � ntararM _ (inn r avr " atrr 3ve ( 1 z v2 ( z 112 2 3 va z u ns _ ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPEa) X(ANCHOR CAP.."a„T,E,E� _ANCHOR GAP."Ea l\ MULLION CAP. ,,MMTEE,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. ®oho =u w .. of a p w J =U l l 0 o m M Z a z cn z J m r- °z_ Z r 4 N co PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 F�cpiration Date 05/26/2021 TABLE NOTES: - Miami-Da�e"Product Control 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �1-266"--i SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ® ® ® ® 125" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116^ _ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM &90. WOOD SHALL BE PRESSURE -TREATED r �\\•`\:�ON'�z;ENsF�• /��• �� YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" i �Z. •'• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04T THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1.26" X 2A P' X .125" MULLION No. 58705 LEAST ,125•` THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. j f .�.�y:;y. Cl) yr TE©) •7L !®NAL A. LYNIUILL.ER, P.E. FL P.E.# 58705 I ABLt 10H Mullion Capacity Table (IbsffkZ) Opening Width (for lertically-spanning mullions) or Opening Hoight (fortlorizontaliy-sparvlitg millions) 3,25" 30 DEG.AL BAYMULL 50 in 60 in Rectangular Trap/Tdang. Loading Loading a Qa a a U U a U U v c ¢ c Q 70 Rectangular Loading a a U U a �c E K in TrapiTdang. Loading a a U (J �c �te BO Rectangular Loading a a s U U �. c � in Trap/Tdang. Loading :z` a as tJ U Ec 6� 90 in Rectangular Trap/Tdang. Loading Loading a � a at VVV,_2t a a. a a U U v U U a VE c 4 UV �c ¢`re 100 Rectangular Loading r a a as U U o IN �c Q in Trep?dang. Loading a a VVV, a a� U cJ v �c 6� ¢ 120 Rectangular Loading it a '°a U _ 1?' c'9. ¢`rc in TrapiTdong. Loading a a a a_ U U v c Q K 140 Rectangular Loading r a a as tj U VVVm �c Q K in TraptTdang. Loading r VVV a as U U `<� 4 R 1601n Rectangular Loading a o. a_ U --. U a V. 2 c It Trapfidang. Loading a a_ U ti a �c 4¢ Rectangular Loading R as ci C1 v c 4a Trap/Ttiang. Loading m U Ci a �c 4� t70.0 170.0 620 70B 570.0 170.0 43b 624 770.0 170.0 744 850 170.0 170.0 478 584 17D.0 170.0 868 992 170.0 170.0 506 630 170.0 170.0 992 1133 170,0 lin10 519 661 170.0 170.0 1115 1275 170.0 170.0 521 677 170.0 170.D 1240 1417 170.0 170.0 521 680 170.0 152.2 14B8 1522 170.0 170.0 621 680 770.0 130.5 1735 1522 170,0 170.0 521 680 149.1 114.2 1740 1522 170.0 170.0 621 680 4Z in 48 in 50.625 in 170.0 747 170.0 553 17D.D 896 170.0 631 170.0 IM 170.0 684 170.0 1195 170.0 723 170.0 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 770.0 756 54 in 170.0 737 170.0 612 170.0 955 170,0 691 170.0 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 170,0 861 103.7 1353 770.0 861 90.2 1353 170.0 861 60 in 170.0 885 170.0 701 17040 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 f52.1 924 97.d 1218 146.1 913 83.5 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 1550 168.8 933 131.4 1150 153.0 914 1168 1150 141.9 898 105.1 1150 87.6 1150 126.7 871 75.1 1750 126.2 870 65.7 1150 1262 870 m 66 in 170,0 974 170.0 789 152.4 1048 165.8 861 130.6 1048 146.6 664 1%3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 A7635 76.2 1048 1094 821 65.3 1C48 108.2 818 57A 1048 108.2 818 VIVOc 72 in 740.8 880 147.9 764 117.4 880 126.0 748 t00S 880 110,8 734 88,0 800 100.0 722 78.2 880 92.0 712 70,4 880 56.7 880 79.2 693 50.3 880- 76.5 68B A4.0 88D 76.4 fi88 J76in 119.7 790 725.1 fi90 99.8 790 106,4 676 eS.S 790 933 663 74.8 790 83.9 652 66.5 