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HomeMy WebLinkAboutProduct ApprovalGARAGE DOOR DESTG74 PRESSURES TABLE 16043.1 WIND SPEED CONVERSION" 1 OA 3101MPH 1 31S5NYH V. 100 10 185 120 130 110 110 160 170 110 2. Tette values ehe116e djuaidtmhelghraderpoweby miltlPlyivg by fie djuaogev[wemcielain Table]609.7(2) 210 Vu 788 I 4.Negadveperaamue don 2kaofwMlhinbuiidivg'amdmoe. �-"") f ) a.\: 93 101 I 108 I 116 ( IN 132 I 139 I I4 I 155 Fw Bh ] mileper6our=0.44m/a �� 30 a I.inruivterpolatlov ie pex®ard. 1.40 b. VW=va®vel deai�wintlaped eppUceblemmelhodl apeufid in Fxapdov4l Ua0ugb5MSeedov]609.1.1. 35 e. V,s=vldruatedenigv wind speed¢ detenoind boar Fgmm 1609A, 1609B, w 16090. , TABLE 1608.7(1) 40 NOMINAL (ASO) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)'•aa4' 1.74 ULTIMATE DESIGN WINO SPEED(Vj DETERMINED IN ACCORDANCE WITH SECTION 16048 (MPH -3 SECOND GUST) I 1.53 1.78 1100MPH 1110MPH 1120 MPH 113OMPH I IOMPH 1160MPH 1160 MPH I in MPH 11MIMPH 1190 NPH I =MPH 1.87 Rauf Angle O-10 t1eglen 1 1 1 14 4 &0-89 907-IOa 1u9-122 135-1 0115.7-17A 1n6 -20U 1 W5-228119.1-0.7 39 281128.9--311 20-3361 floel ArM1e > tO 0¢21333 213 7 9.6-10.9 13.7-ISJ 161-J32 �139WH 5 7.7- 6 1 7 1 i85MPH �21 r-,32 1 1 OA 3101MPH 1 31S5NYH 79WH 1199MPB HMPH 11INWH 116MPH AMPH N" Pw SL 1 fon=309.8 v®, l adlepwhow=1.609km91, I pvf=47.88 N/m'. Nvvdvel Dedgo WuM Sped Naafi) eevwnd Ewe URmaM Dunn ward Secdov 16093.1 �� ft 1. Fmebendve amssw wird peeda heebetween those flivev above fheloed my beino-ipoMted, oWewUemvrc dwlolaedauadated with the lvweretiecnve arta 2. Tette values ehe116e djuaidtmhelghraderpoweby miltlPlyivg by fie djuaogev[wemcielain Table]609.7(2) 121 1 / 3. Plva avd mivue sieve rtguify premurta au6aemwatl and ewq fromilw buildin8 mdema. ._. dq•�0 4.Negadveperaamue don 2kaofwMlhinbuiidivg'amdmoe. �-"") f ) a.\: --S iucdoaDcmr. , S.Tvbkvalueaircludeehe0.61wdd ,�j TABLE 16M.7(2) ADJUSTMEWFACTOR BUILDING IOIIT' AND EIIPOSUQOR EXPOSURE MEAN ROOF HEIGHT OaN B �� D 15 1.00 ( 121 1 / L47 20 1.00 329 ,}.55 25 1.00 135 t 1.61 30 LOD 1.40 ; 1'.66 35 1.05 1.45 1.70 40 1.091.49 " 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 139 1.84 60 1.22 1.62 1.87 R612.4.1 Garage door labeling. Garage doors sball be labeled with a permanent label provided by the garage door numfrctmer. The label shall identity the garage door manufacturer, the garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, the installation instruction drawing reference number, the Florida Product Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assemblymay, be indicated using a checklist form on the label. If a checklist format is used on the label, the door installer or the garage door manufacturer shag mark the selected components on the checklist that are required to ensemble an approved garage door system The installation instructions shall be provided and available on thejob am. FLORIDA BUILDING CODE -BUILDING, Sth EDITION (2014) M IAM I-�A�E MIAMI -DARE COUNTY t 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=_'599 NOTICE OF ACCEPTANCE (NOA) wryww.miamidade.eov/economv 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 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 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 # 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. rnnMo-oaoe couNrr NOA No. 16-0330.02 te��dmrla�tWtJf, Expiration Date: August 9, 2021 '-� Approval Date: June 23, 2016 E°a i4.