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HomeMy WebLinkAboutREVISION - NOA - INSULATED STEEL GARAGE DOORMIAMf•DADE �N X 4 R . FCWTCONTROL 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 (NON www.miamidade.gov/economy Haas Door Company I 320 Sycamore Street SCANNED Wauseon, OH 43567 ��pQY�+ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of§uy&k.00Unty 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: Series HT 600, 700, 800 & 2000 Insulated Steel Sectional Garage Door up to 16'-2" Wide APPROVAL DOCUMENT: Drawing No. WL-0600-0194-08-48-52M D, titled "16%2" HT 600, 700, 2000' & 800 Steel Series HVHZ Wind Load Sectional Door", sheets I through 3 of 3, dated 12/01/2014, with revision B dated 10/25/2017, prepared by Haas Door Company, signed and sealed by John E. Scates, 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 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 I 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 revises NOA #17-0313.10 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. NOA No. 17-1023.13 MIAMhDAQ6COUNTY Expiration Date: February 11, 2021 Approval Date: December 21, 2017 Page l 1. EVIDENCESUBMITTED UNDER PREVIOUS NOA's A..,: DRAWINGS "Submitted underNOA #17-0313.10" 1. Drawing No. WL-0600-0194-08-48-52M-D, titled "16'-2" HT 600, 700, 2000 & 800 Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated 12/01/2014, with revision A dated 01/20/2017, prepared by Haas Door Company, signed and sealed by Thomas D. Sullivan, P.E. B. TESTS "Submitted under NOA #15-1104.03" . 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 Resistance Test, per TAS 202-94 along with marked -up drawings and installation diagram of 16'-2" wide x 8" height HT 600 Series Sectional Steel Garage Doors, prepared by Intertek/ATI, Test Report No. E1289.02-550-18, dated 12/05/2014, signed and sealed by Justin P. McDonald, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheets, prepared by Intertek/ATI, Test Report No. E1289.11-106-18, dated 12/12/2014, signed and sealed by Gary T. Hartman, P.E. 3. Test report on Salt Spray per ASTM B 117 of coated metal steel panels, prepared by Intertek/ATI, Test Report No. E1289.10-106-18, dated 11 /24/2014, signed and sealed by Gary T. Hartman, P.E. C. CALCULATIONS "Submitted under NOA #15-1104.03" 1. Anchor calculations prepared by JB&B Engineering Consultants, LLC, dated 07/01/2015, signed and sealed by Thomas D. Sullivan, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics of the Rubitherm WP 19669 polyurethane foam insulation per ASTM E84, prepared by QAI Laboratories, Test Reports No. RJ5251F-1 and RJ5251F-2, both dated 01/26/2017, signed and sealed by V. Andrew Tan, P.E. 2. Test report on Ignition Temperature of Plastics of the Rubitherm WP 19669 polyurethane foam insulation per ASTM Q 1929, prepared by QAI Laboratories, Test Report No. RJ5255F-1, dated 02/02/2017, signed and sealed by V. drew Tan, P.E. t 13�a��7 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1023.13 Expiration Date: February 11, 2021 Approval Date: December 21, 2017 E-1 Haas Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS "Submitted under NOA #17-0313.10" 1.. Statement letter of code conformance to the 5t' edition (2014) FBC issued by JB&B Engineering Consultants, LLC, dated 02/27/2017, signed and sealed by Thomas D. Sullivan, P.E. 2. Statement letter of no financial interest 'issued by JB&B Engineering Consultants, LLC, dated 02/27/2017, signed and sealed by Thomas D. Sullivan, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. WL-0600-0194-0848-52M-D, titled "16'-2" HT 600, 700, 2000 & 800 Steel Series HVHZ Wind Load -Sectional Door", sheets 1 through 3 of 3, dated 12/01/2014, with revision B dated 10/25/2017, prepared by Haas Door Company, signed and sealed by John E. Scates; P.E. B. TESTS 1. None. C. CALCULATIONS 1. 