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HomeMy WebLinkAboutProduct ApprovalDAB 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: Storm Master Model 824/811/812 Steel Sectional Garage Door up to 9'-4" Wide w/ Optional Insulation and Window Lites (DP +42.0,-52.0 PSF) APPROVAL DOCUMENT: Drawing No. 18-10D, titled "24 GA. Roll Formed Steel Sectional Garage Door", sheets 1 through 5 of 5, dated 01/08/2018, with revision A dated 02/08/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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. 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 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 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. • � AlpliLe"o @I APPROVED NOA No. 17-1206.15 Expiration Date: March 15, 2023 Approval Date: March 15, 2018 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 18-10D, titled "24 GA. Roll Formed Steel Sectional Garage Door", sheets I through 5 of 5, dated 01/08/2017, with revision A dated 02/08/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) 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-17-5020, dated 11/03/2017, revised on 02/09/2018, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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-17-5021, dated 11/03/2017, revised on 02/09/2018, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test report on Tensile Test per ASTM E 8 of 24 ga. (0.024") steel samples, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 11-T100, dated 01 /21 /2011 5 signed and sealed by Candido F. Font, P.E. 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, -pre-pared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 01/09/2018, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 03 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1206.15 Expiration Date: March 15, 2023 Approval Date: March 15, 2018 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 3. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 4. 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. 5. Notice of Acceptance No. 15-0410.11, issued to REHAU Construction LLC, for its White Rigid PVC Extrusions for Windows and Doors, approved on 09/24/2015 and expiring on 09/24/2020. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) and 6th edition (2017) FBC and of no financial interest issued by Al-Farooq Corporation, dated 01/09/2018, signed and sealed by Javad Ahmad, P.E. M CENTER STILES 4'-0" TO 6'-0" DOOR WIDTHS A A A A y v v V • TO • DOOR WIDTHS r 8'-0" TO 9'-4" DOOR WIDTHS DOOR HEIGHT CONSISTS OF 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" 6'-9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21 " - 7'-3" - - 7'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21 " - 9' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21 " 9'-6" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3" 1 SECTION 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21 " - 10'-9" 6 SECTIONS 18" 1 SECTION 21 " 11' 5 SECTIONS 18" 2 SECTIONS 21 " 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS 18" 5 SECTIONS 21 " 12' 1 SECTIONS 18" 6 SECTIONS 21 " 12'-3" 7 SECTIONS 21 " - 12'-6" 6 SECTIONS 18" 2 SECTIONS 21 " 12'-9" 5 SECTIONS 18" 3 SECTIONS 21 " 13' 4 SECTIONS 18" 4 SECTIONS 21 " 13'-3" 3 SECTIONS 18" 5 SECTIONS 21 " 13'-6" 2 SECTIONS 18" 6 SECTIONS 21 " 13'-9" 1 SECTION 18" 7 SECTIONS 21 " 14' 8 SECTIONS 21 " - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14'-6" 5 SECTIONS 18" 4 SECTIONS 21 " 14'-9" 4 SECTIONS 18" 5 SECTIONS 21 " 15' 3 SECTIONS 18" 6 SECTIONS 21 " 15'-3" 2 SECTIONS 18" 7 SECTIONS 21 " 15'-6" 1 SECTION 18" 8 SECTIONS 21 " 15'-9" 9 SECTIONS 21 " - 16' 6 SECTIONS 18",4 SECTIONS 21 " 7-1/2" X 3" X 14 GA. GALV. STEEL END ROLLER HINGE W/ (8) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) ! 