Loading...
HomeMy WebLinkAboutProduct ApprovalMIA►MI•DADE 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 ACCEP'T'ANCE (NOA) www.miamidade.gov/economy DAD 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 AM 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 up to 9'4" Wide w/ Window Lite Option (DP +50.0,-60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, 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 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 Iiterature. 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 # 15-0317.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•PADECOUNTY NOA-PIo 1G 033002:_.{ Expirateon Date AuguA79, 2021' proval Date June 23, 2016 7 —, DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted uyrderNOA # 09-0128.04" 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 2411 3.2.1, 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. "Submitted under NOA # 09-0128.04" 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, P.E. "Submitted under NOA 4 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 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. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 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 # 09-0128.04" 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. 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 Polycarbonate 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 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 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate 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 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 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 5" edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 E -2 7-1/2" X 3" X .071' GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8' SMS i O WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) go 1 --_ 00 I r � 0 1 I I I O I 7-1/2" X 2-1/4' X .071" ------ GALV. STEEL CENTER HINGE 11 W/ (4) 114 X 5/8' SMS WITH DELRON SLEEVE (OPTIONAL) - 0 LOCK 2/ DOOR 1" W X .15" THK. LATCH , � � 4 1, STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENEDW/ (4) $14 X 1/2° S.M.S. -- 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAG€ ODOR! O r / � I 1 .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE , r W/ MIN. 5 TO 1 SAFETY FACTOR II O I 1 I 6" X 3" x 0.1' STEEL PLATE ,\ tl o WITH (2) #14 X 5/8' SNS ��- TOP FO(TJRE 5-1/2' X 2-3/4° X 0.1" STEEL PLATE VATH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER / (6) (!14 X 3/4" SELF DRIVING SCREWS INSTALLED�TO BE AT CENTERSTILE CENTER STILE, / r—� I r r 1 m o0 o. oW I I N OPTIONAL VENT (3) 5" WiOE AT 7" O.C, AIAX. OPENING AREA NCT TO EXCEED COLONIAL DESIGN 120 SQ. IN. OPTIONAL FLUSH FAC WOOD GRAIN DESIGN MAX. DOOR WIDTH BRACKET BRACKET INSIDE ELEVATION STD. LIFT DO77-1/8' LOW HEADROOM RAISED PANEL EMBOSSED DOOR DOOR OPTION X 3-1/8' X .010' J716��END EL PLATE CENTER