%'(' Pagel DAB Door Comi)anv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 under NOA # 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 # 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 Comnanv. 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 Insulfcam 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. 14ETI 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 Abroad, 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 IDOOR HEIGHT CONSISTS OF I 1 6'-6" 12 SECTIONS 18"12 SECTIONS 21"1 1 8-9" 11 SECTION 18" 13 SECTIONS 21"1 1 7' 14 SECTIONS 21" - 1 7'-3" - - I Y-6" 5 SECTIONS Is" T-9' 4 SECTIONS 18"I1 SECTION 21" 1 8' 13 SECTIONS 18"12SECTIONS 21"I 1 8'-3" 12 SECTIONS 18" 13 SECTIONS 21'1 1 8'-6" 11 SECTION 18" 4 SECTIONS 21"1 1 8'-9" 5 SECTIONS 21" - 1 1 9' 6 SECTtON5 18"- i 1 9'-3" 15 SECTIONS 18"11 SECTION 21" 1 1 9'-6" 14 SECTIONS 18"12 SECTIONS 21"1 1 W-9" 13 SECTIONS 18"13 SECTIONS 21"1 1 10' 12 SECTIONS 18'14 SECTIONS 21"1 1 SECTION 18" 15 SECTIONS 21"1 10'-6' 16 SECTIONS 21" - I 1 10'-9" 16 SECTIONS 18" 11 SECTION 21" 1 1 11' 15 SECTIONS IB"12 SECTIONS 211 1 1 P-3" 14 SECTIONS 18" 13 SECTIONS 21 "1 1 11'-6' 13 SECTIONS 18"14 SECTIONS 21"1 I 11'-9" 12 SECTIONS 18"15 SECTIONS 211 I 12' 11 SECTIONS 18"16 SECTIONS 21"1 12'-3" 17 SECTIONS 21"I- I 1 12'-6' 16 SECTIONS 18"12 SECTIONS 21"1 12'-9" 5 SECTIONS IB" 3 SECTIONS 21" i 13' 4 SECTIONS 18" 4 SECTIONS 21"1 II 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" { P SECTIONS Is- 16SECTIONS 21-1 13'-9" SECTON18" 17 SECTIONS 21"1 j 14' e SECTIONS 21.1- 1 14'-3' 6 SECTIONS 18"13 SECTIONS 21"1 1 14'-6" 5 SECTIONS 18"I4 SECTIONS 21" 14'-9' 4 SECTIONS 18"15 SECTIONS 21" 15' 3 SECTIONS 18-16 SECTIONS 21"1 15'-3" 2 SECTIONS IS'17 SECTIONS 21"1 1 15'-8" 1 SECTION 18" 8 SECTIONS 21"1 15'-9' 9 SECTIONS 21"1- 1 16' 6 SECTIONS 18" 14 SECTIONS 211 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) f I � O I I I I I I 0 i I I\ 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE \\\ O W/ (4) #14 X 5/8" SMS WITH DELRON SLEEVE (OPTIONAL) ` LOCK /-2/ nnnR / 01 1" W X .15" THK. LATCH f I I 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 .15B DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE-t—� \/ W/ MIN. 5 TO 1 SAFETY FACTOR IJ I 6" X 3" X 0.1" STEEL PLATE— WITH LATE WITH (2) #14 X 5/8" SMS ` D BRACKET STD. LIFT DOOR CENTER OUTSIDE HANDLE END STILE TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT CENTER STILE CENTER STILE y A / 1 ! n. B � V 11 n I ----------------- OPTIONAL OPTIONAL VENT I i (3) 5" WIDE AT 7" O.C. MAX. y� p OPENING AREA NOT TO EXCEED / I / 120 SQ. IN. O BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS -LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .5W LOCK BAR - ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONAL) LOCK BAR LOCKING SHCWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE MAX. DOOR WIDTH 9,-4„ L _... A COLONIAL DESIGN INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8 SMS ITHIS 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 ASTM E18B6-O5/ASTM E1996-09. OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOORS INC. Hurricane Master'k Model 824/811 Max. Size 9'-4" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 50.0 PSF - 60,0 PSF PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.0? Expiration D 08/09/202' By rr[ Miami-Dalde Product Control (' m V o o I /Z V 2Q N K LU g N 0 a � 0 0 v pwcl O F M O Fr 0 d O Q I 0 Y Ul (n N Q w z 6 LL Ztn 0 eD m Q W at } O: CO O O O Q Of Q O Z = CoW J (q M O 0 4� Pz O Z COO1J Q N Q x x 2 x N Vl VI VI V1 Vi N_ IA 0 x x x F O r r r 0 0 0 0 0 I" z z z z r c m o0mo$� L 0 o I I � o N � $ o r na o ' 9 J -0 - drawing no. 01-09 (sheet 1 of 5 1 rl 1\ / 01 1" W X .15" THK. LATCH f I I 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 .15B DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE-t—� \/ W/ MIN. 5 TO 1 SAFETY FACTOR IJ I 6" X 3" X 0.1" STEEL PLATE— WITH LATE WITH (2) #14 X 5/8" SMS ` D BRACKET STD. LIFT DOOR CENTER OUTSIDE HANDLE END STILE TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT CENTER STILE CENTER STILE y A / 1 ! n. B � V 11 n I ----------------- OPTIONAL OPTIONAL VENT I i (3) 5" WIDE AT 7" O.C. MAX. y� p OPENING AREA NOT TO EXCEED / I / 120 SQ. IN. O BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS -LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .5W LOCK BAR - ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONAL) LOCK BAR LOCKING SHCWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE MAX. DOOR WIDTH 9,-4„ L _... A COLONIAL DESIGN INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8 SMS ITHIS 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 ASTM E18B6-O5/ASTM E1996-09. OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOORS INC. Hurricane Master'k Model 824/811 Max. Size 9'-4" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 50.0 PSF - 60,0 PSF PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.0? Expiration D 08/09/202' By rr[ Miami-Dalde Product Control (' m V o o I /Z V 2Q N K LU g N 0 a � 0 0 v pwcl O F M O Fr 0 d O Q I 0 Y Ul (n N Q w z 6 LL Ztn 0 eD m Q W at } O: CO O O O Q Of Q O Z = CoW J (q M O 0 4� Pz O Z COO1J Q N Q x x 2 x N Vl VI VI V1 Vi N_ IA 0 x x x F O r r r 0 0 0 0 0 I" z z z z r c m o0mo$� L 0 o I I � o N � $ o r na o ' 9 J -0 - drawing no. 01-09 (sheet 1 of 5 1 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINX� 0.55 S.G. /ED?GDIST:' \\ I �-1 1/2" MIN. I 1-3/16" i 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS— SEE RACKETS—SEE SHEET 3 FOR SPACING C Ir 024" STL. PANEL Q -- OUTSIDE OF DOD$ €-3 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) I'll oro ..n111 POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER //14 X 5/8" SMS 3/4" X 2" X 2-1/2" X 18 GA. STEEL 6 PER HINGE END STILE, CONNECT TO PANELS WITH 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS -GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END STILE WITH 3/16" POP RIVETS ® 12" O.C. I 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 