'Anchor calculations, dated 10/27/2017, prepared, signed and sealed by John E. Scates, P.E.' D. (QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) i E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 61' Edition (2017) FBC, dated 10/27/2017, prepared, signed and sealed by John E. Scates, P.E. 2. Statement letter of no financial interest, dated 10/27/2017, issued, signed and sealed by John E. Scates, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1023.13 Expiration Date: February 11, 2021 Approval Date: December 21, 2017 E=2 1 I 2 I 3 I 4 E Door B'-01 See below door D 5 B 7 8 a EVISIOMS ' - m. a eraarrwr ( At f V1os fD'd ertu ff-Y n, a..f a ..• . •fmm n. em,� ' — Flag Bracket Detail H (sheet 2 of 3) E Jamb Bracket Detail F (sheet 2 of 3) PRODUCT REVISED D as complyfne with the Florida Building _Coodde - -NDA-No. 17-1023.13 Expiration D2f1112021 8 Bottom Bracket End Hinge Strut & Strut Attachment ?• Intermedlata Hinge A Slide Lock Shown Detal G or - brie a e Product Contra Detail C (sheet 2 of 3) Detail B (sheet 2 of $) Detail E (sheet2 of 3) Detail D (sheet 2 of 3) 4" +1-T Lock Bars Detail J (sheet2 of 3) 'ori?b bracket quantities shown are for use with grade 2 or better southern pine ,�'()" C This product has been tested per TAS202-94 for static air pressure. Iambs - \,�\\\ S / C Supporting structural element designs are to be the responsibility of the professional\� ��aa E•%l• //�I This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. of record for the bultdinq or structure for the loads listed an this drawing. - O`N,.;pENBF• ;S �. DetailTop Bracket End & Intermediate Stiles (Backers) 1. I DETAIL :, - IN! ii i1 ii vw Iv�Y,- - 221' +1- 3' ip NI A fit b g a'iVY�T_MINIONS 0 Y'Y � Iq� !i3'ii� �, it ii �l .� Imm IO%/�%%%ice©'�//%%��%/O�%%® h ighf TOW Sections of Strr t Strut Configuration Jamb Side -0' 3 3 SEE SHEET 3 OF 3 5 _ -0• 4 4 5 Q'-3' 4 4 5 G-6• 4 4 6 .-g' 4 4 6 4r 4 4 6 T-3' 4 4 6 11-6° 4 4 7 6' 5 5 7- T 4 4 7 9' S 5 7 4 4 7 -0• 5 5 7 - 7 , �. NO'.S 173:*,� NOTICE•• _+ These drawings are o supplement to the installation instructions for = * ' 4 ttf +. 5fA till` a standard door and only covers -those procedures that vory fromstandard door instcllollan� If �4 these specific procedures ore,not //Oj�FSSfpNAL ��� followed, the door mcy-.not perform as designed. �J)Iftltt\`` B V John E States, P.E. - 2560 icing Arthur Bivd: Ste 124-54 Lewisville, Texas 75056 - . Florida P.E. # 51737 M.�imum section height is 24 in. Ma?fmum door height is 16 ft. This product is oveloble in narrower sizes a same PSF•_,gpA construeted as shown. All doors, even those above the tested height, A This product is designed and sold by PSF.t; The AHJ or Engineer of gecord is responsible for determining the PSF are mailable with Jamb brackets or commercial . required for any given site. '- flI•'• fuI angle. The quantity and dimensional 1.,:x foe tion of the jamb brackets/track clips and th�jcmb should. be mounng shown above mdmtained. 1 2 3 4 5 6 SF IAI i 4 1 1 2 3 4 5 6 7 1 8 24" TEX SCRM Al I Ca+ is--e ter" Ie•-2• f/4' X 3/4' Hex Washer Head Self Dr311ng RX SCREW At 9r.a z Adore -I= 11m Ix.•f_,nert• ADJUSTABLE TOP FUCRJRE END HINGE (3 per Bottom Bracket & 2 per Low 1/4' X 3/4' Her Hasher H®d Ay z � 7• N,,,;te.�„ fm,,,a.