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HomeMy WebLinkAboutProduct Approval I .8/22/2019 -Miami-Dade County Miami-Dade County Buildings Product Information for N.O.A. 17-0809.30 NOA r" 17-0809.30 i _(library_/productcontrol/noa/17080930.pdf) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Doors Subcategory Sectional Material Steel Applicant Clopay Building Products Company(pc-result detail app.asp?app alias=100137) Expiration—Date July/21/2021 Impact—Rate Large and Small Missile Impact Maximum—Design—Pressure—Positive 46 Maximum_Design_Pressure_Negative 52 Description Modern 2A Intellicore W8 DP46T Steel Sectional Garage Door up to 16©-2®Wide w/Optional Impact Resistant Lites Green—Sustainable—Attributes NONE For a detailed description on the File Status, click the NOA File Status Ke in key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIAMI•QADE 0 https:/Iwww.m i am idade.g ov/bu ild ing/pc-result_app.asp?fid N OA=17-0809.30&Basi cSearch=Go&Classification=0%2C U n known+%2 F+Unselected%2C... 1/1 f MIAMI•DAbE MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Miami,Florida 33175-2474 (RER) BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwNv.miamidade.Eov/economy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Modern 2"Intellicore W8 DP46T Steel Sectional Garage Door up to 16'-2" Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT:Drawling No. 105002,titled"Modem Steel 2" Intellicore+46/-52 psf to 16' Wide",sheets I through 4 of 4,dated 05/25/2016,with revision 1 dated 07/18/2017,prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield,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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after arenewal 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 ofNOA. LD11TATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami-Dade County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports.Only coils with average yield strength of 30,000 psi or more shall be used to make door panels for Miami-Dade County under this Notice of Acceptance. 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#16-0607.10 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 Carlos M.Utrera,P.E. NOA No 17-0809.30 MIAMI-Di COUNTY Expiration Date: July 21,2021 Approval Date: November 30,2017 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBAUTTED UNDER NOA#16-0607.10 A. DRAWINGS 1. Drawing No. 105002,titled"Modern Steel 2"Intellicore+46/-52 psf to 16' Wide", sheets 1 through 4 of 4,dated 05/25/2016,prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield,P.E. B. TESTS Test reports on 1 Uniform Static Air Pressure Test Loading per FBC TAS 202-94 1. p ) t, g 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per.FBC,TAS 203-94 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-tip drawings and ins tallation diagram of 16'2"x 8' 27 a(0.016")steel garage doors Model 9202W8 with Lexan polycarbonate windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0330.01-15, dated 04/16/2015,signed and sealed by David W.Johnson,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows,prepared by American Test Lab, Inc.,Test Report No.ATLNC 1105-01-13,dated 01/14/2014,signed and sealed by David W. Johnson,P.E. 