7-1/2" X 2-1/4" X 14 GA. i O GALV. STEEL CENTER HINGE I W/ (4) #14 X 5/8" SMS �� � --� 1\ O WITH DELRON SLEEVE (OPTIONAL) LOCK2 DOOR ` I O I i 1" W X .15" THK. LATCa�� 1� STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES. FASTENED W/ (4) #14 X 1/2" S.M.S. \ "---- 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS 1-- .121 DIA. GALV. AIRCRAFT TYPE ,--- --- CABLE & NICO -PRESS SLEEVE N. IN, W/ MIN. 5 TO 1 SAFETY FACTOR O I © 2-3/4"W X 6"H X 12 GA. THK.1` STEEL PLATE, 1-3/8" DEEP WITH (4) # 14 X 3/4" �� L t--7 o SELF DRILLING SCREWS `�\ �� ` o BRACKET BRACKET —'-- STD. LIFT DOOR LOW HEADROOM CENTER STILE EN D STI LE J\� LOCK BAR GUIDES � INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 17-1206.15 Approval Da 03/15/2018 By Miami- ro uc on ro DOOR OPTION 7-7/8" X 3-1/8" X 12 GA. STEEL PLATE WITH (4) #14 X 3/4" SDS TOP FIXTURE 5-1/2" X 2-3/4" X 12 GA. STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE SEE SHEET 3 FOR TOP BRACKET OPTIONS �I�r, WWI. Qu Lim.; MINIS ■ rwin A •�1Lj y .. 0 0 0' -bi 0• • �— 111rFA u►: ., 1� A ,. A , � #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS L-•- A OPTIONAL VENTS (3) 5" WIDE AT 7" O.C. MAX. OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH 9,-4,. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. J OPTIONAL DESIGNS 1. FLUSH FACE 2. EMBOSSED WOOD GRAIN 3. SHADOW LINE DAB DOORS INC. Storm Master ® Model 824/811/812 Max. Size 9'-4" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 42.0 PSF — 52.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND ASTM E330-14, E1886 -13A & ASTM E1996-14. X\11111111/1, y�U ZM Do oZ co N Q( � G. o �o�M owN �- w }�• o00� C� o w M � it o 0 (L Vq 00��� (D I% fi � Z j N Q W (j) =U- Lf)LLZ� -o .02 M .�0(DQj Q W M H 0 rn N Q � J LO d o z CD 00 U � X Lij C O �° Ljw ED c Q cocfv �- a M o cn co C) U o N U- 0 N CD O Z ^ o M a .,I- Q W Z W O U O w _cr- c:W U a 0 -0 1 1 00 -J 00 p o N 0 01< A a �� Q 066 e co 00 0 FEB 2 1 201D c i' 70592 .01 00- o A >, e v ° e 4 v o U L: s ® o ° nA- � ° V TE O(F�i2 drawing no. ° °eee� ®C�6®�ee°° p�� °0. a ��.� 18 —1 0 D /1111110k NQ�',`��1,` Fsheet 1 of 5 8111110 I 1 ST SECTION (BOTTOM) STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET INTERMEDIATE SECTION SOUTHERN PINE 0.55 S.G. -If A - A '41 A '4- 1-1/2" 4- 1-1/2" MINS ST. 1-3/16 -c:n- GALV. STEEL ANGLE BRACKETS 1.9 " X 3.3" X 2.2 H " X 12 GA. SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2-1/8" X 1 ll (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT TOP SECTION 24 GA. STEEL PANEL FLAPS BENT OVER PANEL -\ f�� 000000" 1/2" PUNCHED HOLES ® 4" 0. C. 6t,, 3/16" POP RIVETS 0 AT 4" O.C. 