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HomeMy WebLinkAboutAPPROVED 18' NOA 4044 M IAM I- MLAMI-DARE COUNTY" PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.,ov/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 ion the accepted manner, the manufacturer will incur the expense of such testing and t_he 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 8241811 Steel Sectional Garage Door up to 18'-2"Wide w/ Window Lite Option (DP+40.0,-44.0 PSF) APPROVAL DOCUMENT: Drawing No. 05-03 Rev 1,titled "Sectional Garage Door", sheets 1, 1.1,2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, manufacturinb 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 staterrient 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 rer_ewal 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 shalt 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 port-ion 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#16-0330.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. ° NOA No. 17-0919.11 MIAMI-DAD COUNTY' Expiration Date: March 29,2022 Approval Date: December 14,2017 �� �t Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 05-03,titled"Sectional Garage Door", sheets 1 through 5 of 5, dated 05/16/2005,with revision H dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E. B. TESTS "Submitted under NOA #09-0128.06" 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 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc, Test Reports No.HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F.Font, P.E. 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, PE. "Submitted under NOA #06-0817.07" 3. Test report of Uniform Static Air Pressure and force Entry Resistance Test, per FBC, TAS 202-94 on"Sectional Residential Garage Doors", prepared by Hurricane Engineering& Testing, Inc., Report No. HETI 05-1445, dated 03/18/2005, signed and sealed by Rafael E. Droz-Sella, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing, Inc., Report No.HETI 05-1440, dated 05/11/2005, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA #03-0210.04" 5. 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. C_4LCULATIONS "Submitted under NOA # 14-0814.03" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA #09-0128.06" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E. -!� \- L � Ishah I. Chanda,P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29,2022 Approval Date: December 14,2017 E- 1 DAB Door Company,Inc. 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. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polyearbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoarn Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dypiast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-CI P olyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM Gi55 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 D638 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. S. Test Report on Self-Ignition Temperature Test, Rate of Burn 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 1. Statement letter of code conformance to the 5th edition (2014) FBC and of no financial interest issued by AI-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. erUlei _ - lshaq 1. Chanda,P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date:March 29,2022 Approval Date: December 14,2017 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 05-03 Rev I,titled"Sectional Garage Door", sheets 1, 1.1, 2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. 