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Home My WebLink AboutNOA Outswing Dbl Steel DoorCATEGORY 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel • (954) 781-5708 Fax Engineering Services, Inc. amanda@c5es. - CA #25854 5h �0 Florida Building `Code, 7th Edition (2020) ASCE 7-16 Design Pressures for Components and Cladding Risk Category H Ultimate Design Wind Speed (V a, mph) 170 Nominal Design Wind Speed (Vdd, mph) 132 Exposure Category D Enclosure Classification Enclosed Internal Pressure Coefficient (Gcpl) 0.18 Dlrectionallty Factor (Kd) 0.85 Contractor First Choice Renovations Prepared By AS Client Name Bell Job Location TBD Slash Pine Trail Fort Pierce, FL HVHZ No Our Ref FCR B 1210817 The allowable pressures provided here (W j are given as 0.6* Wul , where W dr is the wind pressure 16 calculated in accordance with Chapters 26 to 30 of ASCE 7-16 using the ultimate design wind speed Mean Roof Height (ff) (V,d0 and the parameters given above. Wed as provided here is an appropriate load for use when: Roof Slope (x:12) 3 1) Evaluating tested products for components and cladding; 2) Designing mullions, framing, and other supporting structures using Allowable Stress Design; Building Width (it) 40 3) Specifying fastener schedules using Allowable Stress Design. Building Length (it) 52 The load combinations specified in Section 1605.3 of the 2020 FBC shall be applied. No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Width of Edge Strip (ff) 4 Opening ID Opening Description Zone Opening Elev. 0 Opening Dimensions Width Height (in) (in) Required Pressure (W.,d) Positive Negative (PSI) (Psi) 1 Door 4 12 40 84 43.8 -47.8 2 Door 5 12 40 84 43.8 -57.0 3 Roll Up 4 12 168 144 37.9 -41.8 4 Roll Up 5 12 1 120 144 38.9 -47.1 �r1ry Emma T. Mellinger, P.E. FL PE# 50049 2021-RO 8/17/2021 A EVEWED FOR a C093E COMPUANCE ST. LUCM COUNTY DEPARTMENT OF REGULATORY AND ECONOMI S f1RCES(RER) BOARD AND CODE ADNIINISTRATION DIVISIO' NOTICE OF ACCEPTANCE (NOA) "k DAB Door Company, Inc. 7 0 12195 NW 9811Avenue SEP 24 2021 Hialeah Gardens, FL 33018 St. Lucie County p iwlnn MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/ecoiiomk FILE C®Py SCOPE: erm 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 otherareaswhere allowed by the Authority HavingJurisdiction (AHJ). This NOA shall notbe 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 manufacturerwill 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 Sec ' roduct or material fails to meet the requirements of the applicable building code. -_� This product is approv s described herein and has been designed to comply with the l ler a Buil ode, including the High Velocit urricane Zone. DESCRIPT ON: Steel Roll -up Garage Door up to 22ft: Oin. Wide with Optional Insulated Sla APPROVAL UMENT: Drawing No. 08-11, titled "Rolling Type Garage Door", sheets 1 throu o f 4, dated 12/26/2008 wi oration, dated 08/27/2020, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 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 innersurface of a panel. RENEWAL of thisNOA shall be considered after a renewal application has been filed and there has b e en no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOAwill 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 otherpurposes 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 maybe 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 revises NOA # 19-0516.