S;LE WITH (4) X14 X 3/4° SDSOUTSIDE'' �f14 X 3/4' SELF DRIVING SCREWS MAY 8E USED HANDLE STILE "IN LIEU OF #14 X 5/8' SMS INSTALLED 9110 STILE wrrH (4) #14 x 5/6' SMS " Q 18T X .5W LOCK BAR ENGAGES IN --RACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONA LOCK 13AR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA; BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND I ASTM El886-05/AS E1996-09. DAB DOORS INC. Hurricane Master'ID Model 624/811 Max. Size 9'-4" X 16'-0" High With Window Lite Option PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration 94b 08/0912021 By Miami-voidmi.mi-voidl Product control I Z y m 0. H 2 C R Q no' .1 Lo O�u1m 0 out m Ze7 0 Cie o t 009 O Qw�LL 6 LLz_ygg -lof9S J QWmS �' E1N/3P � o OF °6r drawing - no.- 01-09 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. • ' EDC DIST'•• 1 MIN. 1.9"X 2.19"X 3.3'X.102• STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING / 7/16' PU INSTALLED ON ROLLER STEEL TRACK 14 GA. X 2-1/8" x 1" (STANDARD) 12 GA. X 3-5/16' X 1-1/2' (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-2D X 5/0' TRUSS H0, SLOT IED M.S. & LOCK NUT ANCHOR TYPE A OR 6 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING U U 7-1/2" X .071' GALV. STEEL 24 GA. STEEL PANEL `1/4-20 SS EOLT & NUT I �� m 0 70592 3/16' ALUM RIVETS END ROLLER HINGE 0 1 0 PRODUCT RENEWED 1.82. OLA. X 50" NYLON ROLLERS (OPTIONAL) as complying with the Florida 1115 OF ;! �1391 2.75" DIA. X .50' STEEL ROLLERS (OPTIONAL) Building ode 16-0330.02 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) FLAPS BENT OVER PM'EL 1 I WITH 5'_ST`-h1 FSTpirotlon D 08/09/2021 R S N By Mlam a Product Control Owo`C 7/2' PUNCHED HOLES I 0 p g mi .02�" STL PANEL ® 4" O.C. j ' � O - m O Ir -- p IL a OUTSIDE OF DOD '(J p y3 b Q "Z9 N L 0-9 11 LLZgo- U I y O STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE (FULLY THREADED) ENDSTILE ONE PER BRACKET POSITIONED AT EYE LEVEL o 0 ANCHORS AT TRACK BRACKET: a ''1 n OPTIONAL STOP MOULDING BY DOOR INSTALLER A) 3/8' DIA. POWER -BOLT FiY 'POWERS' 2' MIN. EMBED INTO CONCRETE Q 1-7/e" MIN. EDGE DISTANCE J = y $14 % 5/8' SMS 3/4" X 2" X 2-1/2' % 18 GA. STEEL 8) �/g• DIA uLC PNP RY 'Ran' Q Z F- N I 6 PER HINGE END STILE. CONNECT TO PANELS WTH 1/2" X 1-3/4" X 059• FORMED STEEL MPS AND 3/16' ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE J Q Z W W V) m a 1 m GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END STILE WITH 3/16" POP RIVETS D 12" O.C. 4' MIN. EDGE DISTANCE INTO TILLED BLOCK 0 Q OO Z 3 � =o 7-7/8" X 2-5/8" X .045" STEEL CENTER STILE GLUED AND RIVETED TO PANEL W/ (4) 3/16' RIVETS EDGE CONCRETE Fa 3000 PSI MIN. DISTANCE C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. fWjt N Q J p = r i i i POP RIVETS _¢14 X 5/8' S.M.S. I 4/ HINGE , ° °r. �°• / 7/16' PU INSTALLED ON ROLLER STEEL TRACK 14 GA. X 2-1/8" x 1" (STANDARD) 12 GA. X 3-5/16' X 1-1/2' (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-2D X 5/0' TRUSS