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.7890,dated 10/01/2014, signed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 06/01/2016, signed and sealed by Mark Westerfield,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) �t�l p2017 Carlos M.Utrera,P.E. Product Control Examiner NOA No 17-0809.30 Expiration Date: July 21,2021 Approval Date: November 30,2017 E-1 v Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015,expiring on 07/17/2018. 2. Notice of Acceptance No. 17-0410.01 issued to Covestro LLC for their Makrolon Polycarbonate Sheets,approved on 06/08/2017, expiring on 08/27/2022. 3. Test report on Surface Burning Characteristics,per ASTM E84 of the polyurethane foam insulation,prepared by QAI Laboratories,Test Report No.RJ2814-3,dated 10/14/2013, signed by Greg Banasky. 4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM D1929,prepared by UL LLC,Test Report No.4786399941/R5692,dated 05/20/2014,signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance to 51 edition(2014)FBC issued by Clopay Building Products Company,dated 06/01/2016,signed and sealed by Mark Westerfield,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/01/2016,signed and sealed by Mark Westerfield, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 105002,titled"Modern Steel 2"Intellicore+46/-52 psf to 16' Wide", sheets 1 through 4 of 4, dated 05/25/2016,with revision 1 dated 07/18/2017,prepared by Clopay Building Products Company,signed and sealed by Mark Westerfield,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010, 5th Edition(2014)and 6`h Edition(2017)FBC issued by Clopay Building Products Company,dated 08/02/2017,signed and aled by Mark Westerfield,P.E. !r r7 Z 17 Carlos 1VL Utrera,P-E. Product Control Examiner NOA No 17-0809.30 Expiration Date: July 21,2021 Approval Date: November 30,2017 E-2 4 3 2 1 BRAND MODERN STEEL COMMERCIAL DOORS SHEETREVISIONS FLUSH GROOVED FLUSH GROOVED 1 OF 4 REV. NO. ZONE DATE ECN NO. APPVD: DESCRIPTION ( 1 CL.OPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 - 5/2016 - MWW REVISED FOR RELEASE 01 - 7/18/17 - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EOR10N FBG. HOLMES 7208 7209 -- C7R20 MIXED GLAZING SHOWN. $14x5/8'SHEET D OPTIONAL IMPACT RESISTANT GLAZING. ETAL SCREWS D (1) 20 GA. BACKER EXTERNAL MAXIMUM GLAZING SIZE (DLO) IS 460 PLATE AT EACH INTERMEDIATE 39-1/4"x13-1/4'. GLAZING MAY BE HINGE LOCKTION,ATTACHED SHORT-PANEL OR LONG-PANELSEE 1/4'x3/4'SELF WITH DOUBLE SIDED ACRYLIC SECTION B-B ON SHEET 2 FOR DETAILS- TAPPING SCREWS. ADHESIVE TO BACK OF DOOR. GLAZING MAY BE INSTALLED IN ANY D LOCATION IN ANY OR ALL SECTIONS. 14 GA. END HINGES 14 GA. INTERMEDIATE HINGE DOOR HEIGHT p OF # OF # OF ------------------- -------- ------- F7� ------- -------- -------- VIEW B �EILO .