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HomeMy WebLinkAboutPermit Revision ApplicationOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: a3'13c> c- PERMIT # 09 Q RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C-G-C 1 s a LI-13 ST. LUCIE CO CERT. #: BUSINESS NAME: G-Y ;=>2c_ \&P-r QUALIFIERS NAME: ADDRESS: SW CITY: ie- STATE: ZIP: '2, 3 PHONE (DAYTIME):FAX: OWNER/BUILDER INFORMATION: NAME: -t ADDRESS: CITY:STATE: La ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: C—\ -CiL S ADDRESS: I o`-E D CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 0 613 0/17 :ram f rl o�- STATE: �. a-&- C -4 Is . FAX: _ ZIP: 3 3 m Mom MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy DAB Door Company, Inc. 12195 NW 98`h 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 16'-2" w/ Window Lite Option (DP +27.0, -30.0 PSF) APPROVAL DOCUMENT: Drawing No. 03-06, titled "Sectional Garage Door", dated 09/30/2003, with last revision K dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number'and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model 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 # 15-0317.03 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. M1AMI•DADECOUNTY NOA No. 16-0330.03 of at u�%10Ipp ! te. DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 03-06, titled "Sectional Garage Door", dated 09/30/2003, with last revision K dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 08-1106.05" 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 DAB 824 24ga sectional garage door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0915.12" 2. Test Report on Large Missile Impact Test per FBC, TAS 201 and Cyclic Wind Pressure Test per FBC, TAS 203, of "Sectional Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1348A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. RETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T058, dated 10/31/2003, 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 10/28/2003, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.07" 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. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.03 Expiration Date: August 14, 2021 Approval Date: June 23, 2016 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0324.06" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 01/20/2009, 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 Poly -carbonate 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 -CI Polyisocyaaurate Insulation, approved on I l/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 GI55 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing, I.nc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D63 8 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of 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 no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by 7avad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.03 Expiration Date: August 14, 2021 Approval Date: June 23, 2016 E -2 7-1/2' X 2-1/4" X 18 GA. - ---- PUSH NUT GALV. STEEL CENTER HINGE %p W/ (4) �14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) a 7-1/2" X 3" X .071" GALV. STEEL I 0 0 1 END ROLLER HINGE 1 W/ (6) #14 X 5/8' SM I p p o WITHOUT DELRON SLEEVE (STD.) t WITH DELRON SLEEVE (OPTIONAL) O 6 7-1/2" X 2-1/4" X .INGE 11 GALV. STEEL CENTER HINGE 1 ` p W/ (4) #14 X 5/8" SMS LOCK 11 WITH DELRON sl_E /F (OPTIONAL) 2/ DOOR CENTER HINGE i 1 1" W X .15 THK. LATCH ` r 11 STANDARD LOCK B 1 SPRING LOADED SLIDE BOLT (BOTH SIDES) 8 [ FASTENED W/ (4) #14 X 1/2' S.M.S. MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE OOOiR 0 2-3/4'WX5-5/8"HX.090" THK. STEEL PLATE. 