H0, SLOT IED M.S. & LOCK NUT ANCHOR TYPE A OR 6 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING U U 7-1/2" X .071' GALV. STEEL I- - `1/4-20 SS EOLT & NUT CENTER HINGE 7-1/2" X 3" X ,071' 70592 SECTION B -B END ROLLER HINGE INTERIOR SIDE 1.62" DIA. X .50" STEEL ROLLERS (STD.) PRODUCT RENEWED 1.82. OLA. X 50" NYLON ROLLERS (OPTIONAL) as complying with the Florida 1115 OF ;! �1391 2.75" DIA. X .50' STEEL ROLLERS (OPTIONAL) Building ode 16-0330.02 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) NOA-No. ' WITH 5'_ST`-h1 FSTpirotlon D 08/09/2021 By Mlam a Product Control lul/T � r11sF "''O I 70592 1115 OF ;! �1391 drawing 9A! I111L NIV IZ �i 0 w '01 SECTION A- RIVETS 2-3/4" X 5-1/2' X 3' X .104" ,GALV. STEEL T0- ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) If 14 X 5/8' S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET / 5 X HEX MEAD M. SCREWSREWS & NNUTS.TS.TS. TOP BRACKET 5/16- X 1-5/5` LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET, . SECTION HEIGHTS (OPTIONAL) LOW HEADROOM DOOR \ HORIZONTAL REINFORCEMENT z F X 1-3/4" X .050' FORMED STEEL 2" X 5-1/2' % .104' GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL SIRES WITH FASTENED W/ T4) # 14 X 5/8" S.M.S. (2) 3/16' POP RIVETS TOPP ROLLER BRACKET FOR 0 o LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT N CL 1/2" X 1-3/4` X .059' FORMED STEEL 21° 18" 18"121 N/A 1" TO 2°111-3/4" ,GLUED TO PANEL AND FASTENED TO VERTICAL TRACK VERTICAL STILES WITH 2-1/8" X 1" % .090' SECTION A -A (2) 3/16" POP RIVETS T-0' -5/16" MEETING RIB PLACEMENTS 1.82" DIA. X .50" ROLLERS .I O to Q J /�W/ .44 DIA. X 4-1/4` STEM / Q WOE h OPTIONAL INSULATIONS: 18" 1818'18" 18" 1" TO 2"11-3/4" �'DYP��PRODUC��C' EPS -EXPANDED POLYSTYRENE 34" DENSITY = 1.05 PCF 56" N.OA #11-0926,07 B'-0" 0R 23" ISO -25 POLY-ISOCYANURATE 45" DENSITY = 2.0 PCF 67° 78-1/4" -N.OA 1111-0926.06 OR OFCAM NORTH AMERICA' R6�1 1.03 PCF N.OA #lb -1203,04 OR 8Y 'INSULFOAI LLC' DENSITY m 0.92PCF N.OA #14-0311.08 ,14 GA. CALM. STEEL ROLLER HINGES FASTENED W/ (4) 014 X 5/8' SMS WIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 KSI - WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT AFPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL W%((4) #1144 X 5/8'CKET SSMMSED BOTTOM SEAL OPDOVS SEE SHEET 4 HORIZ. TRACK SUPPORT, CENTER SUPPORT RFOD. ON DOORS EXFEEDING 8 FT. IN HEIGHT - II If A_J RACK LENGTH = OPENING HEIGHT PLUS 12" GA BALM. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE STWO WELDED TO HORIZ. TRACK BRACKET . SECTION HEIGHTS PATH TWO WELDS AT 1-1/2" APART FIRST AT 3' O.C. HEIGHT REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANCLE z F W/ 3/8-16 X 3/4' BOLT & NUT GUIDE VITA Q n AND TO SPRING SHAFT (2) 1/4-20 X 5/8' BOLT & NUT Q 2 N 6'-0" 18" 18' 18" 118" N/A 1" TO 2"111-3/4" 23" 0 o 45 55 N CL 21° 18" 18"121 N/A 1" TO 2°111-3/4" 23" VERTICAL TRACK 0 j �p 2-1/8" X 1" % .090' SECTION A -A ❑ .1 M G a o < . 