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA-No. 20-0901.21 Expira 'on Date: November 04, 202.4- (�d;DE 1�C�ft�Pi'i'�i'•. Appro 1 Date: December 03, 202� Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 14-0814.06" 1. Drawing No. 08-11, titled "Rolling Type Garage Door", sheets I through 4 of 4, dated 12/26/2008, with revision B dated 07/29/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0916.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Forced Entry Test, per SFBC 3603.2, Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2221, dated 12/11/2008, signed and sealed by Candido F. Font, 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 Flat Slat Rolling Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-08-2222, dated 12/11/2008, signed and sealed by Candido F. Font, P.E. 3. Test report on Tensile Test of 22 Gage Galvanized Steel per ASTM E 8-01, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-084176, dated on 12/16/2008, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.06" 1. Structural and anchor calculations prepared by Al-Farooq Corporation, dated 07/28/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0916.01 " 2. Calculations of Series 22' Rolling Steel Door, prepared by Al-Farooq Corporation, dated 07/24/2009, signed and sealed by Arshad Viqar, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 14-0814.06" 1. 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. 2. 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. 3. 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. / . Carlos M. Utrera, P.E. Product Control Plan Examiner NOA No. 20-0901.21 Expiration Date: November 04, 2024 Approval Date: December 03, 2020 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue) 4. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. F. STATEMENTS "Submiued underNOA # 14-0814.0611 1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 07/25/2014, signed and sealed by Javad Ahmad, P.E. 2. Evidence submitted in previous file # 17-1018.10 A. DRAWINGS 1. Drawing No. 08-11 Rev C, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated 12/26/2008 and last revised on OCT 11, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of editorial changes to comply with FBC 2017. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 2017 (6,h Edition), prepared by Al Farooq Corporation, dated 10/11/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0814.06, expiring 11 /04/19. Carlos M. Utrera, P.E. Product Control Plan Examiner NOA-No. 20-0901.21 Expiration Date: November 04, 2024 Approval Date: December 03, 2020 E-2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED IN PREVIOUS NOA # 19-0516.03 A. DRAWINGS 1. Drawing No. 08-11 Rev C, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated 12/26/2008 and last revised on OCT 11, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of editorial changes to comply with FBC 2017. B. Test 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition), prepared by Al Farooq Corporation, dated 05/13/19, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #17-1018.10, expiring 11/04/24. 