1-3/8' DEEP WITH (3) #14 X 3/4" SELF ORILLING SCREWS DOOR HEIDHT CONSISTS OF 6'-6' 12 SECTIONS 18' 2 SECTIONS 21" 6'-9' 1 SECTION 18' 3 SECTIONS 21' I. 4 SECTIONS 2L' - 7'-3" - - 7'-67 5 SECTIONS 18" - 7'-9' 4 SECTIONS TV 1 SECTION 21' B' 3 SECTIONS 18' 2 SECTIONS 21" W-3' 2 SECTIONS 18' 3 SECTIONS 21" 8'-6" 1 SECTION 18' 4 SECTIONS 11' 8'-9" 5 SECTIONS 21" - V 5 SECTIONS 18" - 9'-3' 15 SECTIONS 18" 1 SECTION 21' 9'-6" 11, SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 1B' 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' If 5 SECTIONS 18" 2 SECTIONS 21" It -3' 4 SECTIONS is- 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" IZ-9' 5 SECTIONS 1B' 3 SECTIONS 21" 13' 4 SECTIONS 1B' 4 SECTIONS 21" 13'-3' 3 SECTIONS 18' S SECTIONS 21' 13'-6' 2 SECTIONS 18' 6 SECNDNS 21' 13'-9' 1 SECTION 18' 7 SECTIONS 21' 14' a 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 BECKONS 21' 15'-8" 1 SECTION 18' 8 BECKONS 21° 15'-9' 9 SECTIONS 21" - 1w 6 SECTIONS 1B' 4 SECTIONS 21' 0 l� 0 BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION TOP FIXTURE 5-1/2' X 2-3/4" X 0.1' OPTIONAL DOOR VIEWER STEEL, PLATE WITH ONE 5/16-18 MS W/ NUT TO BE INSTALLED AT FASTENED TO END STILE WITH ANY CENTER STILE (6) $14 X 3/4° SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' F IF DAB DOORS INC. HUrricone Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window llte Option r A n 1 PL-1 .mml" �u 1" I OPTIONAL VENTS 7-7/B'WX3-1/8'HX.010" THK. L (3) 5' WIDE AT 7" O.C. MAX. COLONIAL OE91GN LOPTIONAL FLUSH FACE L y A 1-1/ PLATE OPNG. AREA NOT TO EXCEED WOOD GRAIN DESIGN STEEL 120 SO IN. MAX. DOOR WIDTH 16'-2 END STILE INSIDE ELEVATION CENTER STILE RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING - + 27.0 PSF - 30.0 PSF OUTSIDE HANDLE #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS GENERAL NOTES LOCK BAR GUIDES PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS INSTALLED ON END STILE REQUIREMENTS OF THE 2014 (5TH EDIDON) FLORIDA BUILDING CODE INCLUDING WITH (4) #14 X 5/8" SMS " Q .18T X 1" W LOCK BAR ENGAGES IN TRACK CENTER ON EACH SIDE OF DOOR OtTTSIOE KEYED LOCK (OPTI0NAL1 ®®® LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE rI 8'-0' TO 9'-10' _ DOOR WIDTHS HIGH VELOCITY HURRICANE ZONE (HVHZ). B. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL SCHEDULE 'A' DRESSING OR STUCCO. CENTER STILES CONFIGURATION 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. DOOR WIDTHS S OF CENTER STILES 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN e'-O" 10 9'-10" 2 THESE DETAILS ARE NOT PART OF THIS APPROVAL ID'-O' TO 11'-10' 2 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 12'-0' TO 13'-10" 14'-D' TO 15'-10' 3 4 DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 15'-11' TO 16'-2" 5 BUILDING CODE. TAS-202. TAS-201 @ TAS-203 FOR HVHZ AND ASTM E1886-OS ASTN E1996-09. ® ®® ®®® . 