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HomeMy WebLinkAboutAPPROVED 36-44 2020 MIAMI-D:ADDE MIAMI-DADE 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.2ov/economy DAB Door Company,Inc. 12195 NW 98'Avenue Hialeah Gardens,FL 33018 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: Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2" Wide with Window Lite Option(DP+36.0,44.0 PSF) APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002,with revision L dated 10/03/2017, sheets I through 5 of 5,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal 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/series 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. 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 renews NOA#17-1018.12 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.20-0107.06 Expiration Date: July 21,2025 MLAMI-DADE COUNTY Approval Date: March 5,2020 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #17-1018.12" 1. Drawing No. 02-21,titled"24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002,with last revision K dated 03/09/2015, sheets I through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94, of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200, dated 05/02/2007, signed and sealed by Candido F. Font,P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of"DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering& Testing Inc.,Report No.RETI-1 1-3204,dated 0 1/20/2011, signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011, signed and sealed by Candido F. Font,P.E. "Submitted under NOA #05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional Residential Door with Windows",prepared by Hurricane Engineering& Testing Inc., Report No.HETI 03-1328,dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329, dated 07/15/2003, signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda,P.E. "Submitted under NOA #03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA #14-0814.10 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Alimad,P.E. ,r-1 '021;2 7 1 1 Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date: July 21,2025 Approval Date: March 5,2020 E- 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA #11-0414.12 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007, dated 04/07/2011, signed and sealed by Javad Ahmad,P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA #09-0128.02 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 Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfbam,LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 0 1/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D63 8 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Bum Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J.L. Doldan, P.E. F. STATEMENTS "Submitted under NOA #14-0814.10" 1. Statement letter of code conformance to the 5'edition(2014)FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date: July 21,2025 Approval Date:March 5,2020 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New evidence submitted. A. DRAWINGS "Submitted under NOA #17-1018.12" 1. Drawing No. 02-21,titled 1124 GA. Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with revision L dated 10/03/2017, sheets 1 through 5 of 5,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of code conformance to the 6th edition(2017)FBC,prepared by Al Farooq Corporation, dated 12/23/2019, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA#17-1018.12. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date: July 21,2025 Approval Date: March 5,2020 E-3 7-1/2" X 2-1/4" X 18 GA. .r'-- PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" GALV. STEEL CENTER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER TO BE INSTALLED AT C+ O W/ (4) #14 X 5/8" SMS i FASTENED TO END STILE WITH ANY CENTER STILE T WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4- SELF DRILLING SCREWS N 00 SEE SHEET 3 FOR TOP BRACKET OPTIONS Q 7-1/2" X 3" X .071" GALV. STEEL PRODUCT RENEWED END ROLLER HINGE Q 1 CENTER STILES as complying with the Florida t- A m Z W/ (6) #14 X 5/8" SMS t Building Code [ -' W a SEE SCH. A }0 W Q WITHOUT DELRON SLEEVE (STD.) �/ NOA-No. 20-0107.06 WITH DELRON SLEEVE (OPTIONAL) G*7 i 1 © 7-1f2" X 2-1/4" X .071 ����___� Expiration Date071 112025 ( LU °m GALV. STEEL CENTER HINGE - LOCK �\ ly f� ' IN u Q W/ (4) #14 X 5/8" SMS _ 2/ DOOR �\ Miami-D d Product Control `V WITH DELRON SLEEVE (OPTtONA� �� M ! OVO - M 0 O 1 1" W X .15 THK. LATCH`�, Ca C Q i I � aq CENTER HINGE �� to STANDARD LOCK ��� It i SPRING LOADED SLIDE BOLT (BOTH SIDES ( H w Z Q N FASTENED W/ (4) #14 X 1/2" S.M.S. MIN. LOCK ENGAGEMENT �� w o = o 2 O m CONFORMS TO SECTION 1008 REGARDING _ _ = U) �n -0 2_ J GARAGE DOORS' r- -- I o 0 0 o w 2 H -- -- Z3 o o� o � .158 DIA. GALV. AIRCRAFT TYPE _ Q `\�� i �� �� I B � o CABLE & NICO-PRESS SLEEVE ° �� p �� B o r� � W/ MIN. 5 TO 1 SAFETY FACTOR i �� / _ t > �? o c^v CO t w M m u� 2-3/4"W X 5-5/8"H X .090" THK.1� STEEL PLATE, 1-3/8" DEEP ! y _ =° — Op o WITH. (3) #14 X 3f4" � fl �� �� p �� � U c' SELF DRILLING SCREWS �\ �� ` / w 0 .. .' N I t!I LE BRACKET BRACKET--- > STD. LIFT DOOR LOW HEADROOM 1 o ¢ LL DOOR OPTIONCL TOTAL # OF _- E ip DOOR 'U' 13ARS AT 0 0) N cv HEIGHT CONSISTS OF EACH DOOR 7-7/8" X 3-1/8" X .010" �� �� OPTIONAL VENTS U t; s'-s" 2 SECTIONS 18" 2 SECTIONS 21" STEEL PLATE OPTIONAL FLUSH FACE o a Lo W-9" 1 SECTION 18' 3 SECTIONS 21' WITH (4) #14 X 3/4" SDS' (3) G. WIDE AT 7" O.C. MAX. WOOD GRAIN DESIGN L . A � O C0 N OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH o O 7' 4 SECTIONS 21' - i 6'-2" � 0 - DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0) m 00 T-6" 5 SECTIONS t8" - CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND M - o --- 7'-9" 4 SECTIONS 18 1 SECTION 21 ASTM El El996-09. p = F 8' 3 SECTIONS 18" 2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR GENERAL NOS 8'-3' 2 SECTIONS 18" 3 SECTIONS 21' HANDLE 8'-6" 1 SECTION 18" 4 SECTIONS 21" END STILE DAB DOORS INC. 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED T( COMPLY WITH THE. REQUIREMENTS OF THE 2014 (5TH EDITION)/2Qi7 (6TH EDITION) FLORIDA 8'-9" 5 SECTIONS 21' - Hurricane Master@ Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). tD t n U 9' 6 SECTIONS 18" - ° LOCK BAR GUIDES Max. Size 16'-2" X 16'-0" High 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS W W L, m 9'-3" 5 SECTIONS 18" 1 SECTION 21' INSTALLED ON END STILE N _ 9'-fi" 4 SECTIONS 18" 2 SECTIONS 21" ° With Window -Cite option AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE r. 9'-9" 3 SECTIONS 18" 3 SECTIONS 21 WITH (4) #14 X 5/8- SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 H r F N 10' 2 SECTIONS 18" 4 SECTIONS 21" N .18T X .6W LOCK BAR 3, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o o a DESIGN PRESSURE RATING + 36.0 PSFEL 10'-3' 1 SECTION 18" 5 SECTIONS 21' a ENGAGES IN TRACK 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT - < ¢ o 10'-6' 6 SECTIONS 21' > n ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0 U � o 10'-9" 6 SECTIONS 18" 1 SECTION 21' -j CENTER STILES SCHEDULE 