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HomeMy WebLinkAboutProduct Approval (3) ,.r • a b b • e . b BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications FBC Staff BCIS Site Map Links Search j b a 0,zP.,rER oduct Approval y P r :Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail RECEIVED n + FL# FL12078-R6 Application Type Revision SLP U 9 20,18 Code Version 2017 Application Status Approved ST, wgie f;Omnn-YI rLs,rn ttln Comments Archived l Product Manufacturer Associated Ma I' nId 'P Address/Phone/Email 3773 State .a d Cuyahoga Fa ,OH 4�2�E O (330)922-2108 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King,P.E. Validation Checklist=Hardcopy Received Certificate of Independence FL12078 R6 COI (a)Certificate of Independence,odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.8 Product Approval Method Method 2 Option B Date Submitted 07/29/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/02/2017 Date Approved 10/10/2017 Summary of Products Model,Number or Name Description 12078.1 a.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post.(at head and sill)Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.1.odf window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.2 b.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post(at Sill)and the Bull Nose(at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a)Eval 12078.2.odf window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.3 c.3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post(at head and sill)Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.3.odf window size. Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.4 d.3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post(at Sill)and the Bull Nose(at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.4.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6'AE (a)Eval 12078.4.odf window size. Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.5 e."i"Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post(at Head and Sill) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a)Eval 12078.5.Ddf window size. Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.6 f. "i"Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II U Inst 12078.6.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R6.AE (a) Eval 12078.6.odf window size. Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 12078.7 g."C-Class"Series Structural Mullion Clipped Steel.2.0",2.25"and 2.5"Bar Mullion for use on Wood and Masonry Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a)Eval 12078.7.Ddf window size. Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations, installation instructions and product particulars. 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Product Approval Accepts: FORM 99 IM, Credit Card'° Safe _ � u ASSICCIATED MATERIALS ' I N C �O R P O�R�A T E D r Z iY J in 3773 STATE ROADw � `Zo-- CUYAHOGA FALLS,OH 44223 v-=. - _6„ 3100 STRUCTURAL MULLION MAX. COMBINED MAX. COM81NE0 '''x111111, �„ 0 N Z 0 DIMENSION IS 908 DIMENSION IS 108" $ Em VJi�I W2WiW2 u ,g 960a. d � a m' a 0 E 0 3d b� LL MULLION GOAL POST STYLE BRACKET GLAZING GLAZING GLAZING GLAZING 3 (AT HEADAND.SILL) PRODUCT PRODUCTS PRODUCT PRODUCT Z a In n p O GLAZINGCd z n 8 GENERAL NOTES: PRODUCT EJ) z 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Balding ¢Z F Code(FBC)excluding the"High Velocity Hurricane Zone"and conforms to the requirements of FBC P m w� S Chapter.l7. 