1T�7..11.1 1!91r. PRODUCT RENEWED I'l IT as complying with the Florida 10'-0" TO 11'-10' _ I I 14'-0" TO 15'-10' -I BuiNOlding Code 16-0330.03 DOOR WIDTHS DOOR WIDTHS ®® Q C 3 11 ®®® Explratlon D 08/1412021 By - Miami-D act Control 12'-o" To 13'-1o" _ I I IT-11' TO 16'-2" - DOOfl WIDTHS P DOOR WIDTHS o 0 o 0 o r) „1 T ¢ _J a U- z�V CD — z Q (� m o I of OZ� W p 2 N m m J v 1121 i l9l Jci a a o � C e � -1 drawing no. 03-06 1/2" X 1-3/4- X 18 GA ll _ OPEN TUBE_�I�I © TOP & BOTTOM BOTTOM SEAL OPTIONS O SEE SHEET 4 STEEL TRACK BRACKET FASTENED 1ST SECTION (BOTTOM) TO WOOD JAMB WNH INTERMEDIATE SECTION TOP SECTION 5/16" X 1-5/B• LAG SCREW (FULLY THREADED) FOR CONNECTION OF WOOD BUCK ONE PER BRACKET TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING BY DOOR INSTALLER !) 14 X 5/8- SMS 6 PER HINGE 1/2- X 1-3/4• X .055" FORMED STEEL GLUED TO PANEL AND SECURED TO a' END STILE WITH 3/16• ALUM RIVETS ® 12" O.C. 1-7/8" X 2-5/8' X 049' STEEL • CENTER STILE, GLUED AND RIVETED j I [TO PANEL W/ (4) 3/16' ALUM RIVETS 3/16' I 1 1/2• MIN. I 14 X /8' S.M.S. ALUM RIVETS I i r44/HINGE / 6' 1.9' X 2.19' X 3.3" X 12 GA. STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 24 GA. E FLAPS BENT OVER PANEL 1/2' PUNCHED HOLES 01 4' O.C. e 3/16' ALUM RIVETS J AT 4" O.C. 16) FOR 21 STILES (5) FOR 18" STILES J .024" STL PANEL O: m OUTSIDE OF 000 0 0 faJ M _ 0 < -j — TILE slag K < Z a N o, O I z 0 O SOLID BRASS D00R VIEWER F U o BY 'SCHLAGE SECURITY HARDWARE' DO m INSTALLED IN 9/16- DIA. HOLES IN CENTER STILE Q a a ^ _ POSITIONED AT EYE LEVEL 3/4' X 2' X 2-1/2" X .049' STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16- ALUM RIVETS SEE DETAIL ABOVE ANCHORS AT. TRACK BRACKET: A) 3/8' CIA. POWER -BOLT BY 'POWERS' EDGE ---���III 2" MIN. EMBED INTO CONCRETE '-DISTANCE 1-7/8' MIN. EDGE DISTANCE -3/ 1-1/4' 9) 3/9' CIA. H SLEEVE BY 'HI TI' 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 7-1/2- X .050" I INTERIOR SIDE 7-1/2' X .071"J GALV. STEEL J END ROLLER HINGE STEEL TRACK CENTER HINGE 14 G4. X 2-1/8' X 1' (STANDARD) 1.82• DW X .50' STEEL ROLLERS 12 GA. X 3-5/16' X 1-1/2- (OPTIONAL) 7/16' PUSHNUi /.82" DIA. X .50" NYLON ROLLERS (OPT FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT SECTION B-B 2.75' DIP. X .50" STEEL ROLLERS (OPT W/ 1/4-20 X 5/8' TRUSS HD. 2.75' DW X .50' NYLON ROLLERS (OPT SLOTTED M.S. & LOCK NUT WITH 5" 4" MIN. EDGE DISTANCE INTO FILLED BLOCK I CONCRETE Pc = 3000 PSI MIN. - iri C-90 GROUT FILLED BLOCK Ym = 2000 PSI MIN. a oo,ao ANCHOR TYPE A OR B y e 0) PER BRACKET s SEE SHEET 3 FOR BRACKET SPACING `````tll l it l TfT1YYY'', PRODUCT RENEWED '• VDsF ''•, o I 1 /4-20 SS BOLT as complying with the Florida 0592 & NUT Budding Code NOA-No. 16-0330.03 - T} 08/1412021 IX Expiration D �/� drawing nD. ) q A7E OF By ��;C`s;'•...ORIDp:''�J�`` 03-06 Min.[—D.a roduat Control ��Yr3'/Q��L �I��� J Yrlfl illit111` sheet lOf 5 G' ALUM RIVETS 12' O.C. 2-3/4" X 5-1/2- X 3" X .104" /TOPV ROOLLER BRACKET ON EACH S10E FASTENED W/ (6) # 14 X 5/8- S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET . SC W/ 5/16-18 EWS XNUTS. 