0°3 T-0' MO- LZIX O n wzu 6 L i o - m PLACEMENTS B4 95 96 87 BB .I O to Q J _ Q WOE h DOOR . SECTION HEIGHTS BRA HEIGHT 1ST 2ND 3RD!4TH 5TH B1 B2 B3 6'-0" 18" 18' 18" 118" N/A 1" TO 2"111-3/4" 23" 34 45 55 67 21° 18" 18"121 N/A 1" TO 2°111-3/4" 23" 34" 45" 56" 67° - T-0' 21' 21" 21"121' N/A 1" TO 2"i 11-3/4" 23" 34" 45" 55" 67" - T-6" 18" 1818'18" 18" 1" TO 2"11-3/4" 23" 34" 45" 56" 67 78-1/4" B'-0" 21` 18'118" 18" 21-1- TO 2`111-3/4" 23" 34" 45" 56" 67° 78-1/4" "-5LCIION5 AKL NUMBLHLU 51AHIIINI Al IHL CUI IVM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19' X 3.3' X .090' I STEEL TRACK BRACKETS n 2-3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m a m I i, N I mm I I TRACK CONFIGURATION VERTICAL LIFT HIGH LIFE STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS PRODUCT RENEWED es complying with the Florida Building Cod. NOA-No. 16-0330.02 Expimtlon to 08/09/2021 By Mlam a e Product Control Of � O o O 1 OLj M O ¢ Lf Q J N W IO 036�r I� 0z=N I kn m m n 0 G � U un4rr/' I S � o I 70592 � "Mvi t7 - _ 5 3tid ITEOFy � drawing no.- )RIOA. 01-09 r1li -1/2" MIN. \ 2BY WOOD BU;i I 1\ 1/4' DIA. LAG SCREWS 12BY AT 6' FROM ENDS WOOD AND 19" O.C. MAX. O N� 3 1/4' DIA. LAG SCREWS AT 6- FROM ENDS AND 19' O.C. MAX. OPTION 'A' \U/ OPTION 'B' \�.-Y WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT TO WOOD SRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FORODOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL SELF DRILLING SCREWSv 18 % I- 0 R SELF DRILLING SCREWS' 3/16" 'RNEX' STEEL R'VETS OR MULTICRIP W/ DOME HEAD 3/16" 'R:VEX' STEEL RNETS AT 48' O.C. MULTIGRIP W/ 0061E HEAD REINFORCEMENT nAT 48' O.C. 1/2' X 1-3/4" X .058'FORMED STEEL W'STRIP ADAPTER f ALUMINUM 5/16' X 1-5/8' RUBBER W'STRIPPING LAG SCREWS Dso 8. L s34 AT 12" O.C. / \ WOOD BUCK CONNECTION TO MASONRY n CONC. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO �" 'LCSLEEVEBY 'HILTI' FILLED BLOCK4' GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH I &EMBENNG CONC. 2STEEL 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 3 B" DYNABOLT BY 'ITW' P 4' STRUCTURE BY OTHERS 16' O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/1* MIN. EMBED CONC. 1-7 8'BY MUST SUPPORT THE LOADS IMPOSED DOOR SYSTEM 3 8 SLEEVE -ALL BY SMPSONS 16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 8' [y� \ [.J 5/16" DIA BOLTS CONCRETE Ye - 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2C00 FSI MIN. 2-1/2" MIN. EDGE DISTANCE 11• 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14" D.C. IMO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/16" % 2-1 /2 3' MIN. EDGE DISTANCE FILLET WELDS 3/8" CONFLEX BY 'ELCO' OR AT 12' O.C. MAX. 3/8" LOT BY 'TTW' WITH SPAGNG OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED 2' MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3/8" HLC SLEEVE BY 'HILT' WITH SPACING OF TO WOOD BUCK 8' D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 1B' 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 - (9.33' X 50 