0. w z - ul 2. Wood bucks by others,must be anchored property to transfer loads to the structure and be reviewed L " by the Building Official. o 0 0 m o n iz 3 3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. a a 0 4. When used in areas requiring wind home debris protection,this product does not require protection m from an impact resistant covering when used in Wind Zones 1,2 and 3.as defined b ASTM E'1996;in p y MAX. COMBINED MAX. COMBINED W nd Zone 4;as defined by ASTM E 1996,this product must be protected with an inpachresatant DIMENSION IS 108" 75 covering complying with FBC Sections 16071y2 8 R301.2.12 DIMENSION IS 108" m m Wi W2 Wl W2 ncYiv 5. Separate product approvals for each glazing product used with these mullions must be.submitted r $m N v along.with"this.mullion product approval. d S W o o .o W O 8 in 6. Anchoring_of each glaring product to the mullion shall be as shown m each individual glazing N product approval. GLAZING GLAZING GLAZING GLAZING e h PRODUCT PRODUCTPRODUCT PRODUCT RIZ 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. a noto GLAZINGz n is o I, B. Muton Design Pressure Rating,see Load Rating Table Sheets 2 and 3 of thls.drcrwingc p o a>> 3 PRODUCT j Q 0 9: The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as ' m w a GLAZING GLAZING this approval or the design pressure rating of the individual glazing products used. GLAZING GLAZING N o o o s PRODUCT PRODUCT PRODUCT PRODUCT �h.,_ 4 LL 10. Bounding box dimensions for geometric shapes must be equal to or less than the rectangular a w z o° dimensions shown herein. n aair:: 12111108 = < TABLE. OF CONTENTS NTS 3 w SHEET DESCRIPTION owc:ef. DWS m v' 1 TYPICAL ELEVATIONS &, GENERAL NOTES TYPICAL MULLION CONFIGURATIONS C"K.�: LFS ; 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS MWK.Ko.: - 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS FL-12078.1 N 4 MULLION SECTION AND ANCHORING DETAILS sxFr 1 or 4 c {-- W1-{ W2---{ •• 3100 STRUCTURAL MULLION LOAD TABLE(PSF) rrs49uraRr wmm ''••� �' 28" 30' 32" 34' 38" 38' 40' 4T 44" 46, 48' 60" 64' �: L! ,� M 76" 64.43 60.62 57.29 54.36 51.77 49.45 47.35 45.42 43.65 4200 40.48 39.06 36.51 _(Zj; :<` ¢, GLAZING GLAZING 72' 76.8 71.78 67.87 64.43 61.39 58.64 56.14 63.83 51.71 49.75 47.93 46.24 43.20 PRODUCT PRODUCT 70" 8326 6.39 74.15 0.41 67.10 64.08 61.33 58.81 56.48 54.33 5234 50.49 47.15 %O" ��a °w�C;sr q O II 88' 100.08 94.8 89.1.15 85.85 23 84.78 80.6 77.71.16 73,52 � 73.77 0.67.17 71 67.89 65.29 6288 60.64 56.6 ''i�iy•''••••. '••��`` y ri 64' 110.20 103.86 98.33 93.42 88.97 84.92 81.23 77.85 74.73 71.86 69.20 66.73 628 ' 7711 1111 1�` zo 000 0 82' 121.00 114.6 108.69 103.8 98.30 93.81 89.71 85.96 8251 79.32 76.38 6.64 68.71 N o z Sr 18.00 120.00 120.00 114.44 108.95 103.95 99.39 9522 91.38 87.84 64.57 81.53 6.06 ^ $ E K m n o 120.00 18.00 120.00 18.00 120.00 115.58 110.49 105.83 101.55 97.60 93.95 90.56 84.46 \ > c 9 0`a 66' 120.00 18.00 18.00 18.00 121.00 120.00 120.00 118.05 11294 108.03 103.53 99.38 9202 v^ a N a m cs d a a 64• 120.00 120.00 120.00 18.00 120.00 120.00 120.00 120.00 120.00 116.18 111.34 106.88 98.96 1 .5 4 62" 120.00 18.00 120.00 18.00 120.00 120.00 120.00 120.00 18.00 121.00 18.00 115.25 106.72 a 0`z TRIBUTARY WIDTH - W i + 002 2 50' 18.00 120.00 121.00 120.00 121.00 120.00 18.00 18.00 18.00 120.00 18.00 120.00 115.43 . rL 2 Q 48• 120.00 120.00 120.00 18.00 121.00 121.00 120.00 12D.00 18.00 120.00 121.00 18.00 18.00 A j 46• 120.00 121.00 18.00 121.00 120.00 120.00 120.00 120.00 18.00 120.00 120.00 120.00 18.00 m I 001 W2 X 44' 120.00 120.00 18.00 18.00 120.00 120.00 121.00 120.00 120.00 120.00 12).00 18.00 18.00 JOf v ^'ll 42" 18.00 120.00 120.00 18.00 121.00 121.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 o 40" 18.