790 76.9 643599 790 49.9 790 65,1 624 42.8 790 62.1 619 37.4 790 65.5 617 78 in 770.8 750 115.5 657 92.3 750 98.1 644 73.1 750 85.9 632 69.2 750 77.1 625 61.5 750 70,6 612 55.4 750 65,7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 65,5 586 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 3SI 563 40.9 462 31.0 563 35.2 452 25.8 563 33.3 445 22.5 563 31.8 442 96 in 59A 495 611 443 49,5 495 51.5 435 42.4 495 44.8 427 31.1 495 39.9 421 33.D 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 212 495 2fi.fi 394 18.6 495 25.0 390 IN in 41,7 391 42S 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 14.9 331 17.8 315 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 286 325 24.0 370 26.3 320 21A 370 22S 316 19.2 370 20.9 312 160 370 18.1 305 In 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 28C 19,0 1 317 19,9 276 16.9 317 17,9 273 [120 144 in 17.6 220 17.8 203 TABLE15B Anchor Ca aci Table tbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metat 5116" Eico 114' SS Else 5116" Else 1/4" SS Elco 410 Steel #12 Steel #72 Steel Anchor Type: 3/16" Elco Ultracon 114" Else Ultracon Ultrecon 3116" Else Ultracon 114" Elco illtracon AggreGamr Ultracon AggreGator Screw (GS) Screw (G5) Screw (G5) Anchor Clip Patterns 2-112" 1" 2-1/2" 2" 3-tl8" 2" 0.48" 0.54" 0.324" Edge Distance (In): 1" 2-1/2" 1" 2-k/2" 3-178" 1" Embedment(in): 1314" 1-3/4" 13/4" 13/4" 2" 1-1/4" 1-t/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 2" 1-3/8" 7-3/8" \edes O.C. / 2x5 Angle Clips I (Flg. 1): 390 Ins 390 fret 450 lbs 890 lbs 1700 Its 270 Ibs 280 Ibs 354 fits 740 Its 374 Ihs 720]us 946 Ina 341 Its 442 Its 560 lbs 2 Anchors @ 5" Min. (2) Its 540 €bs 5601hs N/A 1720 Ibs 748 Its 880 Ice 189216s 682 lbs 865 Its 1120 [us 4 Anchors @ 3.5" Min, O.C. 1(2) 2x5 Angle Clips 1(Fig. 2)1 780 Its 780 Ibs 790 Its 1670 Its 2525 -1522 �Ibs 2.71" Min. O.C. 1(2) 2x5 Angle Clips i (Fig. 3): 1120 lbs 1120 Ica 950 Ibs 2246 lot 2254 Ibs N/A 8401bs N/A 1059 Ibs N/A 13201bs N/A 1327 Its 16801bs 6 Anchors @ FIGURE 1: e FIGUR£ 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 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 FIN E 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 CAPACITY ADJUSTMENT (DP e) X (ANCHOR CAP.,,o„,,,�1 _ANCHOR CAR \MULLION CAP.r MIA. / 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 By MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AN CAPACITY TABLE. 30° SAY MULLION 3.250I >n ro 04 I O _u 4= Lf. W J J � _ O W C) O m o cc ~ (j H PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630"01 Expiration Date 05/26/2021 Miami-� de Product Control .�.. No.58705 Q� •. STATE ✓�t4l i ��'•R40RIDP. t5° G ®NAL A. L Ia I bILLER, P.E. FL P.E.# 58705 I ABLE IbA Mullion Capacity Table bsffe Opening Width (for vertically -spangling mullions) or Opening Height (for horizorllaily-spannirg mullions) 50 in 60 in 70 in 80 In 90 in - 100 in 120 in 140 in 1601n 3.26" 46 BAYMULLa Trap/Triang. Loading � a ELL �ci os�ua = Rectangular Loading � aU Trap/Tdang. Loading a aa - , cLEEx Rectangular Loading a 0 ¢ Trap/Tdang, Leading � a omora BeBeCe Rectangular Loading a oa �UN5 Trap/Tdaog. Loading 0o0 e Rectangular Leading u AZ. <W TraplTdang. Loading � x�a u o � a Rectangular Loading o � te Tmp?dang. Loading �� rw ¢r Rectangular Loading aa veo M`�� om¢r Trap/Triang, Loading a,� a ai �a_i_o w7 Rectangular Loading 01 a fla < rc TraplTdang. Leading aDEG.AL s �Be� Rectangular Loading FU a c_ a Trapfidang. Loading a�a a aa _rco Be r Rectangular Leading a �o^c is ¢r 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 170.0 521 170.0 1240 170.0 521 170.0 1488 170.E 521 170.0 1735 170.0 521 160.3 1871 170.0 521 42 in 170-0 48 in 170,0 708 170,0 524 170.0 B50 170.0 584 170.0 992 170-0 630 170.0 1133 170.0 661 1700 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.D 680 140.3 1637 170.0 680 122.8 1637 170.0 680 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 170.0 756 147.1 1552 170,0 755 126.1 1552 170.0 756 110.4 1552 170.0 756 54 in 170.0 797 170.0 612. 