-SECTIONS- 'U-BARS' T-STRUTS 6'3' TO 8'0' 4 4 4 I ¢ Pf —f� J` P' '� Pr J� I f I SEE END HINGE VIEW 13. 8'3' TO 10'0' S 5 5 o I ' 10'3' TO 12'0' 6 6 6 I 12'3' TO 14'0' 7 7 7 14'3' TO 16'0' 8 B 8m3 1 I 1 1 I I I I I I SEE INTERM. HINGE VIEW C. II�O I I I ya I I I I I I C 16'3' TO 18'0' 9 9 9 F II y I ¢ JC 1 1 fr � y I I � pt u y I i � f %� MAX SECTION HEIGHT- 24' I I I I I I I 1 I 1 1 I I I I 1 1 1 =�Ecot I TWO POINT LOCKING INTO TRACK. i SLIDE BOLT LOCK o_,z I ENGAGES INTO THIS PRODUCT CONFORMS o�o I fs r` pr / ?r :/ 1< fj i END VERTICAL TRACK. TO THE REQUIREMENTS OF � f � '� '� I SEE. ONE LOCK ON _ THE 2010 EEC,THE FIFTH N I I EACH SIDE OF EDMON FBC,AND THE ozm 4'T-STRUT. DOOR. SIXTH EDITION FBC. O wo o`�-• I 11 I I I I 1 I f i i i ?` A x i i � � � � i � � � � � �I i f � INSIDE KE SLIDE Rrnr OPTION. SEND TILE. OPTIONAL OUTSIDE KEYED --►-A _3- U-RAR. ...... -.- LOCK POSITION OUTSIDE B B (2) LHR TOP BRACKETS USED AS MAX. DOOR WIDTH - 16'-2' HANDLE LOCK BAR MAX. OPENING WIDTH - 16'-0'. - ENGAGES M - •- '• INNER BOTTOM BRACKET. SNAP LATCH ENGAGES (1) 3-IN ROLLER CARRIER (P/N SEP JAMB NOTES ON SHEET 4. ONTO VERTICAL TRACK. TRACK ON - - 0120394) USED WITH 3-TRACK. ONE SNAP LATCH ON OFEA SIDE REPRESENTATIVE GLAZING PATTERNS. EACH SIDE OF DOOR. • - OUTSIDE KEYED LOCK WITH OUTSIDE EMD LOCK BAR LOCKING. KEYED SOLE .. .. - HANDLE. l INSIDE HANDLE � ,t. OL-ID KEYED GK WfIH •;�a • �'` i:..Y CODE SNAP LATCH LOCK OPTION. MANUFACTURING PRODUCT o O" 477 PRODUCT REVISED ,�' p DSI:N/A A as eom Iyln with the Florida . DESIGN LOADS: +46.0 PSF & —52.0 PSF pq� NO.: N/A A u y• Building Code UW.-Staled 011-1.. 8565 Duke Boulevard VINDLI10 RATING Clo a � q{uDR°M 8 D P 4 6 :O O .-r- •ti NOA-No. 17-0809.30 TOLERANCES en Td.No.5l'-"0*usA Expiration D 0712112021 m m .0 0 1.031 Bddu9 '� 7 F�Na.51 770-f657 ( 9( e' •",N'% .00 1.015 DESCRIPTION:MODERN STEEL.2'INTEIUCORE+46/-52 P5F TO 16' W l "•.,�,yCJ11EE� �`�` BS' GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE -000= t.o0s DRAWN BY; SH DATE: 12/2015 SCALE: NTS DWG. DESIfitll•ENGIlJI Mlaml-gatj Product Control PATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. 9000` t•W7 .. _ NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. Oe reel= d:1 T CHECKED BY: MWW DATE 5/25/16 SHF�f 1 OF 4 SIZE MARK WESTERFIELD, P.E. CONSULT FACTORY FOR DETAILS. U,dm Smf.d M-1.. FLORIDA LICENSE No. 413495 Dlmmoms ARE IN INCHES DWG. NO.: 105002 VER: M-D 4 3 2 1 / 4 3 2 BRAND MODERN STEEL COMMERCIAL DOORS REVISIONS FLUSH GROOVED FLUSH GROOVED 2 OF 4 REV. NO. ZONE. DATE. ECN NO. APPVD:I DESCRIPTION l+ CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 01 - - - - SEE REVISION HISTORY ON SHEEP ONE HDLMES 7208 7209 -- C7R20 D D IMPACT—RESISTANT CONSTRUCTION: SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE IMPACT-RESISTANT.OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IF LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, _ 90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS ALSO APPROVED:SL,AR, 15),APPROVED CC1 PLASTICS IN ACCORDANCE WITH.IBC/FBC 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENIS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE-AND SMALL-MISSILE IMPACT RESISTANT. C SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) C INSULATED DOOR SECTION. INTERIOR OF DOOR. DECORATIVE FACADE ( EXTERIOR OF DOOR. $8-18 x 1/2' SELF-TAPPIN SCREWS: (12) FOR SHORT UTES; (15) FOR LONG LITES. 