PSF)/2 - 233.3 Lbs per FL MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Fl. REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL SELF DRILLING SCREWSv 18 % I- 0 R SELF DRILLING SCREWS' 3/16" 'RNEX' STEEL R'VETS OR MULTICRIP W/ DOME HEAD 3/16" 'R:VEX' STEEL RNETS AT 48' O.C. MULTIGRIP W/ 0061E HEAD REINFORCEMENT nAT 48' O.C. 1/2' X 1-3/4" X .058'FORMED STEEL W'STRIP ADAPTER f ALUMINUM WSRIP ACAPTER �� STEEL RUBBER W'STRIPPING RUBBER W'STRIPPING Dso 8. L s34 040 .7 0 BOTTOM SEAL OPTIONS 1. Vl/ 1-1/2"— CONY.4STEEL ANGLER 14 CA 12 GA. GALV. STEEL FIAT BRACKETS t3" LONG 2-1_(8" X 1" X 14 CA. AT 12' O.C. IN COOR OPNG. CAW. TRACK FASTENED 4 TRACK PLATES AT 18" O.C. ABOVE COOK OPNC. SL TE IM.S. &XLOCK TRUSS HD. CONNECTED TO CONI. ANGLE SLOTTED M.S. &LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK NPN 10 1S AN TRA K IO-CTFFL TO CONCRETE AND FILLED BLOCK PRODUCT RENEWED as comp)yingg with the Florida Building COtle � p. NOA-No. 16-0330.02 Fuplralion te0810912021 =Z1' B -0 •. tE Mloml-0 Produet Control ��S'�n ' 0: m 0 0 � M Of Q U = ti u Z�Z� G (n 00 O I r O Q 3 CCD n VI C) Q o Vl m N ZI W a Towing no. 01-09 ANCHOR SPACING ANCHORS STRUCTURE EDGE OISi. 3 8 HLC SLEEVE BY HILTI' CONC. 1-5 83 'LCSLEEVEBY 'HILTI' FILLED BLOCK4' 3 B" DY.WOLT BY 'ITW. &EMBENNG CONC. 2STEEL 3 B" DYNABOLT BY 'ITW' FILLED BLOCK2-1 4' STRUCTURE BY OTHERS 3 8 POWER -BOLT BY PCWENS CONC. 1-7 8'BY MUST SUPPORT THE LOADS IMPOSED DOOR SYSTEM 3 8 SLEEVE -ALL BY SMPSONS CONIC.1-7 8' [y� \ [.J 5/16" DIA BOLTS CONCRETE Ye - 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2C00 FSI MIN. (�.fJ F NRH WASHER & NUT I A T 12" O.C. MAX 1. Vl/ 1-1/2"— CONY.4STEEL ANGLER 14 CA 12 GA. GALV. STEEL FIAT BRACKETS t3" LONG 2-1_(8" X 1" X 14 CA. AT 12' O.C. IN COOR OPNG. CAW. TRACK FASTENED 4 TRACK PLATES AT 18" O.C. ABOVE COOK OPNC. SL TE IM.S. &XLOCK TRUSS HD. CONNECTED TO CONI. ANGLE SLOTTED M.S. &LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK NPN 10 1S AN TRA K IO-CTFFL TO CONCRETE AND FILLED BLOCK PRODUCT RENEWED as comp)yingg with the Florida Building COtle � p. NOA-No. 16-0330.02 Fuplralion te0810912021 =Z1' B -0 •. tE Mloml-0 Produet Control ��S'�n ' 0: m 0 0 � M Of Q U = ti u Z�Z� G (n 00 O I r O Q 3 CCD n VI C) Q o Vl m N ZI W a Towing no. 01-09 DOOR PANEL 24 GA. (.024) STEEL MIN. DIA WASHER is X 3/4' SMS -0 3/8FROM ENDS AND 7' O.C. MAX. (4)()8 X 3/4` SMS �0 1-3/8' FROM ENDS AND 6-1/2' O.C. MAX. .175 X .062 DEEP GROOVE 1/4' POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA A15-D915.C8 175 X .062 DEEP IROOVE (4) #8 X 3/4' sus ,-0 1-3/8' FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4' SMS 0 3/8" FROM ENDS AND 7' O.C. MAX. DIA WASHER DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE Il r --t 250 I Q o 1 l III! I t I II!i IIII 1 11 � 1.765 I I 1.725 I I1� 1 li!I - 1.144 II11 i I IIII III, till Iljl 21 3/4` MAX. I 4�-.800 IIII I I � IIII p � a O C d z U � * INTERIOR FRAME w z o n J O w � RIGID PJC ONE PIECE INJECTION 1111 Z � w I I IIII lilt IIII ({, z o o n o II,I I I III, Illi ,� F5 to g Qwm£�'I lily I.I !I!I Ail I III III 1 j � Ili Y' I © I 1 ! ! i !