170.0 956 170.0 1116 170.0 754 170.0 1275 770,0 $03 170.0 1434 170A 837 1552 1455 170.0 856 129.3 7455 470.0 861 710.6 1455 170,0 86f 97.0 1455 170.0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 .211170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 99fi 125.7 1309 153.5 994 104.6T09157��Sl 982 B9.8 1309 157.1 982 7&6 1309 167.1 982 63 in 170.0 930 170.0 745 170.9 1115 170.0 850 -162.9 7247 170.0 940 142.5 1247 164.5 983 125.7 1247 1528 965 114.0 1247 744.3 952 95.0 936 87.4 1247 735.7 935 71.3 1247 135.7 935 66 in 170,0 974 170.D 789 170.0 1169 170-0 903 148A 1190 1637 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103,9 1190 1283 914 68.B 896 74.2 1190 118.1 893 16,1 89372 in 161.E 1010 769.8 877 734.7 1910 144.6 858 115.4 1010 127.2 842 101.0 101p 114.7 828 89.81010 105.6 $17 80.8 1010 98.8 807 67.3 795 57.7 1010 87.8 790 87.7 789 76 in IVA 906 $43.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 900 88.2 738 68.7 906 82.3 729 57.3 906 74.7 718 49.1 906 71.2 710 706 708 78 in 127.1 861 132.5 754 105.9 867 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 867 81.0 703 63,6 861 754 694 53.0 861 66.1 681 45.4 861 fi4.5 675 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 41.5 519 29 5 646 38.2 511 36.5 N56828.7 507 96 in 682 568 70.1 Soo 56.8 568 59.1 499 48.7 565 51.4 491 426 568 45.8 483 37.9 668 41A 476 34.1 568 38.1 470 28.4 568 33.4 459 24,3 668 30.5 452 28.7 447108 in 47.9 449 48.9 405 39.9 449 412 399 34.2 449 357 393 29.9 449 31.7 357 26.6 449 28-0 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 "19 20.4 361 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 28.2 352 22,1 425 24,0 358 18.4 425 20.7 350 15.8 425 18.8 343 120 in 34.9 364 35.5 331 29.t 364 29.8 S26 24.9 364 25.8 321 21.8 364 22.8 317 19A 364 20.5 313 17.5 364 18.7 309 144 h 23.2 253 1 20.4 233 16.8 1 2!L1 17.1 230 I HYiLI= l tit5 Anchor Ca act Table tbs Substrate: 27k Concrete 35k Cone. Hollow CMU Filled CMU PT Wood Mefat 5ri6" Elco '1/4" SS Elco 5/16" Elco 1/4" SS Elco #10 Steel #12 Steel #12 Steel Anchor Type: 3/16" Elbe Unseen 1/4" rice Ultraeon Ultracon 3/16" Elco Uitracon 1W Elco Ultracon AggreGator Oitmcon AggreGator Screw (GS) Screw (G5) Screw (GS) Anchor Clip Patterns 3-118" i" 2-1(2" 1" 2-1/2" 2" 3-i/8" 2" 0.48" 0.54" 0.324" Edge Distance (in): 1" 2-1/Z" 1" 21/2" Embedment (in): 1-3/4" 1-3/4" i-3Al 1-314" 2' 1-1/4" 1-A/4 1-7/4" 1.1/4" 1-114" 14/4" 2" 1-3/8" 1-318" series Clips / 11 390 Ibs 390 Ibs 450 Its 89a Ibs 170016s 270 Ibs 2fl0 Ibs 354 Ibs 740 Its - 374 Ibs 720 Ids 9461trs 341 Ibs 4421bs 560 Its ?Anchors @ 5" Min. O.G. I (2} 2x5 Angle (Fig. 3.5" Min. O.C. / (2J 2x5 Angie Clips / (Fig. 2} 7801bs 78016s 790Its15701bs 7525 lbs 540 Ihs 5601bs NIA 11201bs 7461bs BBO be 78921bs 6621bs 8851bs 17201bs 4 Anchors @ 2246 Ibs 2254 1hs N/A 840 16s iJ/A 10591bs WA 132016s N/A 10221bs 1327 Ibs 1680 Ibs 6 Anchors @ 2.71"Min O.C.1 (?) 