'loll (6) FOR 21 " STILES 0 (5) FOR 18" STILES PRODUCT APPROVED as complyingwith the Florida Building Code NOA-No. 17-1206.15 Dat at 03/15/2018 'i OPTIONAL STOP MOULDING By BY DOOR INSTALLER Miami- a roduct Control #14 X 5/8- SMS 8 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16- POP RIVETS 1-7/8" X 2-5/8" X 18 GA. STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS #14 X 5/8" S.M.S. F 4/ HINGE Z 00 0 M ko M Z W 2 . cq IL "RI 0--, 0 LQ OWj m C,4 CL C-4 W o� LL 0 LsM 0: 0 0 0 IL 0 0 C6 t X z 0 J W 5 LL W 0 Z M W W 0) END STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4-1 X 2" X 2-1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE ANCHORS AT TRACK BRACKET: 318" DIA. POWER -BOLT BY 'POWERS' A) 2- MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 2" MIN. EDGE DISTANCE 3 , 18" DIA. IHLQ SLEEVE BY 'HILTI' B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK EDGE 3/16 A A• -a DISTANCE 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE POP RIVETS 'A - - ... .- -i A .1 1A",3,hil 6 4" MIN. EDGE DISTANCE INTO FILLED BLOCK ... . .,A* .4 '4. 19 . . d. CONCRETE Vc = 3000 PSI MIN. C-90 GROUT -FILLED BLOCK Vm = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING f /,A U U I -_ P INTERIOR SIDE 7-1/2" X 14 GA. — 7-1/2" X 14 GA. GALV. STEEL END ROLLER HINGE CENTER HINGE 1.82" DIA. X .50" STEEL ROLLERS (STD.) L-7/8" PUSHNUT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) INSTALLED ON ROLLER SHAFT 2.75is DIA. X .50" STEEL ROLLERS .(OPTIONAL) SECTION B -B 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM m 0 0 0 00 cr) W C14 cm co LO 0 co 0 x a c: > a < CL _r 0f_j cj� CD 00 C — 0 0) _0 Q) CN Lo 0 0 0 U-) 0 c* 0) m el r z 0 C) 0 CL Z w0 CL aU) ) 7r) 00 17 0 -0 N 0 cc) 0. < A H oo EB2co a 2018 ° ° .70592 1/4-20 SS BOLT j� 2, & NUT -1; 7 a U L: _c 0op 00P 0*0 TB OF drawing no. 00 a R10 18— 1 OD AL [sheet 2 of 5 111110 11 J, W z SECTION A—A (2) POP RIVETS 2-3/4" X 5-1/2" X 3" X 12 GA. GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8" S.M.S. 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET `W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR < 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT,,-_. 3 PER BRACKET 11 i A 1/2" X 4-1/4" X 13 GA. STEEL PLATES 3 f J TO 1-1/2" X 1-1/2" X 14 GA. ANGLE A FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS H1.111. TRACK LENGTH = OPENING HEIGHT PLUS 12" HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/16" POP RIVETS GALV. STEEL FASTENED W1 (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION 5/16" MEETING RIB PLASTIC/STEEL ROLLERS 1.82" DIA. X .50" W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC ISO -25 POLY— ISOCYAN U RATE DENSITY = 2.0 PCF N.O.A. #16-1108.04 OR BY 'CELLOFOAM NORTH AMERICA DENSITY = 1.03 PCF N.O.A. #15-1203.04 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #17-0221.06 4 GA. GALV. STEEL OLLER HINGES FASTENED '/ (6) # 14 X 5/8" SMS AIN. .024" ROLL FORMED STEEL PANEL )RAWING QUALITY G-40 AIN. YIELD STRENGTH = 39 KSI VITH PRIMER AND BAKED—ON )OLYSTER PAINTED TOP COAT kPPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL B0170M BRACKET FASTENED W/ (4) # 14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 5 r�- m (D mLO m m m m T TRACK CONFIGURATION 14 GA. GALV. STEEL TRACK 1-1/2" X 1-1/2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 8 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 8 FT. OR DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 2" O.C., REST AT 7-1/4" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT HORIZONTAL TRACK 2-1 /8" X 1 " X 14 GA. SECTION A—A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1 ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 B7 B8 6'-0" 18'1 18's 181911819 N/A 1 1' TO 2'j 