46�, Carlos M. Utrera, P.E. Product Control Plan Examiner NOA-No. 20-0901.21 Expiration Date: November 04, 2024 Approval Date: December 03, 2020 E - 3 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED. A. DRAWINGS 1. Drawing No. 08-11, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated 12/26/2008 with revision C dated 10/06/2017, prepared by Al-Farooq Corporation, dated 08/27/2020, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 16-1129.05, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 01/19/2017 and expiring on 01/11/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 07/31/2020, signed and sealed by Jalal Farooq, P.E. Carlos M. Utrera, P.E. Product Control Plan Examiner NOA No. 20-0901.21 Expiration Date: November 04, 2024 Approval Date: December 03, 2020 E-4 A - - - - - - - - - - - ---- -L. - 2.575 2990 0 Is DRUM ASSEMBLY ----------- 740 SLAT 22 GA. COLD FORMED STEEL (ASTM A653) B a MIN. YIELD STRENGTH OF 50000 PSI GALVANIZED ACCORDING TO ASTM A-525 10 WITH A COATING DESIGNATION OF G-90 EXTERIOR AND INTERIOR I r ! 7717777 U 0 2.430 0 o CO LJ s 0 < INSULATED SLAT COVER 24 GA. COLD FORMED STEEL Ld ... .... .. . 0 --V E.- E 7B-PA'CKE-T 00) 0) L) -0 L A I 0 MAX. DOOR WIDTH 22'-0' j -1 0 . . .. . . . ...... . . ............... ............ . ........ . ......... 0 In Ct ( .2.R a DOOR ELEVATION 1.7501 L SLIDE LOCK BOTTOM BARD INTERIOR OR EXTERIOR END A -.188 687 ...... . ...... 3.000 . .. . ........... . r WIND LOCK 'A HOT ROLLED STEEL ANGLE MAXIMUM DESIGN LOAD RATING + 60.0 PSF (FOR SIZES SHOWN OR SMALLER) - 60.0 PSF in 01. GENERAL NOTES N� Is PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA 0 �O BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H\(MZ). 2. ANCHORS SMALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. PRODUCT SED ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL a. ..rnp%ln do DRESSING OR STUCCO. Building ...r with I 3. GUIDE AND WALL ANGLES SHALL CONFORM TO ASTM A-36. NOA-No. 0 L20-09011.2 4� ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 812n plratl Date 1110412024 .aa a 2.375- 5. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 6. SLIDE BOLT (1/4- THICK LATCH) IS INSTALLED AT EACH END BOTTOM, Miami -Dade Product Control .. 'A f drowng no. .700 .1001 AND SMALL BE ENGAGED DURING HURRICANE WINDS. 7. ALL WELDING TO CONFORM TO AWS LATEST REGULATIONS AND F.B.C. R 08-1 1 WIND LOCK 'S USE E70XX ELECTRODES AND 3/1V FILLET SIZE. R (27/202 14 GA. COLD FORMED GALV. STEEL , E.h..t 1 �.f WI //A 11 � li! CONC./ METAL // O 1Z7/- i OPTIONAL INSUlATI0N5: j BY 'DYPLAST PRODUCTS LLC' j ISO-25 POLY-ISOCYANURATE I DENSITY = 2.0 PCF N.OA. #17-1207.04 OR BY 'CELLOF04M NORTH AMERICA' �L> J,IRI / DENSITY = 1.03 PCF N.O.A. #15-1203.04 OR O BY 'INSUI_FOAM LLC' DENSITY - 0.92 PCF p _ N.O.A. #19-0129.06 ppk; LW- X I C W I I I li SLAT COVER I Te I 14 I INSULATED SLAT DETAIL (OPTIONAL) SECTION A -A SCALE: 1/4" - 1' WIND LOCK 'B' AT BOTTOM SLAT AND EVERY OTHER SLAT SEMI-TUBULAR STEEL RIVETS-' 2/ LOCK WIND LOCK DETAIL 22 GA. RIPPED FLAT SLAT 2" X 3/16"_` STEEL BAR CONT, CARRIAGE BOLT 0 3' O.C. WEATHERSTRIPPING LOCK 'A SLA T AT 22 GA. RIPPED FLAT SLAT 2" X 3/16- SLIDE LOCK STEEL BAR CONT. BY 'ROP' 3/8" X 1" CARRIAGE BOLT.... 0 12" O.C. 2" X 2" X 1/8- STEEL ANGLE �n7 8" LONG AT EACH END F .END B A KET DETAIL BOTTOM BAR DETAIL L=�J PRODUCT REVISED �� °' • as complying with the FloridaOF , • . ��. ,'o r Building lode NOA-No. 20-0901.21 ry Ida. B12a Expiratio Oate 11/04/2024 BY?hd t- O c� Miami -Dade Product Control ��' •'.• F .� drowing no. OR— 1 L 5/8- CIA, SS KWIK BOLT 3 EXPANSION ANCHORS T GUIDE ANCHOR SPACING - INCHES T_ _ _ MINIMUM INTO 3060 PSI CONC. INTO 4000 PSI CONC. MAXIMUM ANCHOR DOOR WIDTH EMBEDMENT N 6 1/2" MIN. W ' ED^E DIST, W A d d a N 3/16" X 2' WELDS (GROUND SQUARE) AT 5' FROM EACH END AND 10" O.C. MAX. LOA UPTO 60 PSF ADLOADS UPTO LO50 PSFUPTO S U 50DS PSF 60 LOADS PSPTO F to 70 10 10 t0 'Z' GUIDE DETAIL CONC. WALL EXISTING STEEL 1" X 1/2" WINDLOCK BAR 2"X3"X3/16" r I STEEL ANGLE ! 