/I DIA WASHER is X 3/4' SMS -0 3/8FROM ENDS AND 7' O.C. MAX. (4)()8 X 3/4` SMS �0 1-3/8' FROM ENDS AND 6-1/2' O.C. MAX. .175 X .062 DEEP GROOVE 1/4' POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA A15-D915.C8 175 X .062 DEEP IROOVE (4) #8 X 3/4' sus ,-0 1-3/8' FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4' SMS 0 3/8" FROM ENDS AND 7' O.C. MAX. DIA WASHER DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE .500 r --t 250 I Q o 2�� �IT 0 h 1.765 I I 1.725 m. Z g 1.144 o°O� CL Q' OSI y 21 3/4` MAX. I 4�-.800 V .i O m O a .176 F- o WDW. WIDTH C d _ * EXTERIOR FRAME * INTERIOR FRAME w z o n a = o RIGID PVC ONE PIECE INJECTION RIGID PJC ONE PIECE INJECTION Q 6 MAX. ({, z o o n o ,� F5 to g Qwm£�'I ,!,=,M A. _ Y t Y VI IIN Ulm ME] INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ye x 3/4• sMs 03/8- FROM ENDS 175 X .062 DEEP AND 4-1/2. O.C. MAXI GROOVE DOOR PANEL 24 GA. (.024) STEEL MIN. EXTERIOR 15/16• MIN. n I nor_ PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Explmtlon D 06109/2021 sy m1am1Product Control 0592 •�V1 = Li BE OF drawing no. 01-09 ,IA� 1111 �sheet 5 of 5 GARAGE DOOR DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIGNSO-t° V., loo. 110 1B0 1aE! 1� 0 1 160 1X0 1:13U 190 200 V -d 1 200 MM 85 g3 101 ifjij 116 124_ M I39 147 155 FOtSl.' I Mffep&hOlAr=OA4nds. & Usew intelpwto isipietmiud. b- - Vd= W#O.-A WA appbr,.@Lbjp,��.n spWAO I WIMPOW A appghf-ptS " & .. _... q, ., extion 150:1€1.7. r. Vo = altitnato design wind speeds deumnined from r&wm 160A jo* or • TA�14N 1509,71) NOMINAL (ASO).dAhAdIg DOOR AND AOLLINWft"Itt Wi P-LoO AABUIL d',WffMAMEMROOIFREIQW.OF30FEET NU#f . &*-I:v (MP14" tSECOND-OUST) "9-* flu"MPR: obwm la�am VOMM, twIMPH 16011APH IMAPH isof"K ILWMPN 1 200 MM Hoot Angle 0- 10 degrees 8 8 IV- ig 124-142 - - 10. 14.7 17.1 '1 - W4 191.6-22.2 2-2 -�W .3 _4 2M �:4.5 224- 1�4 -1.4-335 3. 30-19.4 10 -ID 8.4-9:4 MZ- UA 12.1-13,5 14-2 - I&V . In, - MIS IM-2ia ZI'4--Z,4A 24;3-2-70:'. IV -3-3.0.4 304-343 317-3.7.8 14 -14 94-8.0 M-110.8 fl -5 - 10 fts - itib 1K'7 -MU ' WA -Mb 20,5-1218 211-217 25.9;-29,9 29.9-32.1 32-0-316 Roof AVe >10dogrmm 9 7 4:6-10:9 11.4-129,. 13.7 -]fib 1¢.1-18f2 ]$,5-29A 21.3-p 27.6-312 -27 10. 7 9240.9 100IZ2 13.1-146 1•'.1'.5-172 17.7-M7 2M -M7 2313-:264 204-49.4 29,3-3.2:6. 32:7-345 36:4-40.6 72,MPH B5!MM -airaH 161 Wo 109.W.H 146 -MM M RM 132MM, 139;WH -MMM 'IM -NM U q lYomintM bib, 2. 4.-Nekad �sunAe.:d6&haslf6of*Wffh TALE -160%?(,j.-.-AWWIW fAr PORNORMILDIN.G. MEAUROOF-MaHrO" EXP=URE 1.00 1.20 1.41 go INIT-9 25 1.00 1.35 !;!-'1"'61 130 L -OD 1.40 ). 3 .1.05 1.45 130 40 1.0 1.49 1 -A 45 1l2 143 1J& 55 1.19 60 122 1.60. 1.'al Z -Z' &.-olr Mwtv. dat.a doers -'shaU... be aW -v a:vmmane .1 1 pwi6' by,the.-garago Woaluiy Ehe Prage MM ..'.bw, mo4l) en " � components bn. le awapppoved.