3/4' HEX HEAD M. R& TOP BRACKET (STANDARD) TOP BRACT (OPTION LOW HEADROOM 0( SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 5/16" X 1-5/8" 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 HORRONTAL REINFORCEMENT \ 1/2" X 1-3/4- X .059' FORMED STEEL 2- X 5-1/2- X .104" GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) 1 14 X 5/8- S.M.S. (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" ALUM RIVETS —6/16' MEETING RIB PLASTIC/STEEL ROLLERS /-1.82" DIA. X .50" W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY •DYPLA9T PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE DENSITY m 1.05 PCF N.OA j(11-0926.07 OR ISO-25 POLY-ISOCYANURATE —DENSITY = 2.0 PCF N.O.A. 911-0926.06 OR B`LOf_l,LOFOAM NORTH AMERICA' DENSTIY = 1.03 PCF N.OA 915-1203.04 OR BY 'INSULFOAM LLC' DENSffY = 0.92 PCF N.O.A. jji4-0311.08 14 GA. CALV. STEEL ROLLER HINGES FASTENED W/ (6) #14 X 5/8' SMS MIN..024` ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 MIN. YIELD STRENGTH •- 34 KSI - W17H PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 CA CALV. STEEL BOTTOM (4) ¢RAC X 5/8- BRACKET SMS OM SEAL OPTIONS SHEET 4 HORIZ. TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS EXREEOING 8 FT. IN HEIGHT 11 11 A -- � II A GA. GALV. STEEL TRACK 2 X 2 % 1/8' HORIZ.-1/2- ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART W4 FIRST AT 3' O.C. �W REST AT 9' O.C. CONNECTED TO FLAG BRACKET AN A1J0 T08SPRING SHAFT GUIDE z (2) 1/4-20 X 5/8` BOLT &NUT S 2 n a S G ^r NN aD� RACK 2-1/8VERTICAX 80- SECTION A -A Ce Q(LFMg N O N ti agz9 N DOOR 4 SECTION HEIGHTS I BRA HEIGHT 6'-0' 1ST 18' 2ND 18" 3RD 18" 4TH 18° 5TH N/A B1 1" TO 2`11-3/4" 82 B3 23' 34 45 56 67 18 21" N/A 1" TO 2" 11-3/4" 23' 34" 45' 56" 67' - 7'-0' 21 21 21` 21 N/A 1" TO 2' 11 -3/4' 23" 34' 45" 55" 67" _ 7'-6' 18" 18" 18` 1B" 18" M1" TO 2' 11-3/4" 23' 34" 45' 56" 67" 78-1/4' 8'-0• 21" 18" 18. 18 21 1' TO 2' 11-3/4" 23` 34" 45" 56" 67" 78-1/4" `-�LVIIUNb AKL NVMCLKLU �IAKIIrvV Al — OVIIVM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C. I �JII II 1.9" X 2.19' X 3.3' X.090" STEEL TRACK BRACKETS rm 2-3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m m a m m m TRACK CONFlGURATION VERTICAL LIFT HIGH LIFE STANDARD LIEF LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.03 Expiration Dat 8/1412021 By Miaml-Dadhh�oduct Control I IIIII /,,., to Apt+q� .�� a 'ENSF 'YO I / $ a teoF drawing no. �� 03-06 I GE GIST. c� m y� w I 2BY WOOD BUSY I 1/4' DIA LAG SCREWS 12BY AT 6' FROM ENDS WOOD AND 21' O.C. MAX. 0 1/4" DIA LAG SCREWS AT 6' FROM ENDS AND 21" O.C. MAX_ OPTION 'A' �/ 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 L" PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR GONG. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 14' O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 10' O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED 1/16' X 2-1/2 12" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED FILLET WELDS 3" MIN. EDGE DISTANCE AT 12' O.C. MAX. 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT 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 'HILT]' WITH SPACING OF 6" O.C. INTO GROAT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED, 4" MIN. EDGE DIST. 1 6 ' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2' MIN. EDGE DISTANCE JAMBS BY O�ERS PREPARATION OFJAMBS BY OTHER 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 = (16.16' X 27 PSF)/2 - 218.2 L8s per FL MAXIMUM INTERIOR(-) LOAD PER JAMB (16.16' X 30'PSF)/2 = 242.4 Lb. per Ft. 08 X I - SELF DRILLING SCREWS OR 3/I6' 'RNEX' STEEL RIVETS' MULTIGRIP W/ DOME HEAD AT 48' D.C. REINFORCEMENT 1/2' X 17O/M'ED STSL" W'STRIP JI O RUBBER W'STRIPPING— `RU Os0 T-- oa0 .727�4— •534 .700 .34 IL��J I I_{. 