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 conformance to FBC 2014 (51h Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA 416-0330.01, expiring 03/29/22. Ishaq I. Chanda,P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29,2022 Approval Date: December 14,2017 E-3 7-1/2" X 2-1/4" X 18 GA. TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" GALV. STEEL CENTER HINGE ��� - PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER W/ (4) #14 X 5/8" SMS by 4 �� FASTENED TO END STILE WITH TO BE INSTALLED AT p ANY CENTER STILE �n WITHOUT DELRON SLEEVE (STD.) i (6) #14 X 3/4' SELF DRILLING SCREWS 0 p 7-1/2" X 3" X .071" GALV. STEEL r (D O 1 CENTER STILES 0 b cwo � END ROLLER HINGE I I SEE SC Z m a W/ (6) #14 X 5/8" SMS I 0 O I H. 'A' La WITHOUT DELRON SLEEVE (STD.) t o a fL .14 . N WITH DELRON SLEEVE (OPTIONAL) O p o O \\ \ O ��� I 0 W N m 7-1/2" X 2-1/4" X .071" _ i1 GALV. STEEL CENTER HINGE �� 1� w o W/ (4) #14 X 5/8" SMS 2/ DOOR © WITH DELRON SLEEVE (OPTIONAL) �� ! Lj . 0-- Cr0 --M o 0ano .°� o \ 0 CENTER HINGE �' yl 1" W X .15 THK. LATCH \\\�`� — — — - — — - a Z O \ STANDARD LOCK `� = o o Z W - m \� SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. `� a z m Q ---5/8" MIN. LOCK ENGAGEMENT ` 0 0 00 w 0 r CONFORMS TO SECTION 1008 REGARDING GARAGE DOOkqoo o w w Lf) rn cV p w oI n La CT> .158 DIA. GALV. AIRCRAFT TYPE o } = - - °Q E m r N CABLE & NICO--PRESS SLEEVE p W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1' _ -- -�— _ O D0 STEEL PLATE �� © w o WITH {6} #14 X 5/8" 5M5 � Q T r� BRACKET BRACKET N CL STD. LIFT DOOR LOW HEADROOM �' O DOOR OPTION ¢ 0 N \� �� OPTIONAL VENT p r� 7-7/8" X 3-1/8" X .010" (3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE � 0 cD N COLONIAL DESIGN WOOD GRAEN DESIGN STEEL PLATE OPENING AREA NOT TO EXCEED L A w 0 Z o WITH (4) #14 X 3/4" SDS 120 SO, IN. MAX. DOOR WIDTH. m L o 0 18'-2" m " QN •� CENTER LE INSIDE ELEVATION _ STI RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40..0 PSF oursldE14k onuc f — 44.0 PSF HANDLE END STILE #14 X 3/4" SELF DRILLING SCREWS MAY BE USEDc*wj wkb IN LIEU OF #14 X 5/8" SMS ti w n piece [�� 17 ` `_ 1 DAB DOORS INC. LOCK BAR GUIDES flt��9s Hurricane Master® Model 824/81 1 INSTALLED ON END STILE Ec 1 � Max. Size 18'-2" X 16'-0" High W W w p WITH (4) #14 X 5/8" SMS t ` gym With Window Lite Option L = _ < z Q GENERAL NOTES .18T X .6W LOCK BAR ai o 0 0 0 � ENGAGES IN TRACK 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Z ON EACH SIDE OF DOOR REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA OUTSIDE KEYED LOCK BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). �OPTIONAL 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS i0 M In Y DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA •2 o o o ry o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE m LOCK BAR LOCKING SHOWN MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. BUILDING CODE, TAS-2o2, TAS-2o1 & rAs-203 FOR HVHZ AND � o o 0 0 ALTERNATE TO ASTM E1886--05/ASTM E1996-09. m o w SPRING LOADED SLIDE BOLT 3. A LOAD DURATION INCREASE IS USED tN DESIGN OF ANCHORS INTO WOOD ONLY. LOCKS SHOWN ABOVE �`o1914iIl�IPff 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ��� A§ ®°° L Q COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ®�` ��� °°°°°°°�� °°�® f REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. �®O�N191 ° ® i� La 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ®® I CA 0 ~ FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY N ®��� a n OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR e e a o o WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ®P ��` drawing no. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ®®�� °° °�����'°° � � 05-03 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. ��®9®�AL 11v�� sheet 1 of rj ( � m 1i o 0 0 I u) Z -� O cry W Q o� M Q FLLI cy N C¢) Q a � oa ` o a Lu j N 1% o1= IL '— o p IL vi 0 Q w I ,; y. ZN - o M 0 (0 aLu0 F- N O7 I N [D M tL' Q � O O CD W re) x TOTAL # DF 0 T N DOOR 'U' BARS AT � a > HEIGHT CONSISTS OF EACH DOOR < < 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" J E 00 � `O 6'-9" 1 SECTION 18" 3 SECTIONS 21" 5 Q O 0) w o 7' 4 SECTIONS 21" — Z U CENTER STILES 7'—6' 5 SECTIONS 18° — SCHEDULE 'A' O0 CD z 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 6 ®� CENTER STILES CONFIGURATION 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS # OF CENTER STILES m — 0 .. 8'-6" 1 SECTION 18" 4 SECTIONS 21" p r = F 8'-0" TO 9'-10" 2 8'--9" 5 SECTIONS 21 8'-0" TO 9'-1o" 10'-0" TO 11'-10" 2 9' 6 SECTIONS 18" — DOOR WIDTHS 12'-0" TO 13'-10" 3 9'-3" 5 SECTIONS 18" 1 SECTION 21" 14'-0" TO 15-10" 4 9'-6" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 7 15'-11" TO 18'-2" 5 m 10' 2 SECTIONS 18" 4 SECTIONS 21" �® � ® ® � ag Yifi%-0 h Oke RAW 10'-3" 1 SECTION 18" 5 SECTIONS 21" p 10'-6" 6 SECTIONS 21" — 10'-0" TO 11'-10" N'ce "'6 p o 10'-9" 6 SECTIONS 18" 1 SECTION 21" DOOR WIDTHS thpi if PLo 11' 5 SECTIONS 18" 2 SECTIONS 21° o 11'--3" 4 SECTIONS 18" 3 SECTIONS 21 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 8 ® a 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" sn 12'-3" 7 SECTIONS 21 - 12'-0" TO 13'-1G" o 0 0 12'--G" 6 SECTIONS 18" 2 SECTIONS 21 Y DOOR WIDTHS T o 12'-9" 5 SECTIONS 18" 3 SECTIONS 21 Q) c 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21 9 t®`�99E&G9g�®Ai 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" ® ® ® \� ��®....... � o 13'-9" 1 SECTION 18" 7 SECTIONS 21" ®® �°°"°�1G��S�° ° s La o 14' 8 SECTIONS 21 - 14'-0" TO 15'-10" m o i 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS _ 0592 ; a v O U t 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" m� • � e � m - 1 4 SECTIONS 18" 5 SECTIONS 21 15' " ® ® M M ® M ® M i 5' 3 SECTIONS 18" 6 SECTIONS 21" 10 �6 rawin 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" F OF 9 no,d 15'-6" 1 SECTION 18" 8 SECTIONS 21 _ i �S o mv�`a _ 19 SEC IONS 21 _ 18'-2" c 05-43 1 1-9" 6 SECTIONS 18",4 SECTIONS 21" 11 — 15 DOOR WIDTHS ���� s',���®HAL i\ e�` sheet 1.1 of rj r >i m - - 24 GA. STEEL PANEL � `/ 0 I - 1/2" X 1-3/4" X 16 GA. Z w FORMED TUBE TOP FLAPS BENT OVER PANEL Z m U OF EACH PANEL ° Z + I a g N 0 ° IL C ui I � oo � o 0 16 GA. X 2-1/4" X 3/4" X 2" - _ ° C A N M GALV. STEEL U.BAR REINFORCING TRUSS w TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - - 1/2" PUNCHED HOLES ON W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE 0 LW/ FOUR # 14 X 3/4" SELF DRILLING SCR. @ 4" O.C. '1 0010 PIS' Ls A I >xm o Q 3/16" POP RIVETS I Q W O ui 1/4" X 3/4" X 2° GALV. STEEL U.BAR REINFORCING TRUSS (6) FOR 21" STILES 16 GA. X 2-1/4" X 3/4" X 2" _ _ AT 4" O.C. I Z fn M 16 GA. X 2-1/4 GALV. STEEL " REINFORCING TRUSS I G 2 TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES �� J O O Q ® BOTTOM OF PANEL TRUSS FASTENED TO W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE _ _ (5) FOR 18" STILES Q w m r VERTICAL INTERMEDIATE STILES W/ TWO#14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. _ W/ FOUR #14 X 3/4" SELF DRILLING S. _ _ 16 GA. X 2-1/4" X 3/4" X 2" I GALV. STEEL U.BAR REINFORCING TRUSS I N 1/2" X 1-3/4" X 16 GA. TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES `1 N OPEN TUBE @ BOTTOM W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE G� 9 I OF EACH PANEL �� c4 W/ FOUR # 14 X 3/4" SELF DRILLING SCR. to _ = L O + I o O � c) ci RD 0 0 0 C a w — K) X CD ESP � > END STILE < v s L' CL [.024" STL. PANEL Q o 1 ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION z `a OUTSIDE OF DQO O REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS 1— O TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL w O .. Vl L 1 o OPTIONAL STOP MOULDING _ a) BY DOOR INSTALLER =�_ Q cV p •• #14 X 5/8" SMS =� Q f _ STEEL TRACK BRACKET FASTENED 6 PER HINGE TO WOOD JAMB WITH 3/4" X 2" X 2-1/2" X .049" STEEL 5/16" X 1-5/8" LAG SCREW 1/2" X 1-3/4" X .058" FORMED STEEL END STILE, CONNECT TO PANELS WITH (FULLY THREADED) GLUED TO PANEL AND SECURED TO 4 3 16" FLAPS AND (4) 3/16" ALUM RIVETS HEX WASHER HEAD TYPE A END STELE WITH 3/16" POP RIVETS ® 12" O.C. POP RIVETS SEE DETAIL ABOVE SOLID BRASS DOOR VIEWER AND PUNCHED FLAPS SOUTHERN PINE BY 'SCHLAGE SECURITY HARDWARE' 0.55 S.G. 3/4" X 1-7/8" X 2-1/2" X .049" °a STEEL CENTER STILE, EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE d� FOR QUANTITIES SEE SHEET 1 DISTANCE POSITIONED AT EYE LEVEL GLUED AND RIVETED TO PANEL Z " Z Z ` I1 MIN. { ) / A 11-3 16 BIU.Cf # 14 X 5/8 S.M.S. 2 3 16" - / I 4/ HINGE POP RIVETS r .+$cceptae�te�saee No I E:apa l�ak� � `2.2w 1-3/16" 1 3/8" POWER—BOLT BY 'POWERS' p �_ 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. i ° rn a m 7 m ONE PER BRACKET 1.9" X 2.19" X 3.3" X .090" SEE SHEET 3 FOR BRACKET SPACING - STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING \\\Lj91I 9 g�OOB L77 FLA (2) 3/16" RIVETS `Y TOP 8c BOTTOM ® I o ~ 705 2 2 1/4-20 SS BOLT p m 7-1/2" X 3" X .071" m a m a n STEEL TRACK 7-1/2" X 3" X .071" & NUT END ROLLER HINGE 14 GA. X 2-1/8" X 1" (STANDARD) GALV. STEEL CENTER a 7/16 PUSHNUT HINGE �® 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 1.82" DIA. X .50" STEEL ROLLERS (STD.) AYE®P � drawing no. FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT ® may° �9� 9 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) ® m W/ 1/4-20 X 5/8" TRUSS HD. /A� ��ub�.o<°`�0 ®� 05-- 03 INTERIOR SIDE 2.75" DIA. X .5d" STEEL ROLLERS (OPTIONAL) SLOTTED M.S. & LOCK NUT SECTION $-B 2.75" DIA. X .50" NYLON ROLLERS S (O5TIOSTEM ®®s°°����,G;L b� ®`®a (sheet2 of j POP RIVETS 2 X 2 X 1/8" HORIZ. ANGLE m 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK 2" 2-3/4" X 5-1/2" X 3" X .104" , 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2" APART o GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHT FIRST AT 3" O.C. I TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II i A REST AT 9" O.C. `a FASTENED W/ (6) # 14 X 5/5" S.M.$, _ _ CONNECTED TO FLAG BRACKET ANGLE z m W/ 3/8-16 X 3/4" BOLT & NUT m .090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH Z "� SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE - A J (2) 1/4-20 X 5/8" BOLT & NUT �"' cw W/ 5/16-18 X 3/4" HEX HEAD FASTENED TO TRACK - -- Q a ' WITH (4) 1/4-20 SS. BOLT & NUTS _ O u M. SCREWS & NUTS. _ _ - HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" O w ro + TOP BRACKET (STANDARD) TOP BRACKET L- U. F- m - (OPTIONAL) VERTICAL TRACK (? N r - LOW HEADROOM DOOR 14 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080" p of ri SECTION A—A C' a m oo HORIZONTAL REINFORCEMENT G a p 1/2" X 1-3/4" X .058" FORMED STEEL Q GLUED TO PANEL AND FASTENED TO 2" X 5-1/2" X .104" N rn p N VERTICAL STILES WITH GALV. STEEL M Z J (2) 3/16" POP RIVETS FASTENED W/ (4) # 14 X 5/8" S.M.S. Q W U LL 0 TOP ROLLER BRACKET FOR DOOR * SECTION HEIGHTS BRACKET PLACEMENTS 1L z C m LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 H6 B7 B8 '� p cq Q -1 HORIZONTAL REINFORCEMENT Z M - w 1/2" X 1-3/4" X .058" FORMED STEEL 