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Home My WebLink AboutNOA Modern 2 Intellicaore W8DP46T Steel SEctional Garage Door w Optional Impact Resistant LitesaEXTERIOR INTERIOR (ALL SILL SECTIONS) C ANCHO OPTIONAL OPTIONAL SEE NOTE 1, 84 84 SHEET 11 WOOD CONCRETE ANCHOR ANCHOR 1/4• MAX SEE NOTE 2, SEE NOTE 1, 1/4' MAX. 2 GROUT, 2 j»0 SHEET 11 IW MAX. SHEET 11 GROUT, 1Oft 0 SEE NOTE GROUT SEE NOTE 5,, SHEET 11 I 5, SHEET V SEE NOTE 5 IF : S SHEET 11 EMBED. P.; w�q `.., "., ..i ? �i'::.r::.._ c'iy<iy3.4KSINIfN'r; EMBED. p SEE NOTE 1, '?'�.0 =.3.4}CSINIIN.: "CONCRETE;: �.< ,:� "' i •'—'rCONCREfE;,::SEE NOTE 1, M, SHEET II ra : S.,•' °j' -. -:i- t.� SHEETII TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) ®E BE EMBED. 4 SEE CONCRETE NOTE 1, ANCHOR, SHEET 11I HEET 11r SEE NOTE 1, INTERIOR I SHEET 11 (ALL JAMB SECTIONS) r ~' I'' CONCRETE EXTERIOR > :.. ANCHOR :.'• "• SEE NOTE 1, SHEET 11 3.4KSIMIN. CONCRETE OR1.5KSI 3.4 KSI MIN MIN. CMU CONCRETE `•`t '' 1X WOOD, SEE NOTE 3, 11 SHEET I I 1/4' MAX. SHIM F^—' 1/4" MAX. SHIM --4 TYPICAL DOOR & SIDE LITE JAMB N0100biq, RX2M na n PAB¢YfSm �U NDImNI& R 3/27/IUUZN r 2+c WOOD. SEE NOTE-3. SHEET 11 1/4' MA) WOOD ANCHOR SEE NOTE 1, SHEET 11 1 /4' MAX. GROUT, SEE NOTE 5.SHEET II OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE ANCHOR acne - SEE NOTE 2, IOOR & SIDE WES, li la o.rr 12 112 8000.11 PRODUCT REVISED as eomgyina wllh the Rodda BuWng No"o. 16-0629.16 Expiration Dab 02f24/2020 -- _��--� Viand-buetGnntrcl— i�4 i , A L'v9KmIdk P.E. FL P.E.B 58705 ! MIAMI-D�ADE MIAMILDADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Clopay Building Products Company 8585 Duke Boulevard Mason, OR 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:Ffi2odern Z"In elli7=W$ W*6T�'Steelse > onaJ`Garage D6or`u to 16-27 APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. WWWRON MISSILE IMPACT RATING Lame and Small Missile knpnact Resistan LABELING: A permanent label with the manufacturer's name or logo, manufacturing a dress, 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 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. LIMITATION: 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 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 Nd!:fNrdW_7.16, Expiration Date: July 2f, 2021 Approval Date: July 21, 2016 LOW/�QO�G Page 1 File COPY Clopay Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.105002, titled "Modem 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 1. 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 (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 B117 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. A4728 yol6 arlos . Utrera, P.E. Product Control Examiner NOA No 16-0607.10 Expiration Date: July 21, 2021 Approval Date: July 2i, 2016 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources- (RER) E. MATERIAL CERTIFICATIONS — 1. Notice ,of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. 