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Home My WebLink About3150 NORTH A1A-NOA 21-1012.03 BRACKET MIAMI•DADE MIAMI-DADE COUNTY a 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.gov/economy RectorSeal,LLC 2601 Spenwick Drive Houston,TX 77055 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 Rated Wall Steel Condenser Bracket APPROVAL DOCUMENT: Drawing No 08-03739, titled "Hurricane Rated Wall Condenser Bracket", sheets 1 through 4 of 4,dated 07/12/2021,prepared by L. Roberto Lomas,P.E.,signed and sealed by Luis R. Lomas,P.E. on 12/02/2021, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. 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 and revises NOA # 19-0411.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.21-1012.03 MIAMI DARE C )_U_NT_7YB Expiration Date: October 6,2026 Wmow Approval Date: January 6,2022 Page 1 RectorSeal,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under NOA# 15-0820.06 A. DRAWINGS 1. Drawing No RS1508-1, titled "Wall Condenser Bracket", sheets 1 through 4 of 4, dated 08/26/2016, prepared by Ted Berman and Associates, LLC, signed and sealed by Theodore Berman, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5ch edition, prepared by Ted Berman and Associates, LLC, signed, and sealed by Theodore Berman,P.E., dated 08/17/2016 and revised 09/08/2016. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance and of no financial interest, issued by Ted Berman and Associates, LLC, dated 08/17/2015, signed and sealed by Theodore Berman, P.E. G. OTHERS 1. None. 4k� Carlos M.Utrera,P.E. Product Control Examiner NOA No.21-1012.03 Expiration Date: October 6,2026 Approval Date: January 6,2022 E-1 RectorSeal,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA# 19-0411.04 A. DRAWINGS 1. Drawing No RS1508-1, titled "Wall Condenser Bracket", sheets I through 4 of 4, dated 04/05/2019 and 08/26/2016, prepared by Ted Berman and Associates, LLC, signed and sealed by Theodore Berman, P. E. on 04/05/2019 and 09/07/2016. 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. None. F. STATEMENTS 1. Statement letter of code conformance to the 61' edition (2017) of the FBC and of no financial interest, issued by Ted Berman and Associates, LLC, dated 04/05/2019, signed and sealed by Theodore Berman, P.E. G. OTHERS 1. None. Carlos M.Utrera,P.E. Product Control Examiner NOA No.21-1012.03 Expiration Date: October 6,2026 Approval Date: January 6,2022 E-2 RectorSeal,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. Drawing No 08-03739, titled "Hurricane Rated Wall Condenser Bracket", sheets 1 through 4 of 4, dated 07/12/2021, prepared by L. Roberto Lomas, P.E., signed and sealed by Luis R. Lomas,P.E. on 12/02/2021. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations,prepared by L.Roberto Lomas,P.E.,dated 09/27/2021,signed and sealed by Luis R.Lomas,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 7`h edition (2020) of the FBC and of no financial interest, issued by L. Roberto Lomas, P.E., dated 09/27/2021, signed and sealed by Luis R. Lomas,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.21-1012.03 Expiration Date: October 6,2026 Approval Date: January 6,2022 E-3 Ar REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 12/01/2021 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 3. BRACKET MATERIAL: STEEL WITH Fy-59KSI, AISI 1045 STEEL OR BETTER. 4. FOR ANCHORING INTO WOOD FRAMING USE 1/4" LAG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 2 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS INSTALLATION DETAILS. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM. 7. ALL SCREWS AND FASTENERS SHALL BE CORROSION RESISTANT. SIGNED:1210212021 RECTORSEAL Lo`",'" "'III PRODUCT REVISED 2601 SPENWICK DRIVE `,,JCS R;..... . as complying with the Florida HousTON, Tx 77055 JCE"SF Building Code HURRICANE RATED WALL CONDENSER BRACKET _ No.02514 NOA-No. 21-1012.03 TABLE OF CONTENTS WBB500HR NOTES SHEET N0. DESCRIPTION Expiration Date 10/06/2026 DRAWN: DWG N0. REV A, 1 NOTES A.R. 08-03739 A %,FS'�?oRlo�.•'G�?