3/4' GLAZING BITE. $8-18 x 1/2' SELF-TAPPING SC REV7S, CELLULAR PVC RETAINER. _ - (8) FOR SHORT UTES; 6063-T5 ALUMINUM B - (12) FOR LONG UTES. FRAME. ..- .. --.•--- p 1/4'THICK POLYCARBONATE - - o GLAZING. _ IMPACT—RESISTANT GLAZING DETAILS ` MA MANUFACTURING •• F.,':� ANUFACTURING PRODUCT COME �-aa .I'7'•' '�`�.^' -�'''%• PRODUCT REVISED DSIU-1F477 8u1 ding Co°d"°"'L�t''°Florida DESIGN LOADS: +46.0 PSF & —52.0 PSF PART NO.: N/A NOA-No. 17-0809.30 U.1—Surfed OthuMao &585 Duke Boulevad VILaDLDAO RATING A A r. 17 s `_, Clopay Tur -450/0 D� 8 D P 4 6 Expiration a 07/21!2021 TOLERANCES.. Tel.&513-770-1800 �r-:u�j�`^,•y' .0 as 1.031 Sui6n9 Rnduch Ca�oy Fa Ha 513-770-1653 By -Do 1.015 DESCRIPTION:MODERN STEEL 2'INIELJCORE+46/-52 PSF TO 16'W Miami-DopeProductcontrol .000 a 1.005 DRAWN �, SH I R41E 12/2015 SCALE: NTS DWG. GI ERDDDD- 1.001 DESIGN�NGIJ FRwl' Degrees= tt/T CHECKED BY: MWW DATE 5/25/201 HEFT 2 OF 4 SIZE MARK WESTERFIELD, RE. Uele>s slated owa.ae FLORID LICENSE No. 0495 DMENWINS ARE IN INCHES. DWG. No.: 705002 VER: M-D 4 3 2 1 ZF 3 2 1 BRAND MODERN STEEL COMMERCIAL DOORS SHEEN REVISIONS FLUSH GROOVED FLUSH I GROOVED 3 OF 4 REV. NO. ZONE: DATE: I ECN N0. APPVD: DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 01 - - - - SEE REVISION HISTORY ON SHEET ONE- 2' NE2'THICK HOLMES 7208 7209 — C7R20 r SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. D D HORQONTAL(TOP)JAMB URETHANE CORE (NOLOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT DENSITY 2.4 P.C.F. NOTES1. ALL THE LDAD FROM THE DOOR IS K AND THEN FROM H 2x8 VERTICAL SYP(GRADE$2 OR BETTER)JAMBS.NOSFERRED TO'THE LOOAD FROM THE DOM IjSE SCK TO � TRANSFERRED TO THE HORIZONTAL(TOP)JAMB, 2 EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+358 LB&-416 L&PER LINEAR FASTENER FOOT OF JAMB. (2) 12 GA. GALV. STEEL TOP ROLLER BRACKET. TYPE 3.ALL JAMB FASTENERS MAY BE(BUT'ARE NDT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A EACH BRACKET ATTACHED W/(4) #14x6/8" FLUSH MOUNTING SURFACE 27 GA. MIN. STEEL GALV. SHEET METAL SCREWS.ADJUSTABLE SLIDE 4. A 1/3 STRESS INCREASE FOR WIN LOAD WAS KU USED IN THE CALCULATION OF ALLOWABLE EXTERIOR SKIN WITH LOADS FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY. BAKED-ON PRIMER AND ATTACHED To TOP BRACKET WITH (2) 1/4'x1/2" MAX.D.C. A BAKED-ON POLYESTER BOLTS AND NUTS PER BRACKET. NOTE,.2x6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK.HOWEVER, PAINTED TOP COAT. IFDESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS,APPROVED FX504ERS AS TONGUE AND-GROOVE JOINTS_ DETAILED BELOW SHOULD BE INCREASED UH LENGTH