2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LLC (MA) for their Makrolon Polycarbonate Sheets, approved on 12/06/2012, expiring on 08/27/2017. 3. Test report on Surface Burning Characteristics of the polyurethane foam insulation per ASTM E84, 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 D 1929, 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 5t' 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. !1� Carlos, AL Utrera, P.E. Product Control Examiner NOA No 16-0607.10 Expiration Date: July 21, 2021 Approval Date: July 21, 2016 E-2 m, '+ J L I BRAND MODERN STEEL COMMERCIAL DOORS SHEET' REVISIONS FLUSH I GROOVED FLUSH GROOVED 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 — 5/2016 — MWW I REVISED FOR RELEASE HOLMES 7208 7209 -- C7R20 MIXED GLAZING SHOWN. #14x5/8' SHEET (1) 20 GA. BACKER EXTERNAL OPTIONAL IMPACT RESISTANT GLAZING. METAL SCREWS p PLATE AT EACH INTERMEDIATE MAXIMUM GLAZING SIZE (DLO) IS O HINGE LOCATION, ATTACHED 39-1/4"x13-1/4. GLAZING MAY BE O WITH DOUBLE SIDED ACRYLIC SHORT —PANEL OR LONG —PANEL. SEE 1/4-x3/4" SELF ADHESIVE TO BACK OF DOOR. SECTION B—B ON SHEET 2 FOR DETAILS. TAPPING SCREWS. O GLAZING MAY BE INSTALLED IN ANY O O LOCATION IN ANY OR ALL SECTIONS. r —40— A 14 GA. END HINGES 14 INTERMEDIATE MIN . DOUR HEIGHT # OF SECTIONS If OF U-BARSIT-STRUTS It OF 6'3' T0-8'0' 4 4 1 4 813, TO Iola' 5 5 1 5 0 10'3' TO 12'0' 6 6 1 6 12'3' TO 14'0' 7 7 7 14'3' TO 16'0' 8 8 8 C a mo 16'3- TO 18'0' 9 9 1 9 MAX SECTION HEIGHT 24' II =� 0 4z aZ IW3 P. L 3 C ! SEE ENO HINGE VIEW B. I —SEE INTERM. HINGE VIEW C. TWO POINT LOCKING INTO TRACK. C SLIDE BOLT LOCK ENENGAGES INTO END VERTICAL TRACK. ONE LOCK ON EACH 1-4 T—STRUT. DOOR .SIDE OF INSIDE SLIDE BOLT LOCK OPTION. END I STILE. 3" U—BAR. OUTSIDE B 2 LHR TOP BRACKETS USED AS LOCK BAR () MAX. OPENING WIDTH = i6'-0'. HANDLE' INNER BOTTOM BRACKET. ENGAGES IN (1) 3—IN ROLLER CARRIER (P/N SEE JAMB NOTES ON SHEET 4. 5 �C ONTO TRACK ON 0120394) USED WITH 3' TRACK. ONE SNAP LATCH ON EACH SIDE REPRESENTATIVE GLAZING PATTERNS. EACH SIDE OF DOOR. OF DOOR. OUTSIDE KEYED LOCK WITH OUTSIDE ENO LOCK BAR LOCKING. KEYED STILE HANDLE -- y^. INSIDE HANDLE o' _ -' >- , f" OUTSIDE KEYED LOCK WITH i''as > '�- SNAP LATCH LOCK OPTION. MANUFACTURM PRODUCT CODE i.. . r y p ..C. t' •;�"•�T w DSIU—IF477 1' I �• .