1.790 �1 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER h NUT AT 12' O.C. MAX. REINFORCEMENT 8 % .058' Lt�t— FORMED STEEL" #8 X v SELF DRILLING SCREWS z m OR T 3/16" 'R-X' STEEL RIVETS 0 FF n P4 2 a MULTIGRIP W/ DOME HEAD �' Z N AT 48" O.C. 0 W ryo`e pµn�I 0 UNm .TRIP ADAPTER Q 4 C. o 0 BDER W'STRIPpING In a ({��y Z N N O - LL Z Q J Q Wc�i� ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DISf. 3 8 HLC SLEEVE BY 'HILTI CONC. 3 B' HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4' 8 4' 3 8 DYNA13OLT BY 'ITW' GONG. 1-1 2' B" 1 2' J B" DYNAB ILT BY 'ITW' FILLED BLOCK 1-1/2- 3 8 POWER -BOLT BY 'POWERS' GONG. 2" 3 B SLEEVE -ALL BY SIMPSONS CONC. 1-1 2 CONCRETE i'e = 3000 PSI MIN. C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. 4ARG2. UE 14 GA CONY.STEEL I 1-1/2 _-12 GA GALV. STEEL FLAT BRACKETS t3" LONG AT 12' O.C. IN DOOR OPNG. 2-1 /8" X V X 14 GA. AT 18' O.C. ABOVE DOOR OPNG. GAL .STEEL TRACK CONNECTED TO CONT. ANGLE FASTENED TO TRACK PLATES W/ (3) SPOT WELDS AT EACH SIDE SLOTTED TE 1M.S. & LOCK TRUSS HD. SLOTTED M.S. &LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK To SIEEEL TO CONCRETE AND FIILED BLOCK AL�RNATE TRACK INSTALLATION TRACK INSTALLATION PRODUCT RENEWED as compsying with the Florida Building Code NOA-No. 16-0330.03. Expiration 08/14312021 ey Miami -Dade roduct Control of �? O o 0 n 0 LJ M L.1 Q Q Z I- En Q0 — Z m Z m 0 I K O z Ld Ld 2 n DO i - EEO IlT4 LIHz' ��� "Z. drawing 06 .500 =r.esD Q * PLASTIC COMPLIES WITH pi� o DOOR PANEL CHAPTER 26 OF FBC IY I 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE Z m N L.765 L725 1 n O 7/16' DIA. WASHER 1.144 Q N act ' #e X 3/4' SM5 21 3/4' O O I I ®3/8' FROM ENDS MAX. .176 .8C0 O a Op Q A 11 I'i j l WDW. WIDTH AND 7' O.C. MAY. dI i a = * EXTERIOR FRAME * INTERIOR FRAME 1n In o N 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q u� Z LL I I II I (a) ya x 3/a• sus d. x q Mom, LL l j i i II `` 0 1-3/8' FROM ENDS 3 \ o D.LO, w a 11 I \ AND 6-1/2' O.C. MAX. a 3 0 ..I O Ww e �Wj L III I - 1 O IIII 175 X .062 DEEP ` IIII GROOVE IIII C' � m IIII 1/4' POLY CARBONATE LEXAN / M I' I BY 'SABIC INNOVATIVE PLASTICS Uj Q J IIII NOA #15-0915.08 - IL (i = IIII Q Z F- z IIII EU .. — Z .p = O � % % % J 1n Obi o I 1) ON Er z o Z`, IIII r - 1 o O z cD 3 11 W IIII % % } '' V) m ED II Nn O IIII IIII .175 X .062 DEEP GROOVE _ ED II I1;! 1; Aa a x 3 a SMS INSIDE ELEVATIO FROM ENDS ND--1/2" O.C. RAISED PANEL EMBOSSED DOOR WITH NOPTIONAL WINDOWS 1 III uiv 3�ue a z 3 MAX 1 C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 1 i l i t a 3/8' FROM - ENDS .175 X .062 DEEP ri © `I' It AND 4-1/2" D.C. MAX. GROOVE o c o `� 6i J8 X 3/4' SIAS ® 3/8' FROM ENDS AND 7' O.C. MAX. r _``1 Utlilj7 '' Q ._ _ 'U PRODUCT RENEWED _.-----_..__.._.._.._.._.._.._.._.._.._.._.._. o 7/16' DIA WASHER as complying with the Florida Building Code a DtOA-No. 16-0330.03 - e• 70692 y;, y t D OR OMIN. EXTERIOR F�cpiration e08/ 24 GA. (.024)STEEL 1412021 �� •• .`� DOOR PANEL 15/16" MIN. D.L.oPG. By OF ({/�drawing no. WINDOW WIDTH Miami-0 roductControl .,S'...• �j03-06 24 GA (.024) STEEL MIN. CUBING BIIE F(aR10F`: i��� �r�T�fdA41t1��� sheet 5of 5