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/ 1/4-20 X 5/8" TRUSS HD, SLOTTED M.S. & LOCK NUT 1-7/8" X 2-5/8" X .045" STEEL ,-CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS #14 X 5/8" S.M.S. 4/ HINGE 7-1/2" X .071" GALV. STEEL CENTER HINGE SECTION B-8 INTERIOR SIDE 24 GA. STEEL PANEL 3/16" ALUM RIVETS I FLAPS BENT OVER PANEL n " �I G 1/2" PUNCHED HOLES. ®4"O.C. I I I I N � I -END STILE ANCHORS AT TRACK BRACKET:_ A) _Z/8' DIA. POWER -BOLT BY 'POW 2" MIN. EMBED INTO CONCRETE 1-7/8" MIN, EDGE DISTANCE B) „3/8" DIA HLQ SLEEVE BY 'HILTI' 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK EDGE CONCRETE £c = 3000 PSI MIN. �DISTANCE� C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. POP RIVETS e I /ANCHOR TYPE A OR B (1) PER BRACKET I SEE SHEET 3 FOR BRACKET SPACING I � ILII !L_Il I -1/4-20 SS BOLT & NUT "G/ 7-1/2" X 3" X .071" END ROLLER HINGE 1.82" DIA- X .50" STEEL ROLLERS (STD.) PRODUCT RENEWED 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) as complying with the Florida 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) Building Code 2.75' DIA. X .50" NYLON ROLLERS (OPTIONAL) NOA-No. 16-0330.02 WITH 5" STEM Expiration T 08/09/2021 - s By Miami-Oyaoe Product Control � x x x m 2 x x x N U U V V w z z z z n OC - O o U III/i�' o oIl a 70592 ;TrOP : ��s` I drawing no. 9�W7�N !sheet 2 of 5 ) 2 -POP RIVETS / 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL f STOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE —��--p_ SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. + TOP BRACKET \ (STANDARD) 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR OD 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 PLATE`. - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE y FASTENED TO TRAC4 1 WITH (4) 1/4-20 SS, BOLT & NUT`. TOPBRACKET (OPTIONAL) = LOW HEADROOM DOOR N w _ HORIZONTAL REINFORCEMENT m - -1/2" X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104" o w GLUED TO PANEL AND FASTENED TO GALV. STEEL m z VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. d (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEEFING RIB 1.82" DIA. X .50" ROLLERS (-C /�W/ .44 DIA. X 4-1/4" STEM �J OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS H C EPS-EXPANOEO POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #11-0926.07 OR —��--p_ ISO -25 POLY-ISOCYANURATE DENSITY = 2.0 PCF -N.O.A. #11-0926.06 - OR RY 'CFLIOFCAM NORTH 1MERICA' DENSITY = 1.03 PCF - - N.OA. #15-1203.04 OR ''. BY'INSULFOAM LLC' .......... DENSHHY = 0.92 PCF + N.O.A_ #14-0311.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SECTION A -A GALV. STEEL BRACKET FASTENED #14 X 5/8" SMS SEAL OPTIONS BET 4 HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXFEEDING 8 FT. IN HEIGHT II A n .moi I !7A Z. TRACK LENGTH = OPENING HEIGHT PLUS 12" -14 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3" O.C. REST AT 9" 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 VERTICAL TRACK z -v " SECTION A—A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST12ND 3RD14TH 15TH 81 E32 j B3 B4 1 135 B6 16'-0" 18"118° 18"118" N/A 1" TO 2" I11-3/4" 1 23" 34" 45" 56" - - -----, - 