� � m �- � wypv.etuoouplyit�oliaYe � � ox � DESIGN LOADS: +46.0 PSF & —52.0 PSF PART NO.: N/A 4 M � Zo G 11■ U.1— St&.d mn.. =55 ouk 4 ao"usrdi WmDLDAD RA nNc A TOLERANCES.. ,� Cla�ay Td. 5,7,o�D 8 D P 4 6 ''•' �� ,MUA CaI�d :♦ 11{ .0 = t.031 &M�9 Pradu�aY FNo. 513-770-4853 .00 ON: MODERN STEEL 2" INTELLICORE +46/-52 PSF TO 16' W f.015 DESCRIPTI GLAZING MAY BE IN ANY LOCATION IN ANY OR ALL SECTIONS. THESE D a *.001 DRAWN BY: SH DATE: 12/2015 SCALE: NIS DWG. DESIGN tlQ6ifYE£i�� PATTERNS ARE REPRESENTATIVE OF THE APPROVED CONFIGURATIONS. pay 00 a *.001 R NOT ALL CONFIGURATIONS ARE AVAILABLE AS STANDARD PRODUCT. CHECKED BY: MWW DATE: 5/25/16 SHEET 1 OF 4 SIZE 1J MARK WESIERFlELO, P.E. CONSULT FACTORY FOR DETAILS. Ueless sH�ed HHnera7� 0 A UCEN No. 49 DUMONS ARE IN U400M DWG. NO.: 105002 I VER: M—D 4 3 2 1 1 wai till LOCK POSITION t 4 5 L 1 BRAND MODERN STEEL COMMERCIAL DOORS SLEET- REVISIONS FLUSH I GROOVED FLUSH GROOVED 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPT CLOPAY 9208, HDPCC2 9209, HDPCR2 3728 3729 00 — — — — SEE REVISION HISTORY ON SHEET 0 HOLMES 7208 7209 -- C7R20 D IMPACT -RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPRONAL IMPACT —.RESISTANT GLAZING ARE IMPACT —RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IP 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 REQUIREMENTS 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) INSULATED DOOR SECTION. INTERIOR OF DOOR. DECORATIVE FACADE EXTERIOR OF DOOR. $8-18 x 1/2' SELF —TAPPING SCREWS: (12) FOR SHORT LITES; (16) FOR LONG UTES. 3/4' GLAZING BITE #8-18 x 1/2' SELF —TAPPING SCREWS: CELLULAR PVC RETAINER. (8) FOR SHORT UTES; 6063—T5 ALUMINUM 3 (12) FOR LONG UTES. FRAME 1/4' THICK POLYCARBONATE GLAZING. IMPACT -RESISTANT GLAZING DETAILS ,.�'� .•MANUFACTURING PRODUCT COD o DSIU-1F477 DESIGN LOADS: +46.0 PSF & -52.0 PSF q Y : �, _ illpedrmmpgiog�Os PART NO.: N/A Unless Stated aharntae = n'O 8y 8585 Duke Boulevard VINDLOAD RATING TOLERANCES are c Mswn OK 45040 Usk x 1g ., ►� I . t.031 BmnL T,o fI No 513 770 8 D P 4 6 . ...... �^.00 . t.005 DESCRIPTION: MODERN STEEL 2' INTELUCORE +46/-52 PSF TO 16' W .0000 = t.001 DRAWN BY: SH I DATE: 12/2015 SCALE: NTS DWG. R DESIGN ENFtI Degrees = tt/7 CHECKED BY: MWW I DATE: 5/25/201 HEEL 2 OF 4 SIZE L MARK WESTERFIEID, P.E. Unless stated Ottwrwiae FLORID UCENS No. 48495 0t 1EIr 0I 5 ARE IR rNaoms. DWG. NO.: 105002 VER: M—D ICJ I UA 4 BRAND MODERN STEEL HDPCC2 19209, HDPCR2 HOLMES 1 7208 1 7209 r— HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE MAX. O.C. L 2x6 VERTICAL JAMB 6. DESIGN 'ENiM06R:" MARK WESTERFIELD, P.E. COMMERCIAL DOORS ' 3728 1 3729 I C7R20 JAMB TO SUPPORTING STRUCTURE ATTACHMENT . - 2 SHEEli REVISIONS 3 OF 4 REV. NO. ZONE: DATE: ECN NO_. APPVD: I DESCRIPTION 00 REVISION HISTORY ON SHEET ONE. 