2x5 Angle Clips / (Fig. 3): 1120 kbs 17201bs 95B Ibs 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. ALUMWUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK 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: /ANCHOR CAP.,"a,;,e„) _ANCHOR 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 AN CAPACITY TABLE. ® pN O w~j b V 04 i 2U rtY 0 U Z (� z y Q � Z 2 Q Q N Q CD Z � � a rn W R 60 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630"01 Expire Date 05/26/2021 No, 58705 O� •. TATE F (v ` O AL. P.E. FL P.E.# 58705 I-1.000"-7 ---1 1.000" -`- 1.000° �-- 1.0001.000" r-- .125" 2.750" .125" 3.125" 2.750" .125" .125" 2.000" 2.000" 1 .125" L.375" .375" A) -Du 111X 2°X.125"MULLION 1 " X 2" X.375" MULLION 1"X2.75"X.375"MULLION 1"X2.75"X.15EW MULLION 1"X 3.1257'X.5"MULLION 6063-T6 ALUM, 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063-T6 ALUM. X-SECTION X-SECTION XSECTION XSECTION X-SECTION .375" MINT +� ..II j-�.125" }-� �.125" -^i '•-.125" l 2X5 ANGLE CLIP STANDARD CLIP 6063-T6 ALUM.6063-T6 ALUM. X-SECTION 2.12612.000" X-SECTION U-CLIP 6063-T6 ALUM. 125" .125" X-SECTION --I .740" F-- S.Suu" CUT HERETO CREATE F-CLIP, SEE .3 �MIN. r8 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+ 1/1611 . 75" 5.000" .338" MIN.------------- } .375" MIN. MIN. ------ I I 1 I I B 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 + 1/16", 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-ry.zso"--I 125" 3.188" rr.265" I 3.188" X .265" MULLION 6063-T6 ALUM. X-SECTION 2XS ANGLE CLIP fi063-T6 ALUM. TCPVIEW Mull Dimension (sheet#) Mullion Std. Clip 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 2,75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X,650" (8) 66608 666116M 6661121M 666246M 666514M 1" X 3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26"X2,11" X.125" (18) 69370 N/A N/A N/A 666617M OFFSET CLIP C NOTES: 25" 6063-T6 ALUM. I TOPVIEW - ry) HOLES TO i3E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 740"-i---�-1 rE 2) SEE SHEETS 5-9, 12 & 78 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS &ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 2.116" 125" 900 " L26" X 2.11" X A25" MULLION 6063-T6 ALUM. X- SECTION Dimension Value (in) For Mullion: A 1,625 B 2.654 Aluminum C 0.895 Tube Mullion D 0.740 A 1,125 B 2.404 lotX2" X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 it'X 2.75"" X 375 Aluminum C 0.757 Tube Mullion p 1.118 A 1.312 1" X2.75" X B 3.000 .650" C 0.476 Aluminum p 0-836 Tube Mullion A 2.000 B 2.637 1" X 3.125" X 500" Alum C 0.863 Tube Mull D 1.137 A 2,625 B 3.262 126" X 3.188" X.265" Alum C 0.862 Tube Mull D 1,762 1.26" X2.11" x A 1.813 .121" Alum Tube Muil v o z Tam 0 t) w x K z w 0 z By PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 � �'='------ Miami- a Product Control OCENgF < No. 58705 A. f'N�I�II // / F'Rpil&87 5 \ OFFSET CLIP C NOTES: 25" 6063-T6 ALUM. I TOPVIEW - ry) HOLES TO i3E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 740"-i---�-1 rE 2) SEE SHEETS 5-9, 12 & 78 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS &ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 2.116" 125" 900 " L26" X 2.11" X A25" MULLION 6063-T6 ALUM. X- SECTION Dimension Value (in) For Mullion: A 1,625 B 2.654 Aluminum C 0.895 Tube Mullion D 0.740 A 1,125 B 2.404 lotX2" X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 it'X 2.75"" X 375 Aluminum C 0.757 Tube Mullion p 1.118 A 1.312 1" X2.75" X B 3.000 .650" C 0.476 Aluminum p 0-836 Tube Mullion A 2.000 B 2.637 1" X 3.125" X 500" Alum C 0.863 Tube Mull D 1.137 A 2,625 B 3.262 126" X 3.188" X.265" Alum C 0.862 Tube Mull D 1,762 1.26" X2.11" x A 1.813 .121" Alum Tube Muil v o z Tam 0 t) w x K z w 