'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS'. v o o o a- i1' S SECTIONS 18" 2 SECTIONS 21" ¢ OUTSIDE KEYED LOCK CENTER' STILES CONFIGURATION 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 1 V-3" 4 SECTIONS 18"13 SECTIONS 21" OPTIONAL DOOR WIDTHS # OF CENTER STILES FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY m OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 11'-6" 3 SECTIONS 18"4 SECTIONS 21" LOCK BAR LOCKING SHOWN ® ®® ® 8'-0' TO 9'-10" 2 WATER INFILTRATION RESISTANCE ETC. in �' 11'-9" 2 SECTIONS 18"15 SECTIONS 21' ALTERNATE TO 10'-0" TO 11'-1'0" 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, p o 0 0 12' 1 SECTIONS 18" 6 SECTIONS 21" SPRING LOADED SLIDE BOLT 12'-0" TO 13'-10" 3 AND TO BE REVIEWED BY BUILDING OFFICIALd 12'-3" 7 SECTIONS 21 - LOCKS SHOWN ABOVE I 8'-0" TO W-10" I 14'-0" TO 15'-10" 4 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A'READILY VISIBLE LOCATION 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 15'-t1" TO 16'-2" 5 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 12'-9" 5 SECTIONS 18'" 3 SECTIONS 21" DOOR WIDTHS LABELING TO COMPLY WITH SECTION 1703.9.2. 1,11`ITTltll)/t " 13' 14 SECTIONS 18' 4 SECTIONS 21' ��� .A� !'// o 0 13'-3' 3 SEC11ONS 18" 5 SECTIONS 21" # / 'i o DUGS Eno ® ® � MIQMMIAIMM t4 X 3 4" SELF'DRILLNG SCREWS �". Pj°° ENS f i 6 13'-6" 2 SECTIONS 18" 6 SECTIONS 21' lag-AiI t ` 7�� \ W MAY BE USED � �°• b>ic � o 13'-9' 1 SECTION 18" 7 SECTIONS 21" IN LIEU OF #14 X '5/8" SMS C a 14' 8 SECTIONS 21" - AC-pt ce1 1 "( ( I 10'-0" TO 11'-10" 1 14'-0" TO 15'-1D" _ O.7 592 =_ o m NIA. ,; 14'-3' 6 SECTIONS 18' 3 SECTIONS 21" Date v DOOR WIDTHS o- DOOR WIDTHS - 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" _ v m 14'-9" 14 SECTIONS 18" 5 SECTIONS 21" 4 - (( ® ® 15' 3 SECTIONS 18" 6 SECTIONS 21" ®I ( [3 0 [3 ® M® ® ® -- - uTA OF ° �� drawing no. 15*-3" 2 SECTIONS 18" 7 SECTIONS 21" ® ® i�°'°15-5 1 SECTION le 8 SECTIONS 21' s �� °°° 02-21 15'-9' 9 SECTIONS 21" - I 12'-0' TO 13-10" 15'-11" TO 16'-2" _) 7!!f ® ��St�� sheet 1 of cj 16' 6 SECTIONS 18",4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS If l t 11t 24 GA. STEEL PANEL a C tV O FLAPS BENT OVER PANEL o 71 � i0 PRODUCT RENEWED Lr= 00�''j a - - i as complying with the Florida u1 Building Code y(�j 1/2" PUNCHED HOLES i (� @ 4" O.C; rl. NOA-No. 2 107.06 ® h^ LL Expiration e07/21/ 025 = In R _ m. 1 a >M I By MIr °o i. Miami-Dade Product Control 0 a.a .055" X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS - - I Z 0 cv 0 BOTTOM OF PANEL TRUSS FASTENED TO I of a LL VERTICAL INTERMEDIATE STILES W/ TWO Z In 0 #14 X 5/8" S.M.S. AND TO END STILE - - t oftvC r RM&ft � 2 W/ FOUR #14 X 3/4" SELF DRILLING S. mlwylag � with W(00 0 2 m { A 'afire No 17-1 .1 w Z - - } ? 2 o - - 3/16" POP RIVETS i o F'md - atC o LL iz AT 4" O.C. in (6) FOR 21" STILES (5) FOR 1,8" STILES o .024" STL. PANEL �5 O + END STILE w M to LU OUTSIDE OF DOO caa n' a t u; E DO � o U cr) 1 ST SECTION (BOTTOM? INTERMEDIATE SECTION TOP SECTION €-� o L. 3 a to 0z � ``' O LO o 0 OPTIONAL STOP MOULDING rn (D BY DOOR INSTALLER SOLID BRASS DOOR VIEWER .� o STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' ¢' TO WOOD JAMB WITH ## 14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .049" STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 5/16 X 1-5/8" LAG SCREW 6 PER HINGE END STILE, CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X 058"FORMED STEEL SEE DETAIL ABOVE v ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET: W W W m END STILE WITH (4) 3/16" POP RIVETS " 'POWERS' N W SOUTHERN FINE 1-7j8" X 2-5j8" X .049" STEEL A) DIA. POWER-BOLT BY = _ _ c� �n a DI5TDANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) o N 0.55 S. Q� CENTER STILE, GLUED AND RIVETED 2" 'MIN. EDGE DISTANCE W cWs W 4 TO PANEL W/ (4) 3/16" RIVETS 3/16" 4 z z z o 1- MIN. POP RIVETS °9 4 ,- 1-3/16` ,3/8" DIA. HLC SLEEVE BY 'HILT?