� By -/ 2 ELEVATION ScuE NTS DATE 07/12/2021 ISHEEII OF 4 Miami-Dade Product Control 3 INSTALLATION DETAILS LROeERTOLOA4ISP.E Luis R. Lomas P.E. 4 COMPONENTS 1432OROLEwlsvue,nnzx fL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED D A REVISED PER MD COMMENTS 12/01/2021 R.L. / I \ b CONOENSERTO EEINSTALLEDWITH BRACKET DIMENSION BIGUNT IMEDIUM UNIT SMALL UNIT CONDENSER e In 17• UNIT I \ / I b(in 45' 34' 18' 23 5/8" I c(in) 1 35' 26" \ / I WelgN 5001bs I 318Ibs 150lbs 2 BILL OF MATERUILS 33 1/2" I ITEM NO.: DESCRIPTION QUANTITY MATERIAL PARTNUMBER 1 CROSSBAR 1 1045#G90 GALVANIZED STEEL 0.078"THICK FABOO914 2 VERTICAL ARM 2 10459 G90 GALVANIZED STEEL 0.078"THICK FABOO896 3 HORIZONTALARM 2 1045#G90 GALVANIZED STEEL 0.078'THICK FAB00915 4 ANGLE ARM 2 1045#G90 GALVANIZED STEEL 0.078"THICK FABOO920 5 MS X65 MM HH BOLT 4 GALVANIZED STEEL GRADE 4.8 STKO0129 3 6 MB FLAT WASHER 20Md OD 1AWTHICK 4 GALVANIZED STEEL GRADE 4.0 STKO0130 / \\ i 7 MB LOCK NUT 4 1GALVANIZED STEEL GRADE 4.8 STKO0131 8 MB ADJUSTMENT BOLT 2 GALVANIZED STEEL GRADE 4.8 ASB00190 9 CLEAN CLIP WITH NUT 4 PVC ASBOO189 10 RUBBER MOUNT 4 TPUIFLEXIBLE PVC FAB00632 / 11 M10 X65 MM HH BOLT 2 GALVANIZED STEEL GRADE 4.8 STK00195 / 12 M10 FLAT WASHER 20MMOD 2MM THICK 2 GALVANIZED STEEL GRADE 4.8 STKO0194 8 I / 13 M10 LOCK NUT 2 GALVANIZED STEEL GRADE 4.8 -TKO0196 34" I 7 6 5 \ // 4 \ SIGNED:1210212021 70 / RECTORSEAL �,�\I""I'll"111 PRODUCT REVISED 2601 HOUSTON,WIC 77099E :��J\S�RE" M�s�'; F •• as complying with the Florida HURRICANE RATED WALL CONDENSER BRACKET /No.B 514 Building Code WBB500HR 13 12 11 9 WALL CONDENSER BRACKET NOA-No. 21-1012.03 ELEVATION = py{yvl✓J/G Expiration Date 10/06/2026 DRAWN: DWc NO. REV =�0�;•, STATE OF �t-, 1 A.R. 08-03739 q o�FSS..tORID,.•�G\`�� By srxE NTS DATE 07/12/2021 ISHEE72 OF 4 'V/i 70NAlj1E1\�� Miami-Dade Product Control LROBERTOLCMASP.E. Luis R. 1432 WOODFORD RD LEWISVH Lamas P.E. .LE,AC 27023 FL NO as 434-688-0609 rllomas@ibnvgv.m REVISIONS SEE CHART #1 REV DESCRIPTION DATE I APPROVED THIS SHEET FOR A REVI5ED PER MD COMMENTS 12/01/2021 R.L. MIN. EMBEDMENT A A SEE CHART #1 THIS SHEET 8 B FOR MIN. EDGE DISTANCE C C D D 0 o SEE CHART #1 THIS SHEET BUILDING BY OTHERS E E PRODUCT REVISED as complying with the Florida Building Code ANCHORS LOCATIONS N OA-N o. 21-1012.03 Expiration Date 10/06/2026 NOTE. __ OTHER ANCHORS MAYBE USED AS LONG AS By '��`� ANCHOR CAPACITIES EXCEED CAPACITIES SHOWN Miami—Dade Product Control IN CHART Nf SIGNED:1210212021 Chart N1 RECTORSEAL "%``e�R.1Lo MANCHORS ANCHORCAPAC/TY DESIGN MIN. 2601 SPENWICK DRIVE �\`VJ\ 0C SUBSTRATE EN@ MQs ANCHOR MIN. PER TENSION SHEAR PRESSURE EDGE ANCHOR HOUSTON, TX 77055 F•'•. TYPE TOTAL EMBEDMENT LOCATIONS LEG (Ihs) (IDs) (p DISTANCE HURRICANE RATED WALL CONDENSER BRACKET — No.62514 1/4'Lep 3 B 74.2 A.C&E WBB500HR Woad Screw 4 e 441 236 112.5 5/8' 2 1/2• A,B.D&E INSTALLATION DETAILS 5 10 150.0 A,B,C.D&E 0 STATE OF 3 B 25.8 A.C&E DRAWN: OWc NO. REV TORID�`.•'• \�� Hollow CMU 1/4• 4 8 118 202 40.2 4 1 1/4' A.B.D&E A.R. OS-03739 A S+''•........ Tapcon 5 10 54.7 A,B,C,D 8 E SCALE NTS DATE 07/12/2021 SHEET3 OF 4 /,//#11 Concrete ar 3 8 113.9 A,C&E 1/4• LR1�6EROLOMASP.E Lu's R. Lomas P.E. Grout filled Ta on 4 B 443 421 150.0 3 1 3/4' A.B,D 8 E 1432 weoDFORo RD LEwlsvn.tE AC77O7J CMU 5 10 150.0 A.B.C,D&E �1T-689-0609 Abnuo@klmurpa.wm FL No.: 62514 REVISIONS REV DESCRIPTION DAIS MPROVEO A REVISED PER MD COMMENTS 1 12/01/2021 R.L. 1 3/4" 33 1/2" LTI� 7/16" J O O O O O O O 1 3/4 Oi CROSS ARM —r 2 1/2" � 17 3/4" 2 5/I 16 �--�{ 23 9/16" L 1_I 2 1/8" F O O O O O° 1 15/16" F 1 15/16" T O r z 3/16" O z 1/2" o o� O2 VERTICAL ARM Q HORIZONTAL ARM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-1012.03 26 7/16" Expiration Date 10/06/2026 —L BY Q 1 1/2" Miami-Dade Product Control SIGNED:1210212021 —r RECTORSEALl�o 23 7/8' 1 1/2' 2601 CK DRIVE _`�`,J�S ICENs•�lq HOUSTONTON, T TX 77 IV HURRICANE RATED WALL CONDENSER BRACKET No.0261,4 r� 1 9/16° W88500HR = �f H COMPONENTS O ANGLEARM DRAWN: DWG N0. REV i STATE OF �� ' �' A.R. 08-03739 A ,,tcsS...<oR1o•,.•�G``� SSE NTS JOATE 07/12/2021 SNEET4 OF 4 'i,,ZONAL ��` L ROBERTO LOMASP.E R. Lomas P.E. 1432 WOODFORD RD LEWISVL E•AC=23 Luis is No.: 62514 I31-BBB•06M NlonmapktmarM WITT FL