0 z By PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 � �'='------ Miami- a Product Control OCENgF < No. 58705 A. f'N�I�II // / F'Rpil&87 5 \ v o z Tam 0 t) w x K z w 0 z By PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 � �'='------ Miami- a Product Control OCENgF < No. 58705 A. f'N�I�II // / F'Rpil&87 5 \ 0 t) w x K z w 0 z By PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 � �'='------ Miami- a Product Control OCENgF < No. 58705 A. f'N�I�II // / F'Rpil&87 5 \ -'1 1.000" h�- - 1 1.000" [ - 25" ill X 4"X .125" MULLION 6063-TB ALUM. X-SECTION t"X4"X.375" MULLION 6063-T6 ALUM. X-SECTION 1.25" X 3.25" X .100" 1.25" X 3.25" X .624" MULLIDN MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION osz"-1 .385° 125" 031 1" X 4" X .375" "T"-MULLION 6063-T6 ALUM, X-SECTION I-- 1.25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION I { I .125" STANDARDCLIP 6063-TU ALUM. X-SECTION r.125" 5.500" 74011 -I--{ ,125" 2.125" U-CLIP 6063-T6 ALUM. X-SECTION 125"� CUT HERE TO 375„ .375" 3.125" -I CREATE F-CLIP, SEE MIN. I DETAIL F, SHEET 4 u T� I -- i I I I i I I I i I I I i I I I 1 I III i I P 2.87511--- I 1 i I I I 1 I I I I i I I I i I I 3.469"� .125 .375„ 1.377"� 125' 1.877" MIN. i .125" .125" 45" 2.2; I 30' 3.250"45° BAY MULLION 3.250" 30" BAY MULLION 6063-T6 ALUM. 6063-T6 ALUM. 1 X-SECTION X-SECTION .228" j 4"-i .226"j �. 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 ➢IAMETER+ 1116". .375" i I I i I I I 1 I I I I I I I i I I 1 I I i I I I i i I I i i 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. -{ F--.125" 2X5 ANGLE CLIP 2.000" 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+ 1fi 61 . 375" 125" 5.000° .375" MIN. CENTER ANCHOR HOLE I i I MUST LIE WITHIN 1 THE DASHED I i BOUNDARY. SEE I I SHEETS 10.17 FOR THE F -I ANCHOR O.C. I DISTANCE. MAXIMUM I ANCHOR HOLE DIAMETER: ANCHOR -----J DIAMETER + 1116". U-CLIP fi063-T6 ALUM. TOPVIEW TABLE C Dimension Value Qn) For Muiilon: F 3.687 1" X4" X ,125" Aluminum Tube Mullion G 1,000 H 2.680 I 3.000 F 3.187 1"X4"X .375" Aluminum Tube & "T' G 0.757 H 2.430 3.000 F 2.250 1,25" X 3.25" XA1 0" Aluminum Tube Mullion G 01750 H 1,500 3,250 TABLE C, CONT. Dimension Value (in) For Mullion: F 1.938 3.25"X3,25" X .624" Aluminum Tube Mullion G 0,500 H 1,438 I 3.250 F 2.625 1.25" X 3.94" X.624" Aluminum Tube Muilion G 1.125 H 1,500 1 3.250 F 2,813 30' Ba Mull F 2.875 45" BayMull ®opa n +o Sti 0 MIN. Q J Z p Q rn CL Q 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet #) PGT Part# Mul€ion Std. Clip OBset Cgp U-Clip Angle Clip 1" X4" X.125" (to) 69364 666111M 6661122M 666241M 666518M 1"X4"X.375"(11) 66610 666112M 6661123M 686242M 666519M 1" X4" X.375"'T' (11) 66653 666112M 6661123M 666242M 666519M X3,25" X,100" (13) 2016=0312 6661127M 6661124M 6662410M 6665115M X3.25" X.624" (14) 20161/20315 6661128M 6661125M 6662411M 6665116M X3.94" X.624" (15) 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 WA NIA WA 6665110M 45 Degree (20) 66650 NIA N/A N!A 6665111M � � Z PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0630.01 Expiration Date 05/26/2021 I I1111 III/� �\ ��•'•L\GENSF M/CC� yF : No. 58705 22 O�L'%- SSST TE O / : •1C7�� ; ANAL 11 1EN \` A. LYNN MILLER, P.E. FL RE,# 58705 TABLE E ®oN o e 1 1 a� T U O le K le STANDARD CLIP U-CLIP C 2X5 ANGLE CLIP 6063-T6 ALUM. 60B3-T6 ALUM. f fi063-T6 ALUM. �z O 2.000" X-SECTION 2.125 X-SECTION 2.000" XSECTION NOTES:LO LL LL N 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" .125 125 U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. w 0 m N LU 