` N v o # 14 X 5/8" S.M.S. i DIST. ' 4 HINGE ° ° I B) 1-1/4" MIN EMBED INTO CONCRETE OR FILLED BLOCK 0 z z / t �° b. 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE i 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 1-3/1 fi CONCRETE f'c = 3000 PSI MEN. Q p o a o C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. '> T 1.9" X 2.19" X 3:3" X .090" ANCHOR TYPE A OR B - Y STEEL TRACK BRACKETS SEE PS SHEET 3�FOR BRACKET SPACING i i ( 1ltiill SEE SHEET 3 FOR SPACING 1-1 EN ri I I e 0 i 0592 a 1/4-20 SS BOLT .b 7-1/2" X ,050" INTERIOR SIDE 7-1/2 X .071" & 'NUT v o GALV. STEEL END ROLLER HINGE STEEL TRACK CENTER HINGE 14 GA. X 2-1/8" X 1" (STANDARD) 1.82" DIA. X 50' STEEL ROLLERS (STD.) OF drawing no. 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/8" PUSHNUT 1,82" DIA. X .50" NYLON ROLLERS (OPTIONAL) FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"' DIA. X .50" STEEL ROLLERS (OPTIONAL) ° 4 ° "°°< 0 2—21 W/ 1/4-20 X 5/8" TRUSS HD'. 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) SLOTTED M.S. & LOCK NUT' SECTION B-B WITH 5" STEM �/I I I I fit1`1� sheet�of 5 1-1/2' X 1/2" X 1/8" HORIZ. ANGLE m POP RIVETS X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. p 2 2-3/4" X 5-1/2" X 3" X .104" + 5j16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT' INSULATION OR WINDOWS, n GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHT 2' X 2" X 1/8" HORIZ. ANGLE I OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET I1 A FOR DOOR HEIGHTS ABOVE 8 FT. OR FASTENED Wj (6} # 14 X 5/8" S.M.S. _ II DOORS WITH INSULATION OR WINDOWSS SPOT WELDED TO HORIZ. TRACK C" w 14 GA. GALV, STEEL ADJUSTABLE " WITH TWO WELDS AT 1-1/2" APART Z M e SLIDE FASTENED TO BRACKET 2-1/2 X 4-1 j4" X 13 GA STEEL PLATES A Y J FIRST AT 3" O.C., REST AT 9" O.C. to 0 W/ 5/16-18 X 3/4" HEX HEAD - WELDED TO 1-1/2" X i-1/2" X 14 GA. ANGLE -- CONNECTED TO FLAG BRACKET ANGLE M. SCREWS & NUTS. FASTENED TO TRACK - W/ 3/8-16 X 3/4" BOLT & NUT M Q WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH O N` m TOP BRACKET - (2) 1/4-20 X 5/8" BOLT & NUT C4 i (STANDARD) TOP BRACKET pLL LOW HEADROOM 1 DOOR j - - 14 GA. GALV: STEEL TRACK p0 >M HORIZONTAL REINFORCEMENT CY C °o 1/2" X 1-3/4' X .058" FORMED STEEL VERTICAL TRACK a p tt GLUED TO PANEL AND FASTENED TO 2-1/8" 3C 1" X :08Q° o cq VERTICAL STILES WITH SECTION A—A 000 m (2) 3/1'6" POP RIVETS 2" X 5-i/2" X TEE L w U.Uj D N GALV. STEEL o FASTENED W/ (4) # 14 X 5/8" S.M.S. (� Z TOP ROLLER BRACKET FOR * SECTION HEIGHTS BRACKET PLACEMENTS t7 0 Q . HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR HEIGHT w 0) 1/2," X 1-3/4" X .058" FORMED STEEL 1ST 2ND 3RD 4TH 5TH B1 BZ 83 B4 B5 B6 B7 B$ GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - VERTICAL STILES WITH {2} 3j1s" POP RIVETS 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56 6Z" - a 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - � rn 5/18" MEETING RIB 7'-6" 18' 18" 18" T8" 18" 1" TO 2" 11-3/4" 23" 34" 45' 56" 67" 78-1/4" PLASTIC/STEEL ROLLERS 8'-0" 21" 18" 18" 18" 21' 1" TO 2" 11-3/4" 23" 34" 445" 56 67" 78-1/4" 1.82" DIA. X :50" F _ *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM z CO o W/ .44 DIA. X 4-1/4" STEM =w FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. C) ti ��,- o 1 C9 = w M x Z cr P) w o L DUD f EVI w C OPTIONAL INSULATIONS: p a m 1.9' X 2.19" X 3.3" X .090" 5 ink Wifb- Q s BY 'DYPLAST PRODUCTS LLC' STEEL TRACK BRACKETS n C -C fn ISO-25 POLY-ISOCYANURATE h 2-3/16" HIGH Arcac PJa _%t E 00 DENSITY = 2.0 PCF CQ CONNECTED TO TRACK WITH a N N.O.A. #16-1108.04 ) 1/4" BOLTS & NUTS.OR BY `CELLOEOAM NORTH AMERICA* M DENSITY = 1.03 PCF 0 LO o N.O.A. #15-1203.04 rn °4 C13 r— 0 BY 'INSULFOAM LLC' m N p N = F DENSITY = 0.92 PCF + N.O.A. #17-0221,06 m ' M O m � `U'I 14 GA. GALV. STEEL ROLLER HINGES FASTENED N = o m W/ (6) # 14 X 5/8" SMS E0 a = O MIN. .024" ROLL FORMED STEEL PANEL m o DRAWING QUALITY G-40 MIN. YIELD STRENGTH 39 KSI Z o F HA WITH PRIMER AND BAKED-ON �a POLYSTER PAINTED TOP COAT TRACK CONFIGURATION v o 0 o a APPLIED TO BOTH SIDES OF STEEL J W z ii0 0 co r of Ni N VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM o � oo DOUBLE TRACK 12 GA. GALV: STEEL AVAILABLE TRACK OPTIONS `�1ti� , BOTTOM BRACKET FASTENED \�� Q' Ah �j/ o W/ (4) # 14 X 5 j8" SMS E ti*� � �� o . cr as complying with the Florida �` �.° y1C(Eid�4r °_� s 1 Building Code i < . NOA-No. 2 107.06 792 BOTTOM SEAL OPTIONS d T a SEE SHEET 5 v_xpirati®n D e07/21/205 �y By r' Miami-Dade Product Control o TA OF drawing no. SECTION A—A 'd� � �� �°' c�° �` 02-21 SOF REINFORCING TRUSSES `��l� �111% �,`` sheet 3 of 5 3 4" REINFORCEMENT to IN. 1/2" X 1-3/4" X .058" o DGE #8 X 1" FORMED STEEL DIST. r z 1-1/2" MIN. SELF DRILLING SCREWS #8 X 1" a a I GE DIST. a i m 3/16" 'RIVEX' STEEL RIVETS SELF DRILLING SCREWS Cl) 0 0 O m = m MULTIGRIP W DOME HEAD e4 a / " 3/16" 'RIVEX' STEEL RIVETS ® Z a O \ M \ >-0 AT 48 O.C. W 0 i w i N AT 48 RIOP W/ DOME HERO REINFORCEMENT p O 6 a 1/2" X 1-3 f 4" X .058" W FORMED STEELIN 2BY 1/4" DIA. LAG SCREWS 2BY 1/4" DIA. LAG SCREWS + CL a AT 6" FROM ENDS AT 6" FROM ENDS WOOD BU I WOOD BU tF--� 11 AND 15" O.C. MAX. i I AND 15" O.C. MAX. U W h 1 I W'STRIP ADAPTER 60STEEL o -M a ALUMINUM RIP ADAPTER d z Q 0 RUBBER W'STRIPPING RUBBER W'STRIPPING M O N W ZtAF. - o O50 040 e M ;�. 224 C' 534 .7 0 .348 W Get !w- 1350—�{� I � 1.794—�{ I c.t r4 I�3�io ibb�C C R V1 w tN BOTTOM SEAL OPTIONS As , It the 'ein d w OPTION `A' OPTION `B' Acceptance 01 s 12- �i WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD sPECIFIc GRAvrry SG=0.55 MIN.) �_ v as v THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT ~ o Kew X TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. w C > FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE o Q LL- VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING "' a ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 00 Q c o 318" HLC SLEEVE BY 'HILW COI, 1-1 4" 8" 2" V cv 3 8" CONFLEX BY 'ELCO' FILLED BLC 2" 8" 3-3/4" L. v STEEL STRUCTURE BY OTHERS 3 8" DYNABOLT BY 'ITW' CONC. I 1-1 2" 8" 2-1/2 p (D IN 3 8" POWER-BOLT BY 'POWERS' CONC. 2'" 8" 2" 0 0 z 5 16" X 1-5 8" MUST SUPPORT THE LOADS IMPOSED / cr a o / / 3 8" SLEEVE-ALL BY SIMPSONS' CONC. 1-1 2' $" 3' TAG SCREWS BY DOOR SYSTEM ¢ rn a� v AT 12" O.C. CONCRETE f'c = 3000 PSI MIN. Q o 5/16" DIA BOLTS C=90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. N WITH WASHER & NUT WOOD BUCK CONNECTION TO MASONRY AT 12" O.C. MAX. EDGE Disc. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I o GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 z < U zo 1/4" ULTRACON BY 'ELCO' WITH SPACING OF o o a 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED W 0 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3f4" MIN. EMBED 1-1/4" X 2-1/2" X 14 GA o Z w o �� 2-1/2" MIN. EDGE DISTANCE 11_1/2^ 1-1j2" CONT. STEEL ANGLE 1-1/2" Ir X w v) 1/4" Uj TAPPER BY 'POWERS' WITH SPACING OF 12 GA. GALV. STEEL o Oco a 11" C.