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11--3/4" 23" 34" 45" 56" 67" - ~ GLUED TO PANEL AND FASTENED TO 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - - - VERTICAL STILES WITH (2) 3/16" POP RIVETS V-O" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56 67" - n - - 5/16" MEETING RIB 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 1 1-3/4" 23" 34" 45" 56" 67" 78-1/4" 8'-0'$ 21" 18" 18" 18" 21" 1" TO 2" 11 23" 34" 45" 56" 67" 78-1/4" 1.82" DIA. X .50" ROLLERS *- = F SECTIONS ARE NUMBERED STARTING AT THE BOTTOM Q_ Q W/ .44 DIA. X 4-1/4" STEM w FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 0O o = w o U o o = o .. zw w - � 6 OPTIONAL INSULATIONS: w 0 � Q � > E 'DXEL6ST PRODUCTS LLC' o o m i.9" X 2.19" X 3.3" X .090" � Q 0 Q LL_ ISO--25 POLY-ISOCYANURATE STEEL TRACK BRACKETS 0 a= aace l�o 7-6 I'7 m cn DENSITY = 2.0 PCF r 2-3/16" HIGH `° N.O.A, #16-1108.04 °� CONNECTED TO TRACK WITH Q V OR ) 1/4" BOLTS & NUTS. z BY 'CELLOFOAM NORTH AMERICA' m "`�' I. o u� - DENSITY O 1.03 PCF n m 0 ORN.O.A. #15-1203.04 a a BY 'INSULFOAM LLC' '� L)] DENSITY = 0.92 PCF m Q N m N.O.A. #17-0221.06 O _ r� o m 14 GA. GALV. STEEL o ROLLER HINGES FASTENED cv W ¢ m W/ (6) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANELCL p N DRAWING QUALITY G-40 ¢ z MIN. YIELD STRENGTH = 34 KSI z o WITH PRIMER AND BAKED-ON U 0 5 POLYSTER PAINTED TOP COAT TRACK CONFIGURATION w a e N a o 0 0 w APPLIED TO BOTH SIDES OF STEEL z m ? z a c VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM o �i _ DOUBLE TRACK Q " � o � aao AVAILABLE TRACK OPTIONS c 12 GA. GALV. STEEL ®,16i9 dg0�e BOTTOM BRACKET FASTENED ��o` ®® �, W/ (4) #14 X 5/8" SMS �� �QI{�. �� �/� o ® 7 592 p BOTTOM SEAL OPTIONS No. SEE SHEET 4 o drawing no SECTION A—A SEE SHEET 2 FOR LOCATION ® �� � .® 05-03 OF REINFORCING TRUSSES ®�rl s m1����` sheet 3 of 3 4" REINFORCEMENT t� m IN. 1/2" X 1-3/4" X .058" O DGE FORMED STEEL ¢ j8 X 1" iY DIST. SELF DRILLING SCREWS a z 1-1/2" MIN. OR SELF DRILLING SCREWS Z m / GE DIST. I m 3/16" 'RIVEX' STEEL RIVETS OR h Cn t�7 Q cn MULTIGRIP W DOME HEAD Q o m= r o / AT 48" O.C. 3/16" 'RIVEX' STEEL RIVETS z 3 i w i w 0 MULTIGRIP W/ DOME HEAD �' < REINFORCEMENT AT 48" O.Ce O La 1/2" X 1-3/4" X .058" .t m FORMED STEEL Q N N 1/4" DIA. LAG SCREWS 1/4" DIA. LAG SCREWS O O a w 2BY AT 6" FROM ENDS 2BY AT 6" FROM ENDS I n N LL WOOD BU I I WOOD BU I AND 12" O.C. MAX. I AND 12" O.C. MAX. QVR I I W'STRIP ADAPTER v 0 m ALUMINUM C 11 W'STRIP ADAPTER L m o STEEL Q G O n ei RUBBER W'STRIPPING RUBBER W'STRIPPING Lo Z O a W5U. 050 T .040 F 0 m 224 .534 .700 0 CD M G l .348 Q W01 � Lu Lu 1.750 � 1.790 N n BOTTOM SEAL OPTIONS m OPTION 'A' OPTION fn WORD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o o a (3 00 THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT S Q TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN w raj o WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q T > FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE Q VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING CD g s ANCHORS STRUCTURE EMBED SPACING EDGE DIST. J 0 CO 3/8" HLC SLEEVE BY 'WLTI' CONC. 1-1/4" 8" 2" Q o� aJ N Z U CJ I 3/8- CONFLEX BY 'ELCO' FILLED BLOCK " 3-3 4° 5/16" X 1-5/B" 2 8" Oi LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8- DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2-3/4" U O Z CD 04 3/8- POWER-BOLT BY 'POWERS' CONC. 2" 8" 2" w AT 12" O.C. MUST SUPPORT THE LOADS IMPOSED 3 8" SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1 2' 8" 3" m BY DOOR SYSTEM / / 0) CONCRETE fc = 3000 PSI MIN. m T o C-90 GROUT FILLED BLOCK Vrn = 2000 PSI MIN. cV = r 5/16" DIA. BOLTS WITH WASHER & NUT WOOD BUCK CONNECTION TO M SO RY �p - AT 12" Q.G. MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO a GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH Lj w w m 1/4" ULTRACON BY 'ELCO' WITH SPACING OF I o 10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED c - N 3" MIN. EDGE 1-1/2" 1-1/2" CONT. STEEL ANGLE 1-1 2"DISTANCE I 1-T/4" X 2-1/2" X 14 GA p w 1/4" TAPPER BY 'POWERS' WITH SPACING OF IL a 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 12 GA. GALV. STEEL - o o 10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/16" X 2-1/2 FIAT BRACKETS AT 12" O.C. IN DO DO LONG OROPNG. 2-1/8" X 1" X 14 GA. `� a x 3" MIN. EDGE DISTANCE FILLET WELDS GALV, STEEL TRACK AT 18" O.C. ABOVE DOOR OPNG. AT 12" O.C. MAX, FASTENED TO TRACK PLATES 3/8" CONFLEX BY 'ELCO' OR CONNECTED TO CONT. ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. 3/8" LOT BY 'ITW' WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT co L � 22" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED o m o N o a o 3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK m ° m 10 n m TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK o o 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF (D 0 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 12" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND `�j19198d9g1®® 2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION `�o �® �� �®®' n 0 PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY oIN F ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED A ee No �0��� BY DOOR SYSTEM. Ott e v FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF 4 " n RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. , TB OF Q drawing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (18.16' X 40 PSF)/2 = 363.2 Lbs per Ft. ®s `°°° 05--03 MAXIMUM INTERIOR(-) LOAD PER JAMB = (18,16' X 44 PSF)/2 = 399.5 Lbs per Ft. ��'�®�ONAL J�oo®` she?ef ¢of 5 .500 ,250 * PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC o 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE No Z M w Q W M N 1,765 1.725 Q N [0 7/16" DIA. WASHER LU 20 M 1.144 a N Q � Vim i #8 X 3/4" SMS 21 3/4" QO 7 m �� I1 0 3/8" FROM ENDS MAX. 176 }�- � $00 � R m o AND 7" O.C. MAX. WDW, WIDTH Q d Q Q Q 2 x * EXTERIOR FRAME * INTERIOR FRAME N 0 w � 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Z -1 I �l �l (4) #8 X 3/4" SMS NF _ o Q m D LL @ 1-3/8" FROM ENDS CD J MAX. Z - M r I I ! AND 6-1/2" O.C. MAX. 30 LO o D.LO. 0 (0 Q 1 LU 0)iiil I ll r 3 d Z M to j Il j i ills. .175 X .062 DEEP GROOVE I N ! lE M O` i L i i, ii o i, 0 o j i! 1/4" POLYCARBONATE LEXAN j :� i. :i. . O 3o0 r, BY 'SABIC INNOVATIVE PLASTICS' '; j L2222�" 0 6 n c o NOA #15-0915.08l — n X I!j! Q L 0 L� o 0' !III p (-D Q.L w 0. � i, �, ., o i, i, :i � �y W ¢ 0) a)o ~ Z d O U I 0 6 x Il.j� n Z W I 0 Lu fn a Ln g o O� I 1€ !I 1I11 jfll ljll .175 X .062 DEEP GROOVE _ � z I _ _ s Q a 0 ~ � w Q o (4) #8 X 3/4" SMS INSIDE ELEVATION z 1-3/8- FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS " X AND 6-1/2" O.C. MAX. z z € WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION f� #8 X 3/4" SMS C 0 3/8" FROM ENDS .175 X .062 DEEP k" �` AND 4-1/2" O.C. MAX. GROOVEFn a�p �#8 X 3/4" SMS � I �e � � w CAD 3/8" FROM ENDS AamptsneeN,,, AND 7" O.C. MAX. > t Few ��``�p®.A�4f 7/16" DIA. WASHER - - - - - - --- No. 592 T off - v 2 a s DOOR PANEL ° a�i b V 24 GA. (.024) STEEL MIN. EXTERIOR DOOR PANEL 15/16" MIN. D.L. OPG. ® � °, TOR �� drawing no. 24 GA. (.024) STEEL MIN. GLAZING Bli•E o���° ®VR@��°°° O�® 0J-0'.� WINDOW WIDTH eg►egdlolle�o� sheet 5of 5