11-3/4" 23" 34" 45" 56" 67" — 69-611 211' 1891 18" 121 to N/A 1 so TO 21'11-3/4is 23of 34" 45 67 71-01) 21 'to 21 so 2111 21'j N/A 1 if TO 211 11-3/4" 23" 34" 45" 56" 67" -- 7'-6111 1891 18" 1811 1821 1811 1" TO 2-91 11-3/401 —74 2303 34" 45 is 56,11 67 if 78-1/4 8'-0" of T2T� 18 11810 118 1# 121 " 1 11 TO 3/1 23 34 of 45 to 56 12 67 of 78-1/4 *—SECTIONS ARE NUM13LKLD 5IAKIINV Al 1 H tJU11UM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. GALV. STEEL ANGLE BRACKETS 1.9" X 3.3" X 2.2H" X 12 GA. CONNECTED TO TRACK WITH (1) 1/4" BOLTS & NUTS VERTICAL LIFT PRODUCT APPROVED as compi "Ing With the Florida Building ode NOA-No. 17-1206.15 Approval Date 03/15/2018 By miarinli—D le roduct Control HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS LOW HEADROOM DOUBLE TRACK Z opo 0 ct, ZM LL1 (D N a. OO" -M Wc 4ILN W a F- U. 0 v0m Lj > Q'0 °a paoo�t 0 (no (D Z j N ED 5 LZ — Zy) Lf) 0 0 C to j Z M ED Im U) F - z 0 c 0 Li CL LA CL -0 1 Of 00 Q)00 4-J 00 0 q -0 04 0 0 c \\,% A�4f f/ / NP. co N. GEN( o Art" 14, FEB AledOp 00 01 o.70592 -6 �Lj fuj S E 0F drawing no. .40 00 ORK 18 - 10D NAL (sheet 3 of 5 /I/111III► .OPTION 'A' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8" 3 LAG SCREWS ANCHORS AT 11 O.C.*C* EMBED AVI IN 3/8" HLC SLEEVE BY 'HILTI' WOOD BUCK CONNECTION TO CONCRETE BLOCKS 1-1 /4" PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO DGE GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH #8 x 1 to 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 11 DIST. 3/8" DYNABOLT BY 'ITW' SELF DRILLING SCREWS 1-1/2 to 2-1/2- MIN. EDGE DISTANCE MIN 1MIN. - -1/2" . L 1/4" TAPPER BY 'POWERS' WITH SPACING OF OR 11" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 11 -.M GEE -- m 3/16" 'RIVEX' STEEL RIVETS 1-1/2 it 8z cn OM m IN 0 MULTIGRIP W1 DOME HEAD 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK 3" MIN. EDGE DISTANCE TO WOOD BUCK 0 M 0 AT 24" 0. C. 11" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 04 2-1/2" MIN. EDGE DISTANCE REINFORCEMENT 1/2" X 1-3/4" X .058 FORMED STEEL 1/4 DIA. LAG SCREWS 2BY 1/4" DIA. LAG SCREWS 2BY WOOD BU AT 6" FROM ENDS WOOD I> AT 6" FROM ENDS AND 15" O.C. MAX. AND 15" O.C. MAX. .OPTION 'A' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (10.3' X 42 PSF)/2 = 216.9 Lbs per Ft. MAXIMUM INTERIOR(—) LOAD PER JAMB = (10.3- X 52 PSF)/2 = 268.6 Lbs per Ft. W'STRIP ADAPTER ALUMINUM PVC/VIN1 W'STRIPPING REINFORCEMENT 1/2" X 1-3/4" X .058 FORMED STEEL 1/8" THK. MIN. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM .050 -�- 22�.534 .224 —1.750-- 1 3 X 1" 71F DRILLING SCREWS /16" 'RIVEX' STEEL RIVETS JLTIGRIP W/ DOME HEAD . 24" O.C. ADAPTER 4YL W'STRIPPING T- .040 .700 .348 1.790__I__7 'BOTTOM SEAL OPTIONS ANCHOR SPACING 5/16" X 1-5/8" LAG SCREWS ANCHORS AT 11 O.C.*C* EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' WOOD BUCK CONNECTION TO CONCRETE BLOCKS 1-1 /4" PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 2 to 4`1 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH FILLED BLOCK 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 11 11" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 3/8" DYNABOLT BY 'ITW' 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4!' MIN. EMBED 1-1 /2 1-1/2 to 2-1/2- MIN. EDGE DISTANCE 2-1/2 is L 1/4" TAPPER BY 'POWERS' WITH SPACING OF CONC. 11" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 11 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4's