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. z 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN, EMBED 1/16" X 2-1/2 AT 12" O.C. IN DOOR OPNG. < fy MID 3" MIN. EDGE. DISTANCE FILLET WELDS GAT STEEL TRACK AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES 3/8" CONFLEX BY 'ELCO' OR CONNECTED TO CONT. ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. 3/8" LDT BY 1TW' WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT i� ¢_ 23" O.C. INTO 3000 PSI CONCRETE; WITH 2-1/2" MIN. EMBED 2 0 C! 3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK m ° o o o 3f8" HLC SLEEVE BY 'HILTI' WITH SPACING 4F TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK a) o L - Y J 10" 0,C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST: 0�4 i!i I6I 15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND jt !!! 2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION \�r� A� l � o PREPARATION OF JAMBS BY OTHERS IRENEWED A Or 0 with the Florida FOR NEW CONSTRUCTION ENGINEER 0E RECORD OR ARCHITECT TO VERIFY as complying 0, Oh92 Building Code � a m ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED e a o Y BY DOOR SYSTEM: N®A-No. 20-0107. 6 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expiration D te07/21/2025m BUILDING OFFICIAL UPON INSPECTION. B ®� S ; -- BT OF a` �0 drawing no. y R1��. ' '° �' 02-21 Miami-Dade product Control ®! `� MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 291 Lbs per Ft. ss��d fM MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16 X 44 PSF)/2 = 355.5 Lbs per Ft. !!!I9PII1It11`�>> sheet'44f 5 .500 .250 *-PLASTIC COMPLIES WITH N DOOR PANEL CHAPTER 26 OF FBC I 24 GA, (.024) STEEL MIN. SEE EVIDENCE PAGE M r` _ F- 111 0 1.765 1.725 IL 6 7/16" DIA. WASHER W 1:1447-1 N L QhU. 1 0UNN #8 X 3/4" SMS 21M3/4" I�—.$00 0 f p 11 , 3/8" FROM ENDS 176 i� AND 7" O.C. MAX: WDW. WIDTH C '> EXTERIOR FRAME INTERIOR FRAME N W o 0 1 w 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w a LL j l j l i 1 (4) #8 X 3/4" SMS _ o MAX. w N - o 0 1-3/8" FROM ENDS ~ �,o t 2 O:C. MAX. n � J AND 8-1/ "! IIIi 1 0 W0 t ) Jill A © El N p}. fjll t: .175 X .062 DEEP ¢ ! GROOVE I,I 00 lili � EEI % r EZ11 O U n 1/4" POLYCARBONATE LEXAN j t- 'G O 1'1 BY 'SABIC INNOVATIVE PLASTICS' i Fl NOA #15-0915.08 i a3 2 's 0ill. 6 Q il1'I 0 EE] LIJ E u k� a o X I�j1 - El [i] a _ 3s o v Li p O '` it} -c a EEI a m :, �, v� �. v 1.1 N t- (1) Iilj !j1i —z Jill I j i EI 'r. � �;.175 X .062 DEEP i-11 II GROOVE ry v v I i( .• CO � w o (' t- 1 o " INSIDE ELEVATION c W j I i t r (4) #8 X 3/4 SMS ODuc 11' v o 1lfi @ 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v o j i j I AND 6-1/2 O.C. MAX. complyingmath i z z t(�` WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION "a ! #8 X 3/4" SMS �/ ept ce Pdo ' - '12- p 1 1 I inties I ! 0 3/8" FROM ENDS 175 X .062 DEEP t" i AND 4-1/2" O.C. MAX. GROOVE CT ° 0 o # X 3 a O o 0 0 — as complying with the Florida o -� Building Code NO Ea#s�? _L y o r o S►- o. 2107.0 #8 X /4" SMS Ii�r i � � 3 FROM ENDS Expiration D e07/21/2025 l`11�614111J�,,jr -,GEN 9 AND 7" O.C. MAX. �- __ _ By k� rrrr o '_ :-.- = Miam'-D Product Control o� �. ' �G��3S' a 7/16" DIA. WASHER 592 T q V i y DOOR PANEL H 24 GA. (.024) STEEL MIN: EXTERIOR DOOR PANEL 15/16" MIN. D.L. OPG. �� TAT OF drawing no. 24 GA. .024 STEEL MIN. ®r�� .LO�i®P^°h�j��v 02—`2 { ) GLAZING SITE ®s WINDOW WIDTH j� AL , sheet 5 of 5