6'-6" 21 18" 18" 21 N/A 1" TO 2" 11-3/4"- 23" 34'" 45' 56" 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4"I 23" 34 45 56" 7'-6" 18''18" 18" 18" 18" 1" TO 2"111-3/4"1 23" 34" 45" 56" 18'-0' 21"j 18" 18"118" 21" 1" TO 2"111-3/4"1 23" 34" 45" 56" *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10 1.9"X2.19"X 3.3"X.090" STEEL TRACK BRACKETS Si 42-3/16" HIGH _j m CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m M / J M M m M E9 N m I 41 �l M TRACK C0NFI(=URATION VERTICAL LIFT HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration te08/09/2021 By _ Miami-tfaoe Product Control B7 I B8 1 67" - 67" - 67" - 67"78-1/4"1 67" 178-1/4"1 O.C. LOW HEADROOM DOUBLE TRACK 0.70592 � $ TATE OFto HI 0 i o o o i >, a 0 0 drawing no_ 01-09 (sheet 3 of 5 1 z 1-1/2" MIN. DIST- 60 3 2BY WOOD 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 19" O.C. MAX. C" OPTION 'A` 3 4 \ / IN. / DE DIST. yy r / U ma 2B\\ tf4" DIA LAG SCREWS W000 BU AT 6" FROM ENDS / I AND F O.C. MAX. Ud OPTION 'B' 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" LAG SCREWS AT 12' O.C. / WOOD BUCK CONNECTION TO MASONRY ° PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH b #8 X 1" SELF DRILLING SCREWS v 3/16" 'RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMENT \ 1/2" X 1-3/4" X .058" \y('n FORMED STEEL �\ O W'STRIP ADAPTERS ! ALUMINUM RUBBER W'STRIPPING 050 ° .224 .534 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" OSA. BOLTS „ WITH WASHER &NUT AT 12" D.C. MAX. \o; I 1/4" ULTRACON BY 'ELCO' WITH SPACENG OF - 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED I °,, ,, ,, ,,, ,, ,, ,, ,,, 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE ! 1-1/2" F 1/4 PER BY POWERS WITH SPACING 0 REINFORCEMENT 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 1/2" X 1-3/4" X .058" FORMED STEEL 16" O.C. INTO 3000 PSI CONCRETE, WSTH 1-3/4" MIN. EMBED #8 X V. CONC. I 3" MIN. EDGE DISTANCE I 3/8" HLC SLEEVE BY 'HILTI' OR 3/8" CONFLEX BY 'ELCO' OR 3/16" 'RIVEX' STEEL RIVETS CONC. 3/8" LOT BY 'ITW' WITH SPACING OF 1 3/8" DYNABOLT BY 'ITW' 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 'HILTI' WITH SPACING OF TO WOOD BUCK 8" D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 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 Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft - 1/16" X 2-1/2 FILLET WELDS AT 12" O.C. MAX. 7 00 � 040 b SS 348 BOTTOM SEAL OPTIONS ANCHOR SPACING REINFORCEMENT ANCHORS 1/2" X 1-3/4" X .058" FORMED STEEL EMBED #8 X V. CONC. I SELF DRILLING SCREWS I 3/8" HLC SLEEVE BY 'HILTI' OR 1-1/4" 3/16" 'RIVEX' STEEL RIVETS CONC. MULTIGRIP W/ DOME HEAD 1 3/8" DYNABOLT BY 'ITW' AT 48" O.C. / O CONC. 2" �}d W'STRIP ADAPTER �J STEEL C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. RUBBER W'STRIPPING 7 00 � 040 b SS 348 BOTTOM SEAL OPTIONS ANCHOR SPACING ANCHORS STRUCTURE EMBED I 3/8" HLC SLEEVE BY 'HILTI' CONC. I 1-1/4" I 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK! 1-1/4" 3/8" DYNA13OLT BY 'ITW' CONC. 1-1/2" 1 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2" 3/8" POWER -BOLT BY 'POWERS'! CONC. 2" 13/8" SLEEVE -ALL BY 'SIMPSONS'1 CONC. 