7/8" 3/16' X 2" LONG WELDS i ...._..........{ .�-AT EACH END AND 10' O.C. MAX. EXTERIOR OR INTERIOR 1/2" X 3/16" WINDLOCK BAR CHART 'A' MAXIMUM WIDTH 'Z' GUIDE DETAIL CONC. WALL EXISTING STEEL 1" X 1/2" WINDLOCK BAR 2"X3"X3/16" r I STEEL ANGLE ! 7/8" 3/16' X 2" LONG WELDS i ...._..........{ .�-AT EACH END AND 10' O.C. MAX. EXTERIOR OR INTERIOR 1/2" X 3/16" WINDLOCK BAR CHART 'A' MAXIMUM WIDTH SLIP INCHES UDOOR PTO 14 FT. _ 1 2 18 FT. 22 FF. 3 4 L I$Op S7 g 5/8" CIA. MACHINE BOLTS (ASTM A449) t� TAPPED IN 1/4' MIN. STEEL a n _ ...�.__._...__.-__.._...._._. MAXIMUM ANCHOR SPACING -INCHES 1 ' yyy((( DOOR WIDTH UPTO 40 PSF UPTO 50 PSF UPTO 60 PSF I y UPTO 14 FT. 10 10 10 I I 18 FT. �10 —, 10 8.5 _,. 22 FT, ......70 i__.......-._..._8 6.5 _—f I w 7 it ZNs GUIDE ANGLE SECURED TO MIN. 1/4" THICK STEEL STRUCTURE N 2' I WITH 3/16" WELDS w YP. AT 5" FROM BOTTOM AND 10" O.C. � SEE SCH. FOR WELD LENGTS O y IYP• ,., MAXIMUM WELD LENGTHS p N ART A DOOR_ WIDTH UPTO 40 PSF UPTO 50 PSF UPTO 60 PSF Lj m R UPTO 14 FT. �1" - - 1' i" w r O O M o 18 FT. 1" 1-1/8" 1-1/4 v r1 LL \�_22 fT. O L G f a E��° ............... O �. 1/2- X 1-1/2" HEX HEAD BOLT 0 01 WITH WASHER AND FLANGED NUT r, AT 4' FROM BOTTOM & 10' O.C. Z O Z O (4) AT 2" D.C. AT TOP OF TRACK J O 'E' GUIDE DETAIL ADDITIONAL 0- 0 STEEL STRUCTURE \ ¢ Lv 3-1/2- X 3-1/2' X 1/4- O S r STEEL ANGLE SHEAR P SUPPORTING STRUCTURE MUST BE DESIGNED TO SUPPORT sc..:.Zr+�-'�) SHEAR & TENSION FORCES AT EACH JAMB, FOR DESIGN VALUES OF SHEAR & TENSION SEE SCHEDULE. I Z ARCH./ENGR. TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE. F4 FORCES ON jl I FT. I I- ._......_.._._.___.... 'MAXIMUM _ _ -- .... ......__............-- 40 PSF I S0 PSF 60 PSF DOOR WIDTH TENSION SHWITENSION SHEAR;TEN510N _SHEAR_ [UPTO 14 FT. 293 1018 7 367 1t363 440 1702 18 F1 373 1 15651 467 11995I 560 2418 4..: E..._.....I..._: 5R-•L 2024•j-567.••.I.._253§..1,._680-„j 3043 GUIDE DETAILS CAN BE USED IN ANY COMBINATIONS. PRODUCT REVISED 1 c_ as complying with the Florida �` �'i;: ' 410ENSg • ��, tO a BUllding ode NOA No. 20-0901.21 No. M223, - o Explratlon Date11104/2024 - i : b"! = �3,r`� o e v Miam' Dade Product Control i0•. BTR :• drowing no. m O yOpi , 5/5" DIA. SS KWIK 13OLT 3 EXPANSION ANCHOR _ 'E' GUIDE ANCHOR SPACING - INCHES _ _ _� 1 spy 8, MINIMUM T INCD 3000 PSI CONC._ _ i _INTO 4000 PSI CONC _ ` N r._.._.__. MAXIMUM ANCHOR :LOADS UPTO LOADS UPLO LOADS UPTOrl.0A05 UP?0 LOADS UPTO LOADS UPTO! { DOOR AWTH EMBEDMENT 40 PSF 50 PSF 60 PSF 1 40 PSF 50 PSF 60 PSF I UPTO 14 FT. i 10 10 _ 10 _• 10 10 10 _ 0 A j 18 FT. 5.5" 10 A 5.5 10 9 8.5 22 FT. 7.5 5 4 8S 6 45 I M ANCHOR...._..__...._..._.._.._.....__._....._..._..._._......_..__............___.._.._...._..._.._._.................. _.............-.._.....................i_............:..........._i gggggg SAME AS 'E' GUIDE 4-1/4">MIN. ! w�= 1 {{�{{,,' zil tll v.�• {?O$ —EXISTING STEEL ED - � n GE Q15'TT v � N A I I ro I I "' ' 2• I (i a0 n TYP. w c o T1P. ¢ M o 1/2" X 1-1/2" HEX HEAD BOLT Q _ \ WITH WASHER AND FLhNGED NUT 1 - AT 4" FROM BOTTOM & 10" O.C. W E Oy co (4) AT 2" .G. AT TOP OF TRACK N ADDDIONAL 0 Ui c ^O EXTERIOR OR INTERIOR ¢ N o v Z' GUIDE DETAIL 'E' GUIDE DETAIL_ STEEL STRUCTURE CONC. WALL i 12 f 12.2P I o 1f� Io IN i ' I I ICId-' o i0 O � (Ni ti n Ci I fi-I MIT PRODUCT REVISED �� •'caleg\ 4 .1 0 as complying with the Florida J\ Zr Building Code NOA-No. 20-0901.21 No. Bi223 - a »tii :ire s - a 3 Expiration Date 11/04/2024 BY �°; •' 9T •uj&i'1� c drawing Mlaml-Dada Pro Control �� p 8/27/2020 �! ` // 1 111) sheet 4 of 4