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE W z W —1.490"� o HOLE LOCATIONS. f-1.490"--i W J = 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - J - W 5.500 ~ U o" 5.000" .375" U=' LU 00 m LU �2.000" .375" 375" MIN. J F z0 (0 O MIN. to z -- -- - z W 6 > 2---------------1 y Z rn oU w p d >>O ao 2z 4.000„ O Q J r 8,� + 3.438" PC _ — _ — _ _� z Z U Q O) .250" 2" X 4" X .25' 3.438" r �Z ,. Z MULLION a Q 6063-T6 ALUM. X-SECTION --------------------- MIN 'I- W O 11 STANDARD CLIP I 2X5 ANGLE CLIP (q U ¢ 0 U-CLIP, 6063-T6 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-Tfi ALUM. a Z tR (p By .250" WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SED FOR 2" X 4" MULLION, SHEET 16 y m TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW O >0 SHEETS 16-17 FOR THE ANCHOR O.C. a. c SHEETS I6-17 FOR THE ANCHOR O.C. O 31Y mD' DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16", WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER+1116". SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED 5 500" DISTANCE. MAXIMUM ANCHOR HOLE as complying oewith the Florida DIAMETER ANCHOR DIAMETER +1/16". 5.000" BOA -No. 17-0630.01 r-2.000"—, .375" .375" Expiration Date 5/26/2021 MIN. MIN. .376" 1 Miami ell, de Product -�-- T--------------------- uct Control I I I I I I I I I 6.000" Ce 5.438" 11111111/ 5.a3s" LYNNdb �f 2"X6"X.25' p \��•' LIGENS�'•. �t i MULLION 6063-T6 ALUM. ,375" _ No. 58705 IF IFI X-SECTION _ L-_-___-__ MIN. -- - %�O •• ST EO i L- U-CLIP ZX5 ANGLE CLIP i�s 'FZORIDR..•'G\�� 11111 .250" STANDARD ADLUMP ,7 /S ®NAL V_` �� \ 6063-T6 ALUM. 6063-T6 ALU M. / TOP VIEW USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW // / I I Fo\ TOPVIEW A. LYIVNMItI!L�R, P.E. FL P.E.# 58705 Mull Dimension PGT Part (shee4#) # Mullion Sid. Clip U-Clip Angle Clip 2" X 4" 66602 666261 M 666271 M 6665112M 2" X6" X.25" (17) 66604 666262M 666272M 6665113M CUT HERE TO 3.500" - CREATE F-CLIP, DETAIL 375' _SEE r SHEET4 I I I I I II I f I I I 3.43 I I I I I I D CUT HERETO 3.500"^i CREATE F-CLIP, CE SEE DETAIL F, r SHEET -375" MIN. I I I I I I I I I I I I I I I I I I I II I I I I I I I f I I I I I II I I 4.688" s.a3s° I I I I I I 1 � I 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 m EXAMPLE ®oN 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65". REFERENCINGSHEET25, THE COLUMN USING $ u NO ANCHORS --- 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 +60,0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE °` o 2U FROM TABLE 3A, SHEET 7, THE 11X 2.75" X MULLION (LENGTH = 72, OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD -SEE .375" m FENESTRATION EDEA NOT BE SUITABLE FOR THIS APPLICATION. w PRODUCT'S FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE \ OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LO N 7211 MULLION LENGTH 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 dd. y U F 4 Q ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. z wN W SEE DETAILS, I S 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL U) SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W O THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF 636 LBS - ~ cc+) LULI z NO ANCHORS IN WINDOWSILL 32" ' MULL WIDTH (60 PSF) X ( ) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 46) Q OPENING WIDTH 72.7 PSF z z -- otsi THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH IS 2-3/8, THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/-55.0 PSF. J o` XZ Q r FOR THE VERTICAL MULLION: z 4 N 0 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH 1S 32"+72"+V=105" AND THE OPENING WIDTH IS 36"+36"+1"=73". REFERENCING SHEET 25, Fd- z co r O 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 g MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. U) woo EXAMPLE 2: MULTIPLE MULLIONS - - W d FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X MULLION (LENGTH = 108, OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF d' MULLWIDTH SEE DETAILS, SHEETS 2-3 .375" AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U - FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 10811, OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-647 PSF WHICH EXCEEDS THE REQUIREMENTS 0¢.. o W Z O OD FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. n €O mO 32„ 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 H ~ FENESTRATION DETAILS, 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 PRODUCT'S APPROVAL 2-4 THE 73" DIMENSION (35-1/2"+35-112"+2"=73"). as complying with the Florida Building Code - - - 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NOA-No. 17-0630.01 CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICALI-- �- USING THE 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 LENGTH DETAILS, SEE DETAIL E, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. > / > _ By $ FOR THE HORIZONTAL MULLIONS: Minmi- de Product Control OPENING SHEETS2-4SHEET � HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VEHORRTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR MULLION TYPE COULD BE CHOSEN. H IZ MULLION 72 IS OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE �U_' 1) THE MULLION LENGTH 36" AND THE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +jt170.0 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) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 541 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED I 1 I I 1 I I I L T ANCHOR CAPACITY OF 521 LBS.�0NY LYNNq�'�. I'DRI2. 3s^, HORl2. 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 '% ��`.• \GENS�. •.,/��� �35^, MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS-THE A l� �"r l OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW, _ NO- 58705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:�„;. - `Tfj' +/-64.7 PSF FROM THE VERTICAL MULLION; ATTACHING TO CMU; \ +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION % ® S ATE F ". <!/\ +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). ��C�S';c40R1D?. •llG®� THE LOWEST DESIGN PRESSURE IS +/-64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. _ • /22/siONAL11 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION 'K '- PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN o A. LYIVk!VIILLtL,1R, 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 SILL OF WINDOWS NOT ANCHORED oo P roDOOR HINGED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION � PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 1 LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDALJTRIANGULAR LOADING: PW HINGED DOOR oo LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES v o an e 04 O I CWi• z` n 5 e 0 oz N 0 M LOADING OF VERTICAL MULLION I 0 U) CO U 0 0 0 O E E Zm0 0 a a m0 SH/DH O 3 U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 LOADING OF HORIZONTAL By MULLION Miaifil-Dade ee Produce 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY DE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3)SEE PRODUCTS'APPROVAL FOR ACTUAL ANCHOR LOCATIONS. _ No. 587o5 (/zi ri -- r Q TqT r 41/�� OR I SNAL A. LYNNIMIILdEl�, P.E. FL P.E.# 58705