1-1/2" CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. EDGE DIST. SPACING EDGE DIST. 8" 1-5/8" I all 4" all 2" 8" 2-1/4" 8" 1-1/2" . � 1-1/4" X L2-1/2' ANLL X 14 GA �I 1 -1/2" CONT. STEEL ANGLE I 17-1/2 12 GA, GALV. STEEL FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA. GALV. ACK AT 12" O.C. IN DOOR OPNG. FASTEN DEEL TO TTRA K PLATES AT 18" O.C. ABOVE DOOR 01 NG. W/ (2) 1/4-20X5/8" TRUSS HD. CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRPTF AND FILLED BLOCK. ALTERNATE TRACK INSTALLATION PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration 1108109/2021 By Miami- 4 product Control IL(O Of w O o O n til CD Q J O1C) = Z U) 03 w D rn p 1 Q i Of o 03CD � F- O z p 2 n W LOQ o DD 0 J Q N Q !L 0 o 0 w � o m W U d VI o a r � N � U O d o = U ae1i z w o 0 9 a m m z n' 0 N D 0 O i C \CENSE"�® i qi • o I 0522 �b a ®'• rATE OF :.�` drawling (ono. q�®®dIII %0\\� Isheet 4 of 5 ) 3 DOOR PANEL 24 GA. (.024) STEEL MIN. -7/16" DIA. WASHER Al ir-N #8 X 3/4" SMS ® 3/8' FROM ENDS A� AND 7" O.G. MAX. 1 { #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS ® 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. ( 024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 1 I 21 3/4" (4) #8 X 3/4" SMS 10 ® 1-3/8" FROM ENDS O 0 j l\r AND 6-1/2" O.C. MAX. WDW. WIDTH f ,LS I1'/�--�' w 7 — Iltl lilt "175 X .062 DEEP 18 1/6" GROOVE ;III i I m o d o illi (III 1/4" POLYCARBONATE LEXAN IIII //--BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.06 IIIA CO W U) m ��-- o w Of O O o w I I IIII IIII IIII III' I I N III, III, Iln I'I! I I .175 X .062 DEEP IIII GROOVE 0 o I�lil� r W M� J II III i i/ (4) #8 X 3/4" SMS / 1-3/8" FROM ENDS w {I III I ANO 6-1/2" O.C. MAX. �A 1 { #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS ® 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. ( 024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 1.765 176- 14 1.725 * EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION [LAIrrKn- nI n " _ n %i -I/%m ELI ILL 1 = J 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 15/16" MIN.I D.L. OPG. GLAZING BITE WINDOW WIDTH PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration D 08/09/2021 By0 Miami- Product Control o o 0 M w IL a O O O o > N S 0 LU w LL 0 1- V 0 w I Q'O>M a ® h C Q M 0 N N K Y. Z � N Qw7v� � tLzo2�i C5 0 QwO7i� ~r 21 3/4" 10 MAX. O 0 WDW. WIDTH 01 w 7 < 18 1/6" f= o � m o d o MAX. D.L.O. 1.765 176- 14 1.725 * EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION [LAIrrKn- nI n " _ n %i -I/%m ELI ILL 1 = J 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 15/16" MIN.I D.L. OPG. GLAZING BITE WINDOW WIDTH PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration D 08/09/2021 By0 Miami- Product Control o o 0 M w IL a O O O o > N S 0 LU w LL 0 1- V 0 w I Q'O>M a ® h C Q M 0 N N K Y. Z � N Qw7v� � tLzo2�i C5 0 QwO7i� ~r ��'.'..�GEN?tF • ,�� n s . •. o I 0592 ••`W ai a r'. SPATE OF �q�\ drawing Ono. 01-09 / ���®��01",��``` 1sheet 5 of 5 1 10 O 0 01 w 7 4 Q Z = U J CO W U) m I z Of O O . CD O z N M Ln _ 0 o W M� J v Q N = w ��'.'..�GEN?tF • ,�� n s . •. o I 0592 ••`W ai a r'. SPATE OF �q�\ drawing Ono. 01-09 / ���®��01",��``` 1sheet 5 of 5 1