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 18.00 121.00 w= 38' 120.00 121.00 121.00 18.00 18.00 121.00 120.00 120.00 121.00 120.00 121.00 120.00 121.00 m 36" 120.00 120.00 18.00 18.00 121.00 120.00 120.00 120.00 121.00 18.00 18.00 120.00 120.00 -, J GLAZING GLAZING ¢° 34• 120.00 120.00 18.00 18.00 120.00 120.00 120.00 121.00 18.00 18.00 120.00 121.00 121.00 o PRODUCT PRODUCT n 32" 120.00 120.00 120.00 18.00 120.00 121.00 121.00 120.00 120.00 18.00 18.00 120.00 120.00 c� w oJN GLAZING z 0 30" 120.00 18.00 121.00 18.00 121.00 120.00 120.00 120.00 120.00 121.00 121.00 120.00 120.00 N Z 8 PRODUCT o 28" 120.00 120.00 121.00 18.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 121.00 0n a �o a 26' 120.00 120.00 120.00 18.00 121.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 I o o 3 24" 120.00 120.00 121.00 18.00 120.00 120.00 120.00 121.00 18.00 120.00 121.00 120.00 18.00 o INSTRUCTIONS FOR USEOF THE MULLION LOAD TABLE: a a 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS m SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 0 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION v v SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND m TRIBUTARY WIDTH DETERMINATION. v^ 0 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE Q: E z MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD o Eo RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE F':c w o rn DESIGN LOAD REQUIREMENT DETERMINED 1N STEP 1 ABOVE. is za N tao o mo e kok12 a O o 0 o n. ti � �Q�7 =_ Gag 2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF b!2 F a i 0 THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE a n w p a INDIVIDUAL GLAZING PRODUCT APPROVAL. z DATE'12/11 OS b a 2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE srnOF NTS F5 INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AND AT 15" O.C. MAX. SPACING. W. DWS m CHK BY: LFS 3 NOTE. A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE EFL-lo rc MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED 78.1 SECTION THRU MULLION FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. n F 4 o a 3100 STRUCTURAL MULLION LOAD TABLE(PSS . ............. W1 W2^-� TRWTARY WIDTH �Q' •'• y'' •' 28" 30' 32" 34" 38" 38' 40' 42" 44" 46" 48• 50' S4' TB" 64.43 60.62 57.29 54.36 51.77 49.45 47.35 45.42 43.65 4200 40.48 39.06 36.51 Z 72" 70.94 67.37 64.29 81.60 59.26 67.14 55.17 53.33 51.61 49.75 47.93 46.24 43.20 z �' O, GLAZING GLAZING ° o m CE ° PRODUCT PRODUCT 70" 73.47 89.82 66.67 63.93 61.52 69.31 57.24 55.32 53.52 51.83 50.25 48.76 46.03 :01:, g`� t m ro y 68" 76.19 72.45 69.23 66.44 63.93 61.60 59.44 67.43 5554 63.78 52.13 50.57 47.72 ,i,Y•••..,_ a9`� .1 o m m 66' 79.12 7200 69.13 rA.D5 61.79 59.67 57.70 5&85 54.i2 52.49 49.52 X 64" 8229 7537 75.00 72.00 69.2 68.87 8429 6207 60.00 5806 56.15 54.55 51.43 i, 'Tlll 1111 o M m i 62" 85.71 81.70 78.23 75.07 72.16 69.46 66.96 64.63 6246 60.42 58.52 58.73 53.47 i n x 0 4 60" 89.44 85.33 81.70 78.37 75.29 72.45 69.82 67.37 65.06 6295 60.95 59.08 55.65 0 z Em L__IL 58" 93.51 89.27 85.43 81.91 78.66 75.67 72.89 70.31 67.90 6566 63.56 61.59 57.99 \ N S o 9 m o a 56" 97.96 93.51 89.44 85.71 8229 79.12 76.19 73.47 70.94 68.57 66.36 64.29 60.50 V It a N a m a a 2 54" 102 .81 98.06 93.77 89.82 86.20 8285 79.75 76.88 74.20 71.71 69.38 67.19 63.21 VV p 4 52" 108.07 103.04 98.48 94.27 90.42 86.88 83.60 80.56 77.73 7510 72.64 70.33 66.13 E Oz N 50" 113.76 108 42 103.55 99.10 95.01 9125 87.77 64.55 61.68 78.77 76.17 73.73 89.29 p� TRIBUTARY WIDTH W7 + W2 p 48. 