MIN. EMBED to .3/8 SLEEVE—ALL BY 'SIMPSONS`CONC. 3" MIN. EDGE DISTANCE 1-1/2 it 3/8" CON FLEX BY 'ELCO' OR 3 is 3/8" LDT BY 'ITW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK 3" MIN. EDGE DISTANCE TO WOOD BUCK 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 11" O.C. INTO GROUT—FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 14" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (10.3' X 42 PSF)/2 = 216.9 Lbs per Ft. MAXIMUM INTERIOR(—) LOAD PER JAMB = (10.3- X 52 PSF)/2 = 268.6 Lbs per Ft. W'STRIP ADAPTER ALUMINUM PVC/VIN1 W'STRIPPING REINFORCEMENT 1/2" X 1-3/4" X .058 FORMED STEEL 1/8" THK. MIN. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM .050 -�- 22�.534 .224 —1.750-- 1 3 X 1" 71F DRILLING SCREWS /16" 'RIVEX' STEEL RIVETS JLTIGRIP W/ DOME HEAD . 24" O.C. ADAPTER 4YL W'STRIPPING T- .040 .700 .348 1.790__I__7 'BOTTOM SEAL OPTIONS ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. BLOCK 1 1-1 /4" 11 2 to 4`1 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 11 3-3/4 of 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2 to 11 2-1/2 is 3/8" POWER—BOLT BY "POWERS CONC. 2" 11 2 so to .3/8 SLEEVE—ALL BY 'SIMPSONS`CONC. 1-1/2 it 11 3 is CONCRETE f'c = 3000 PSI MIN. 5/16" DIA. BOLTS C-90 GROUT—FILLED BLOCK fm = 2000 PSI MIN. WITH WASHER & NUT AT 11 O.C. MAX. EDGE DIST. 1-1 4-` X 2-1/2- X 14 GA 1-1/2 CONT. STEEL ANGLE 1-1 /2 J J_ GALV. STEEL FLAT BRACKETS 3.8" X 2.5" X 12 GA. 2-1/8" X 1 X 14 GA. 1/ 16" X 2-1 /21 AT 12" O.C. IN DOOR OPNG. ( �1 GALV. STEEL TRACK FILLET WELDSS AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES AT 12" O.C. MAX. CONNECTED TO CONT. ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION PRODUCT APPROVED as compTying with the Florida Building ode NOA-Mo. 17-1206.15 Approval Dat 03/15/2018 By Miami- roduct Contr Vw I I I I 10/1 m o 0 00 CO z co 0Z LO M9 cy < W 0 of Qa cq < Lf) ca OO,Uo NL Lit Uj LL 0 :3 (w) 0 v) a m cy 0 > 0 it 0 0 1 ri 0 C6 Z_F :) LL Us z W 0 M 1 — mj a 0 m < M Z LU W m P V) zF_ Ld 0 0 0 LLI �_Ir CL 0� LIJ IL U) (1) -0 Of 00 4_1 00 0 q 70 C14 O 0 < A�4f 00 tfno�K �� FEB t2 ENq, Is; I 00 01 N 7059 o 0 -6 L: S- E OF drawing no. RVD "0a 06 a 18— 1 OD NAL //111111110 (sheet 4 of 5j DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER 3/8 7" TYP. 1 3/8" 6 1/2 #8 X 3/4" SMS TYP. SEE ELEV. FOR SPACING WINDOW INTERIOR ELEVATION FASTENERS SPACING #8 X 3/4- SMS SEE ELEV. FOR SPACING .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 .175 X .062 DEEP GROOVE #8 X 3/4" SMS SEE ELEV. FOR SPACING �� J",--�#8 X 3/4" SMS SEE ELEV. FOR SPACING 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. DOOR PANEL 24 GA. (.024) STEEL MIN. 2 00 a- PRODUCT APPROVED as coppi imp with the Florida Building ode NOA-No. 17-1206m15 ApprovalD tit 03/15/2018 By Miami- D d� Product Confr-o-r- #8 X 3/4" SMS SEE ELEV. FOR SPACING F - \\4 PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 3/4 WDW. WIDTH 18 1/8 to c; K= MAX. —.500— 250 1 1.765 .725 1.144 .176_� _-.800 EXTERIOR FRAME -INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .175 X .062 DEEP GROOVE I EXTERIOR 1-1/8 21 MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH FE82I 2018 m M 00 0 cr_ U) Z Ld 0 0W _W CL W LIJ a. U) (1) -0 00 a) 7 00 0 q C14 0 A�4f CID 00 0 ool, -ftft p. 5992 51 CA L!_j L7!j 0.. E OF drawing no. .1 P4 11 ,61 0, 0 C, 018-1OD a N 1ONA //A\ L /% sheet 5 of 1111111 j"