BY 1-1/2'AND INSTALLED DIRECTLY 4" ���'�1/ ^��� C THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK r VITFW__D" 14 GA. GALV. STEEL ROLLER C 716 VERTICAL JAMB WALLS.ANCHORS CAN BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A FLUSH I 4 TALL TAPER STRUT. HINGE. EACH FASTENED TO END MOUNTING SURFACE CONTINUOUS ANGLE TRACK CAN BE ANCHOREDDIRECTLY TO GROUT 4-1 14" 0.062" MIN: GALV. STEEL, STILES W/(4) #14x5/8'SHEET REINFORCED BLOCK WALL OR 3,000 PSI MIN.CONCRETE COLUMN OR STEEL JAMBS. I /( ) / L 80 KSI MIN, {; p METAL SCREWS AND (2) 1/4"X3/4' SELF TAPPING SCREWS 3. L VIEW "E" i 20 GAMINeGALV. STEEL, ---ONE 4'T-STRUT PER SECTION_(SEE r 1-7/8' VIEW'D'). EACH T-STRUT ATTACHED ( 80 KSI MIN. AT EACH HINGE LOCATION WITH (2) 2x6 JAMB TO SUPPORTING SMUC I RF ATTACHMENT r (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE 70 2x0 VERTICAL JAMBS) 1/4"z3/¢" SELF TAPPING SCREWS. MAXIMUM ON-CENTER 27 GA. STEEL GALV- INTERIOR SKIN DISTANCE STEELWITH A BAKED-ON PRIMER AND A ::•::. BETWEEN WASHERS. .,;, ."""_ EIAI(,ED-ON POLYESTER PAINTED_ ._ ... ''- BUILDING T F STE14ER TYPE "" FASTENERSX REQUD7 D TOP COAT. '- B _PRODUCT REVISED HOUAV CMU BLOCK WALL. 1/4'x 1-1/4'MIN.EKE ULT1tACON LTINCRETE ANCF9R 4 I/2' O.D. 1' -- ' ONE 3' U-BAR PER SECTION,(SEE NEW B 1 as complying with the Florida-- LROUT-FILLED CI4U BLOCK L4'x 1-L4'MIN.EMBED ULTRACON CONCRETE ANCHOR 7 1/2' 1'0.11.' _ "E'). EACH U-BAR ATTACHED AT EACH HINGE _ Building Code 2000 PSI MIK CONCRETE L4'x 1-3/4'MIN.EMBED LLTRAC13N CONCRETE ANCHOR 15 1/4' 1'D.D, �1 LOCA71ON WITH (2) 1/4"x3/4SELF TAPPING NIDA-No. 17-0809.302000 PSI KIN.CONCRETE 1/4'x 1-3/4'MIN.EMBED TAPCON CONCRETE ANCHOR 14 L4' 1'6A T SCREWS. Explratio fa 0712112021 2000 4'SI HK CONCRETE 3/8'X 1-3/4'HIM EMBED VEJ-IT ANKR T1TE SLEEVE ANCHOR 13 I/2' INCLUDED ' 13 GA.'MIN, GALV. STEEL BOTTOM BRACKET. _gy 4000 PSI MIN.CONCRETE 3/8' X i-3/4'MD1 EMBED VEJ-IT ANKR 71.7E SLEEVE ANCHOR 24' INCLUDED ATTACHED WITH (4) 14X5/8"SHEET METAL SCREWS. Mlaml a.e Product Control VOID FRAME(SYP OSS SO 1/2'x 3'LAG SCREW CASTM A307,GRADE A)1-5/8'EHRED INTO STRUCTURE 14 3/4' 1'O.D. ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. 146A STEEL C0.060'MIN.) 1/4'-14 x V IR!BIDLIIDI TEKS SELF-DRILLING FASTENER 6' 1'IAD, - 12GA STEEL(0.105'M .) 1/4'-14 x 1'ITV HUILDEX TEKS SELF-DRILLING FASTENER' 10 3/4' 1'D.D. SECTION A-A (SIDE VIEW) •X' 'h ......... M'4 f'.� L8'S7TIl_ 1/4'-14 x 1'ITV BIOLDIX 7EKS SELF-DRILLING FASTENER 12 3/4: 1.MIL a..: •.......• �:.5^� �...,y" .c��'k'{ti. FlRSf(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAM UM ON-CENTER DISTANCE HIGHEST ANCHOR INSTALLED MANJFACTIIRING PRODUCT CHIDE I, p .i ;•. AT LFASf AS HIGH AS THE DOOR OPENING. CPQ N.O_ CLAPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. DSIU-IF477 MINIMUM DISTANCE BETWEEN CENTER CF ANCHOR AND EDGE OF CONCRETE:2-1/2',EXCLUDING STUCCO THICKNESS.EXCEPTION FOR C�' ;f' `.ay°'; 'r[ TAPCON—MINIMUM EDGE DISTANCE FOR TAPCON FASTENER IS 1-1/4',EXCLUDING STUCCO THICKNESS. DESIGN