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LB & —416 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/23 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. UM. 2x6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER, IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS, APPROVED FASTENERS AS DETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2- AND INSTALLED DIRECTLY THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT REINFORCED BLOCK WALL OR 3,000 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS. 2x6 JAMB TO SUPPORTING- STRUCTURE ATTACHMENT (NOT TO sir usirn FOR ATTA014MFNT OF TRACK ANCI F TO 9YA VFrPnrAl IAURql 2" THICK SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. URETHANE CORE DENSITY 2.4 P.C.F. (2) 12 GA. GALV, STEEL TOP ROLLER BRACKET. 27 GA. MIN. STEEL GALV. EACH BRACKET ATTACHED W/(4) #14x5/8" EXTERIOR SKIN WITH SHEET METAL SCREWS. ADJUSTABLE SLIDE BAKED -ON PRIMER AND V:.. ATTACHED TO TOP BRACKET WITH (2) 1/4ux1/2" A BAKED -ON POLYESTER .. .... BOLTS AND NUTS PER BRACKET. ... PAINTED TOP COAT. TONGUE AND GROOVE JOINTS. 1-4" �41EW 1) F 14 GA. GALV. STEEL ROLLER 4 -TALL TAPER STRUT. HINGE. EACH FASTENED TO END /4 4-1 0.062" MIN. GALV. STEEL, STILES W/(4) #1145/8" SHEET L 80 KSI MIN. ....... METAL SCREWS AND (2) 1/4-X.3/4" SELF TAPPING SCREWS VIEW 11 Eyj 3' 3" TALL U-BAR. '*'--ONE 4" T-STRUT PER SECTION (SEE 20 GA. MIN. GALV. STEEL, 1-7/8" L=� VIEW "D"). EACH T-STRUT ATTACHED F 80 KSI MIN. ........ AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. BUILDING TYPE FASTENER TYPg MAXIMUM ON -CENTER DISTANCE BETWEEN FASTENERSw STEEL WASHERS REQUIRED HOLLOW CMU BLOCK WALL 1/4' x 1-1/4' MIN, EMBED ULTRACON C13NCRETE ANCH13R 4 112' 11 D.D. MEzcqWd ----' I 7��- 111%_4"MV- EMBQ-7bETRACO :C C-EJE_)ANHOR" - 73Xgt - k)r_ 2000 PSI MIN. CONCRETE 1/4' x 1-3/4' MIN. EMBED ULTRACON CONCRETE ANCHOR 15 1/4' 2000 PSI MIN. CONCRETE 1/4' x 1-3/4' MIN. EMBED TAPCON CONCRETE ANCHOR 14 1/4' D.D. 2000 PSI MIN. CONCRETE 3/8' X 1-3/4' MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 13 1/2, INCLUDED 4000 PSI MIN. CONCRETE 3/8' X 1-3/4' MIN, EMBED VEJ-IT ANKR TITE SLEEVE ANCHOR 24, INCLUDED WOOD FRAME (SYP 0.55 SG) 1/2' x 3' LAG SCREW (ASTM A307, GRADE A) 1-5/8' EMBED INTO STRUCTURE 14 3/4, 11 O.D. 14GA STEEL <0.060' MIN.) 1/4'-14 x V ITW BUILDEX TEKS SELF -DRILLING FASTENER 6' O.D. 12GA STEEL (0.105' MIN.) 1/4'-14 x V ITW BUILDEX TEKS SELF -DRILLING FASTENER 10 3/4' 11 O.D. 11/8- STEEL 11/41-14 x V ITW BUILDEX TEKS SELF -DRILLING FASTENER 12 3/4' 11 O.D. • FIR ' ST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON —CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE: 2-1/2", EXCLUDING STUCCO THICKNESS. EXCEPTION FOR TAPCON -- MINIMUM EDGE DISTANCE FOR TAPCON FASTENER IS 1-1/4". EXCLUDING STUCCO THICKNESS. 27 GA. STEEL GALV. INTERIOR SKIN ._�WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. 7.7.7., 3--ONE .3" U-BAR PER SECTION (SEE VIEW "E"). EACH U-BAR ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. 13 GA: MIN. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) #145/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) - MANUFACTURING PRODUCT COD LOADS:_ —F-; �-o --P�'—S- DSIU-1F477 PART NO.: N/A Unless Stated Otherwise TOLERANCES are .0 = ±.031 8585 Duke Boulevard Tel. 45m USA rx I Opiff Mas OH 513-770-4800 SwMrig Products Company Fax 'No. ,,-77,-4,.3 WINDLOAD RATING V8 DF`461 .00 = :E.015 .000 - ±.005 .0000 = + '001 Degrees = ±1/2' DESCRIPTION: MODERN STEEL 2" INTELLICORE +46/-52 PSF TO 16' W DRAWN BY: SH IDATE: 12/2015 SCALE: NTS DWG. SIZE CHECKED BY: MWW IDATE: 5/25/201ESHEET 3 OF_4 Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 105002 VER: M—D I 0 rd 3 4 BRAND MODERN STEEL FLUSH I GROOVED GLOPA �'9208�'WPCC2 9209, HDPCR2 .�_ HIIL14ES 7208 7209' lei 2' TRACK CONFIGURATION, MM DOUBLE TRACK HEADROOM, HI-UFT TRACK, FOLLOW -THE- ROOF TRACK, AND VERTICAL UFT I TRACK E AVAILABLE _ TRACKS. TRACK CONFIGURATION Ix ABOVE THE DOOR -OPENING DOES NOT AFFECT•THE SSSX WIND LOAD RATING. E Rill 3" TRACK CONFIGURATION. tWX DOUBLE TRACK HEADROOM, HI-UFr TRACK, FOLLOW -THE- ROOF TRACK, AND VERTICAL LIFT TRACK ARE AVAILABLE B ABOVEOPTIONS. TRACK CONF70URAT10N ABOVE THE DOOR OPENING DOES NOT AFFECT THE WAND LOAD RATING. T a O y a s; o A � � ;ti' � r •' DESIGN ENGINEER, MARK WESTERFIELD. P.E. Irwmun u�uvac rvo. vovaa 4 COMMERCIAL DOORS 'LUSH GROOVE 3728 3729 -- C7R20 DOOR COUNTERBALANCE SYSTEM �'13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16' X 1-5/8' LAG SCREWS AND TO TRACK WITH (2) 1/4" RIVETS. AS ROD: SPACING NTE 14" O.C. 63' 2" CALV. STEEL TRACK, TRACK THICKNESS: 0.053'. 50' VERTICAL TRACK TO BE BRACKET MOUNT OR ANGLE MOUNT (CONTINUOUS OR REVERSE ANGLE, 24" 1-3/4'x2-1/4'x12 GA MIN). ALL BRACKETS/TRACK CUPS ARE 12 GA. ONLY. STEEL BRACKETS/CUPS ARE ATTACHED TO TRACK WITH EITHER f0' TWO 1/4' RIVETS OR ONE 1/4' x-1 19• BOLT AND NUT. J � 1 SHEET, REVISIONS 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTI% 00 - - - - I SEE REVISION HISTORY ON SHEET ONE. HORIZONTAL TRACK r ANGLE MOUNT JAMB CONFIGURATION SUPPORT BY DOOR INSTALLER (TO SUIT). 2x6 SYP JAMB (IF PRESENT; JAMB CONFIGURATION SEE JAMB NOTES ON SHEET 3). DOORS UP TO 800 LEIS. VERTICAL TRACK TO BE CONTINUOUS BRACKET MOUNT JAMB CONFIGURATION OR REVERSE ANGLE. 12 GEL TRACK DOOR CUPS ATTACHED TO WALL ANGLE HEIGHT 'L" 1" DOOR OVERLAP (EACH SIDE) WITH TWO 1/4' RIVETS PER CUP. 7- 8 -0 as- -6 94- 2-1/2' x 12 GA G.ALV. 10-0 119, BRACKETS FASTENED TO _ WITH 5/16" x 1-5/8' NOT TO EXCEED 14 11 12'-0" 1 -0" 2' GALV. STEEL y_ 6 • 12 GA. GAIN. WITH OTHER (2) 15'-0' 172" (1) 1/4' x 5/ 15T-6-6, i6-0 S1EEL OPTIONAL STOP MOULDING 1"•TRACK CUPS ARE ATTACHED TO BY INSTALLER SUIT). fT •°�' TRACK// FOR WOOD iJAE18S: LT AND 16 CA GALV. 5-3/4" WIDE STEEL I ':; DOUBLE -END -SERE FASTENED WITH (1) f8 X ^� 5/16' X 1-5/8" LAG SCREW AT EACH TRACK CLIP LOCATION. ALSO 1 2' WAFER SCREW AT LEAST TWO LAG SCREWS LOCATED STEEL TRACK ` ABOVE VERTKAL,/HO�ONTAL TRACK WOOD JAMBS JUNCTION. �' SCE' ' ON -CENTER. 