120.00 114.29 109.09 104.35 100.00 96.00 9231 88.69 8571 8276 80.00 77.42 72.73 m 2 46" 120.00 120.00 115.14 110.08 105.45 101.19 97.26 93.62 90.25 87.11 84.18 61.44 76.47 44" 120.00 120.00 120.00 116.36 111.41 106.86 102.67 98.60 9521 91.87 88.75 85.84 80.56 v W1 ��W2 42" 110.00 120.00 120.00 120.00 117.97 113.11 108.63 104.49 100.66 97.09 93.77 90.67 85.05 g o 40" 120.00 120.00 120.00 120.00 120.00 120.00 115.20 110.77 106.67 10286 99.31 '96.00 90.00 w0 38" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 117.73 113.33 109.25 105.45 101.90 95.48 �¢ 38" 120.00 120.00 120.00 120.00 120.00 110.00 120.00 120.00 120.00 118.36 112.28 108.47 101.59 F w r GLAZING GLAZING 2. 34" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 _ 119.94 115.84 108.42 cack: PRODUCT PRODUCT a 32" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.13 w �� 30" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 o GLAZING Z II 28• 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 V) PRODUCT X 26" 110.00 120.00 1,, 120.00 120.00 120.00 120.00 120.00 120.00 120.0D 120.00 120.00 120.00 o o �z 24" 120.00 120.00 120.00 120.60 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0 I a o INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:IL a a 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS m SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 0 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND 4m ta E2 TRIBUTARY WIDTH DETERMINATION. nU� e 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE N m N U TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE m V) 3 MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD poo o W 2 W O RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE U DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. n �i 0. a O� ruc:= 0 0 0 0 _ m FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF ^m < THE FOLLOWING: r o 0 5 o n nn m 1. SUBSTITUTE (1woo FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. z oA>E 12/11/08 zo a 2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE NTS ° INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH Gwc BY: DWS m END AND AT 15" O.C. MAX. SPACING. cwc 9Y: LFS 3 •a NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE GNAVANG NO.: ° MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 0 SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N SHOT 3 OF 4 G a 5.5" (4) 1/4" ELCO ULTRACON CONCRETE SCREWS 75" rn 03 500 �w a D D (2.5"vMIN. EDGE,DISTANCE, 15" MIN. OD.0.) ��yX°*... ��o•a&&TW0,,moi mp ` 0.75" Wim=yr to, 4/ofd m o9mm•°; n6 z �o n oid d co z n e Em mmo. i �o N e Hg 6La to 3,000 PSI CONCRETE 0.125 n CONFORMING 70 ACI 301 \f o n N o OR HOLLOW BLOCK W `off 0"727" 1.0" CONFORMING TO ASTM C90 N o S 5.2 -L; -TT) Z ANCHOR THROUGH IX BUCK � $S MULLION ANCHOR BRACKET in ANCHOR TO MASONRY MAT'L: 6063-T6 0.75" ^ USING 1/4" X 2-1/4" USING 1/4" X 1-3/4" za " w a CONCRETE SCREWS CONCRETE SCREWS z F �- U k DO NOT USE CENTER HOLE FOR 41 2 CONCRETE SCREW 1NSTALLA710N (6) #10 x 1-1/2" WOOD SCREWS N o= (3/4" MIN. EDGE DISTANCE) n w � a JZ MULLION o o �¢ MAT'L• 6063-T6 n o o s o a a ll r, � m n M= o N N o * f —0LO O. p o 2X MAT L n t v �g GPOU42 ORNBETTER N m N U N } I 0.75" _ z z e JJII 0.75 m u W v9_i 0.375" ���N Vi / #8 X 3/4" SMS ANCHOR TO 2X STUD OR TO 2X BUCK °I�yn 0 125" 8 X 314- SMS USING #10 X 1-1/2" WOOD SCREWS04 Q o a n � � oppo itk;;> 0.727" S>> z QN O _________________ neo in^ YF N O p p 0 $ MULLION ANCHOR OFFSET BRACKET ® o ® z MAT'L: 6063-T6 ©�© (4) #10 X 3/4" I I DAM 12111108 0 a SHEET METAL SCREWS '�X HORIZONTAL uaE; NTS v (1/2" MIN. EDGE DISTANCE) ALUMINUM MULLIONrnvc DWS m' (UNDER SEPARATE CHK as LFS 3 APPROVAL) °o BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING 3100 MULLION wuvnHo NO.: 1 FOR CONCRETE SCREW CONNECTIONS & FOR WOOD SCREW APPLICATIONS FL-12078. n SMS SCREW (MULL TO MULL) CONNECTIONS (OFFSET BRACKET SHOWN) Mln SON 70 MULLION ANCHORING SHEET 4 or ¢ V f. 6