LOADS: +46.0 PSF & —52.0 PSF PART NO.: N/A i UN...Stet.d Oth—T.. 8585 Doke Elmlavmd VINLOAD RATING y - Memn,OH 45040 USA TOLERANCES m. m Clopay g D P 4 6 TeL No.813-7)D-1800 .0- +.031 Btaldn9 Redlda Canpmy Fox Na 513-710-485J ` '•,,•/TJ �T .,`� .OD- ±.015 DESCRIPTION:MODERN STEEL V INTELLICORE+46/-52 PSF TO 16' W L •, ,i� .DOD= (.005 11.1"` DODO= 1.001 DRAWN BY: SH DATE 12/2015 SCALE:NTSDWG.R DESIGN ENGINEERt Degrees= ±1/z CHECKED BY: MWW DATE:5/25/201 BEET 3 OF 4 SIZE L MARK WESTERFIELD, P.E. U.1—Steen oth-1- 0 IDA LICENSE No. 48495 ONFRSIoNs ARE IN WCHm DWG. NO.: 105002 VER: M-D IFL 4 3 2 1 BRAND MODERN STEEL COMMERCIAL DOORS SST' REVISIONS FLUSH I GROOVED FLUSH I GROOVED 4 OF 4 REV. NO.1 ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY 9208, HOPCC2 9209, HDPCR2 3728 3729 01 - - - - SEE REVISION HISTORY ON SHEET ONE HOLMES 7208 7209 -- C7R20 ANGLE MOUNT JAMB CONFIGURATIONHORIZONTAL TRACKSUPPOD INSIALUER�Ste). 2x6 SYP JAMB(IF PRESENT; JAMB CONFIGURATION SEE JAMB NOTES ON SHEET 3). 2"TRACK CONFlGURAT1QN_ DOOR COUNTERBALANCE SYSTEM DOORS UP TO 800 LBS. VERTICAL TRACK TO BE CONTINUOUS 13 GA GALV.STEEL FLAG BRACKET ATTACHED TO DDDR BRACKET MOUNT JAMB CONFIGURATION OR R VERSENm D WIZ ANGLE b=DOUBLE TRACK JAMB WITH(3)5/16'X 1=5/8'IAO SCREWS HEIGHT 'L- 1'DOOR OVERLAP(EACH SIDE) WITH TWO 1/4'RIVETS PER CLIP. HEADROOM,HI-LIFT TRACK. AND TO TRACK WITH(2) 1/4'RIVETS. 6•_ " - OFDONAL STOP MOULDING ,1,,A;�, TRACK CLIPS ARE ATTACHM TO -0 6' (T IT) Y,.1'7'-r•<A%„` TRACK WITH ONE 1 4'BOLT AND FOLLOW-THE-ROOF BY INSTALL.62 O SU 'TRACK,AND VERTICAL LIFT 7_6 16 GA GALV.5-3/4'WIDE STEEL 5y4V• NUr. FOR WOOD BS:ONE TRACK ARE AVAILABLE _ AS ROD:SPACING NTE 14'D.C. _ DOUBLE-END-STILE FASTENED WITH(1)e8 X �'' 5/16'X 1-5/8'LAG SCREW AT OPTIONS TRACK CONFIGURATION e: I, 1 2'WAFER SCREW., EACH TRACK CLIP LOCATION.ALSO ABOVE THE DOOR OPENING o 63' 2'GALV.STEEL TRACK 9-O 2-1 2 z 12 GA GALV.STEEL TRACK ATLEAST VERTICAL/HORIZONTAL TRACK DOES NOT AFFECT THE o 9-6' / WIND LOAD RATING: p TRACK THICKNESS:0.083'. 101-01 BRACKETS FASTENED TO WOOD JAMBS JUNCTION. 70-B WITH 5/16-x 1-5/8'LAG SCREWS. 7/16'I.D.ROUND 50' NOT TO EXCEED 14'ON-CENTER. U -O' _ PSH NUT 14 GA GALV.STEEL CENTER HINGE FASTENED 1D __ ...-_..... _._ ._.—. �'• .�. VERTICAL TRACK TO BE BRACKET _g• 3 • FASTENER. SECTION W/(4)EACH.#14XS/8'SHEET METAL SCREWS. MOUNT OR ANGLE MOUNT '-0.13 - 14 GA GALV.STEEL ROLLER FR HINGES FASTENED TO END STILES W/(4) EACH/14x5/8' C z (CONTINUOUS OR REVERSE ANGLE 1 '- SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE 1-3/4'x2-1/4'x12 GA MIN.).ALL 3'-.0' c 24' BRACKETS/TRACK CUPS ARE 12 CA 3'-6” 5 ' 2'CALV.STEEL TRACK FASTENED TO GALV.STEEL BRACKETS/CUPS ARE 4-0_ 8 12 CA GRY.STEIN.TRACK BRACKETS 2-DIA 7-1 2-LANG STEM, 10 BALL STEEL ROLLER WITH SIEEEl..OR NYLON TIRE ATTACHED 7D TRACK WITH EITHER - 6 - WITH EITHER(2) 1/4'DIA.RIVETS OR / 10' TWO 1/4'RIVETS OR ONE 1/4' - (1) 1/4'K 5/8'BOLT&NUT PER ('TION C-C _ 3-1/2- BOLT AND NUT. 5-6' 7 TRACK BRACKET. LHR DRAC14:7(2-I/2'x 5-3/4'x 12GA) 16-O PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH(2 1/4'x 3/4'SELF TAPPING SCREWS.NOTE T LHR BRACKETS ARE ALSO r USED WITH'DOUBLE END STILE'AS SHOWN IN l 3"TRACK CONFIGURATION. ZONE B-3 SHEET 1. JAMB CONFIGURATION DOURLF TRACK CENTER HANG REQUIRED FOR FOR 3"TRACK. IOW HEADROOM OPTION -'-;N DOUBLE TRACK •- DOORS OVER B'HIGH. (AVAIL FDR BOTH Y ANO 3'TRACK) HEADROOM.Hl-UET TRACK,- OUBLE HORIZONTAL -_ FOLLOW-THE-ROOF_ _ .