7/16" I.D. ROUN<114 PUSH NUT CA. GALV. STEEL CENTER HINGE FASTENED TO FASTENER. SECTION W/(4) EACH 914x5/8" SHEET METAL SCREWS. 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH (14x5/8' SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. TRACK FASTENED TO TRACK BRACKETS IA' DIA RIVETS OR Z" DUL 7-1/2" LONG STEM, 10 BAIL. SIEEI. ROLLER WITH STEEL OR NYLON TIRE. 8' BOLT & NUT PER TRACK BRACKET. SECTION C-0 LHR BRACKET (2-1/2' x 5-3/4" x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. JAMB CONFIGURATION DOUBLE TRACK CENTER HANG REQUIRED FOR FOR 3a TRACK. IOW HEADROOM OP7- DOORS oWFR e' HIGH. (AVAIL FOR BOTH 2' AND 3' TITACK) BLE HORIZONTAL 1' DOOR OVERLA PH SIDE) TRACC. E__ 2.6 SYP JAMB (IF PRESENT;OPnONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT). 3' GALV. TAPERED STEEL TRACK AND ANG(E. TRACK SEE JAMB NOTES ON SHEET 316 GA GALV• 5-3/4" WIDE STEEL DOUBLE -END -STILE �TLOCKNESS: 0.101'. ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK FASTENED WITH (1) a8 X 1/2' WAFER SCREW. MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR �VERTICAL/HORIZONTAL TRACK 14' MNOMUN SPACNG INSTALLER (TO SUIT). _ JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING 3-1/4 x 2-7/8" MIN. x 0.080D & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTINGK 14 GA GALV. STEEL CENTER HINGE CONFIGURATIW. 7/16' 1.0. ROUND FASTENED TO SECTION W/(4) EACH � ADDITIONAL MOUNTING SLOTS -IRS ENER./145/8' SHET METAL SCREWS. SPACED AT 12' CENTERS. ALIplevel�Cc.apgiQoii 4lu 14 GA GALV. STEEL ROLLERR HINGf3 FASTII4ED TO END 0.101' THICK 3' GALV. STEEL TRACKED12" ON Cf74TER z~0 )b TO TAPERED ANGLE.TRACK ATTO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS To d TAPERED MOLE WITH ONE 1/4"x5/& AND (2) 1/4" SELF TAPPING SCREWS PER END HINGENUT AT EACH MOUT. 3' 01A 8-1/2' LONG STEM BALL BEARING STEEL ROLLER, SECTION C-C MANUFACTURING PRODUCT COD 34" NE )4' TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHERS, DSIU—IF4%7 MOUNTING SLOT LOCATION. DOOR VERTICAL DESIGN LOADS: +46.0 PSF & -52.0 PSF PART NO.: N/A HEIGHT TRACK LENGTH U.Im stowOthwwao 8585 Duke Boulmrd �• 7-0 TOLERANCES— _ clo ay Mason. ON 45040 USA MLNDLOAD RATING TeL Na 50-770-M 8 D P 4 61 _%.ONE 3/16' x 1-5/8" LAG SCREW SPACED AT THE SAME .0 1.031 Fox No. 513-770-4853 10' z -0 132 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2". 10'. 22. 34' .00 m t.015 DESCRIPTION: MODERN STEEL 2" INTELIJCORE +46/-52 PSF TO 18' W 14 -0 156 46', ETC.ADDITIONAL LAG SCREWS LOCATED AT 16% 28% & •000 = t.005 ). •poop = f.001 DRAWN BY: SH DATE: 12/2015 SCALE: NTS DWG. D 40' FROM BOTTOM. TWO LAC SCREWS ALSO LOCATED ABOVE t 1 Degrees m Y j,) R -0 4 vERRcAL/HoRLzoNTAL TRACK JuNcnahL / CHECKED BY: MWW DATE: 5/25/201 HEET 4 OF 4 SIZE 18 -0 8 Ualeex SUUd OU, ,v. DIMENSIONS ARE IN INCHTs. DWG. NO.: 105002 VER: M-D 3 9 11 IN IC in'.] A