-. TRACK AND VERRC$ UFT- __ _ 1'DOOR OVERLAP-(EACH ,.y TRAdC. -.. TRACK ARE AVAILABLE OPTIONAL STOP MOULDING BY DOOR INSTALLER(TO SUIT). OPTIONS.- 2x8 SIP JAMB(IF PRESINP. _.8.�..___TRACK CONFIGURATION 3'GALV.TAPERED STEEL TRACK AND ANGLE TRACK SEE JAMB NOTES ON SHEET 3). 7fi GA GALV.5-3/4'WIDE STEEL DOUBLE-END-STILE B ABOVE THE DDDR OPENING THICKNESS 0.101'.ANGLE THCKNESS:0.080'. HORIZONTAL TRACK FASTENED WITH(1)#8 X 1/2-WAFER SCREW. DOES NOT AFFECT THE MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8'. SUPPORT I3Y DOOR .. WINO LOAD RATING. _ T _ VERTICAL/HOIjROt1TAL 14'MAXIMUM SPACING INSTALLER(TO SUIT). T 3-1/4'x 2-7/8'MIN.x 0.080'TAPERED .JUNCnON.TWO 1/4'BOL75 FROM LAST MOUNnNO ANGLE.SFE TAG BOLT MOUNTING AT TRACK _ PRODUCT REVISED ! &NUTS FOR EACH TRACK SLOT TO TRACK JUNCTION 14 GA GALV.STEEL CENTER HINGE J as complying with the Florida"• CONFIGURATION BELOW. 7/16-I.D.ROUND FASTENED TO SECTION W/(4)EACH •„ Building Cod. T PUSH NUT +14x5/8'SHEET METAL SCREWS. NOA-No. 77-0809.30 ADDITIONAL MOUNTING SLOTS SPACED AT 12-CENTERS. 14 GA GALV,STEEL ROLLER HINGES FASTENED TO END ER Bzpiration 07127/2027 0 0.101'THICK 3'GALV. STEEL TRACK FASTENED TO TAPERED ANGLE TRACK ATTACHED TO SOLES W/(4)EACH 114x5/6'SHEET METAL,SCREWS By 12'ON CENTER TAPERED MICU=WITH ONE 1/4'x5//8-BOLT& AND(2) 1/4'SELF TAPPING SCREWS PER END FUNGI- By mlami-D d Product Control NUT AT EACH MOIJNnNG SLOT. p 4G 3-DIA 6--1/2'LONG STEM HALL BEARING STEEL ROLLER. :�1,•L1aAe Y, r.?r, ,SECTION C-c HANUFACIURING PRODUCT CODE HE.Ys'TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHf72S. < 3a DSIU-1F477 •„�„, MOUNTING SLOT LOCATION. DDDR VER CAL DESIGN LOADS: +46.0 PSF & —52.0 PSF PART HEIGHT CK LENGTH Unless Stated Oth_li 8585 Duk.Boulevard WWL13AD RATING •.,.�. �- �Clopay 7-072 TOLERANCES ar. Masan,i51 450{0 LIS, 8 D P 4 6 rtW*lrr/(�`�//•9 TeL Nc.513-770-4800 96 .0 1.031 PR drch C=M Ra Fa 513-770-4853 6 0'-0 108 ONE 5/16-x 1-5/8'LAG SCREW SPACED AT THE SAME CO d:.015 ,t-•;� �� 10' DISTANCES AS THE TRACK BO175 IE 3-1/2', 10',22',34, DESCRIPTION:MODERN STEEL 2' INTELUCORE+46/-52 PSF TO 16'W J' 1z-D 32 ( ooD= t.005 DRAWN BY: SH DATE: 12/2015 SCALE: NTS DWG. yy •L,y 'K•�� 14-0 58 48',ETC. ADDITIONAL LAG SCREWS LOCATED AT 16',28',& .0000 o f.001 DESIGN��� 3-1/2' 16-0 180 40'FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE MARK W< L1:f7-PFJxv1,``` ... ....• iB-0 Al VERTICAL/HORIZONTAL TRACK JUNCTION. U.1—Sk t d Oth.rn/..71 CHECKED BY: MW DATE:5/25/201 HEEi 4 OF 4 SIZE FLO 10 IjCEN';E'Nb"48495 DIMENSIONS ARE IN ME--,DWG. NO.: 1050D2 VER:M-D 4 3 2 1