• F 12 Go 14 Go Galvanized Steel Haadroom.Top Brocket) Sell DrnQng (3 psi Bell.m & 2 per A zse Mv5 2 sisal , Alamate Bator, era�ls V-Wt F'. = PPUIeH NUT K for °A, -_ TEK SCREW BDTTCM. BRACKET Adjustable finer Eattom Brackets) as yp@ys. 1/4' % 3 4' Hex Wosher 13 Go Cwlvonized Steel BOTTOM BRACKET F3 3 A1esa Yam xl® AnA'uaxan• Push nut p!ocemenl / 13 Gs 'u-6red Sled q2 a ] anes.a m rWyreUea room Head Sell lX7gng (4 per $ Q B Mv5 , rna� „ws a m. now ara/t Hinge) LOW HEADROOM TOP BRACKET ADJUSTABLE INNER AR and O BOTTOM BRACKET TEK SCREW PUSH NUT 711V PUSH NUT 7/16- PUSH NUT 7/16' - t/4' X 3/4" Hex Sea DETAJL K for push See DETAIL K for push nut See DETAI!-K far push nut Washer Head Self nut placement placement P 1617ng (4 per BOTTOM SEAL BOTTOM SEAL DETAIL A Bracket) DETAIL B DETAIL C ALTERNATE #9 TO DETAIL C E TEK SCREW 410 SCREW TEK SCREW - 1/4" x 3/4' Hex Washer Head E .r 1/4' X ,./4• Hox % 3 4 Self Drilling (2 per End & Intermediate Stiles) SLIDE LOCK (One On Each Washer Head Self Drilpg/ - Hex ((5 per Bottom & 2 parer Head Self 3 1/2• x 5' E STRUT Side or The see- AdNslable Inner Bottomg (14 per INTERMEDIATE HINGE 18 Go 70 KSI Minimum JAMB BRACKET LOCK BARS (see CEfAIL JBrackets)m Breeketa} °f G.1-reed Steel " 12 Ge Galvanized BOfrON BRACKET Gaivonized Steelsteel 12 Go Colmnized Ste°(TTOM 84ACKEf a O o TEK SCREW SUDE LOCK or e-.Thlck Powder oLOOK BPRS A0.1L'STABLE INNERted StW 1/4' X 3/4• Hex Engagas !o the 0 o WasherHead Sett eachvertici track or,BOrmM BRACKET door side of the L'SH NUT 7/tar Or0¢ng (4 per Hlage) door PUSH NU7 7/16'ea DETAR K ro. �5"�( BOLT & Nur See O)i�vj(' for' pushush nut placement NOTE: The I...lien of 1/4-20 X 5/a" TEK SCREW nut plcement, the inteanedtate hingas 3• x 3 i/4' BRIDGE PLATE Carriage Bolt& i/4" % 3/4" Hox 0TTOM SEAL D BOTTOM SEAL is 'uw'icated hY the 18 Go 50 KSI MINIMUM t/4-20 Hex Wosher. Washer Head Self ALTERNATE #2 ALTERNATE #Ki DETAIL D the t top of .oeras�a�on. QETAIL E ne;�„adad wisre3 mm DETAIL F Nut (I Jamb DETAIL G . °„nlgk) (a per sllae D C` TO DETAIL C TO DETAIL C TOG-L-LOC at 4 arvers PRODUCT REVISED as ding comp odeng wNh the Florida • Buil OUTSIDE �— NOA-No. 17-1.023.13 HANDLE Elzpiration 0?J1112021 15 Scollm - 17 3' 1 7" Mln,---­ieJ 21- Beall on - 20 1• 63' ROLLER Is, Section - 17 .15" 24' Seotle 1 - 23 �• , mid Product Control 21° Sxtion - 20 ¢' - 2" Wometer Norrined Ten Bop Nylon w/Harehmed 24' section shaft or Ten Bait Steel w/Hordened Shaft with ��,11f1I11!!// C- � 1 s ;a M;nimum workobie shaft Length Shown. ` Ns�r�s!/C LOCK BARS 'Engage B• �: y, i CF —" l 1Vo.51737 ° the v'ec- o 0 006 : track n eaachh side �1 —� o FLAG BRACKET 4r s1 } the door _�.,f �" ly__ ' DETAIL J%rub Alternate Look Configur lan DETAIL L DETAIL M �� ���,e: ' fLORtap' MATERIAL 20 GA CS Steel. MATERIAL: 16 GA CS Stee4 .l BOLT coo G.W nzec'pped G40+ Ge wn zed IppeC Ids (a par Fla1g 5/8- aket) eon///mill", B DOUBLE STEEL ENO STILE - DOUBLE STEEL END STILE G� � B NOTE: Jambi Loads. 16 Go Galvanized Steel � -16 Go C.Ivonized Steel � 7r.�/Lf Detail- M (sheet 2 of 3) +384.0 lbs./ft./-416.0 lbs./!t. 0alail M (sheet 2 of 3) 1O �..1 7 - End & Inlermednla Stiles (Bookers) BOLT & NUT John E States, P.E. f I th 3 nun. (sheet 2 0l 3) Min..ME3 & 1/4 x 5/8' ex Track Borc 2560 Kin Arthur Blvd. Ste 124-54 of Y Attached with 3 mm TOG-L-LOC at 2 places, of 1' { & for H. Hex Washer Nut 4 ` (2 for HoFlzontal & 2 for Lewisville, Texts 75056 vertlrnl Track) Florida P.E. # 51737 1/4• IMPACT This product has been evoluated for use in I RESISTANT the High Velocity Hurricane Zone (HVHZ), BOLT & WASHER VERTICAL TRACK DETAIL K DETAIL H 5/f6• X 15/8' Lag Bolt & 2• Nominal 13.Gs Gdlo;) ad Steel Thwa should be a epee% of 162°HT 600 700 2000& 800 STEEL SERIES O.D. x 7/16- I.D. Flat Washer teeted. WOOD JAMB - HVHZ WIND LOAD SECTIONALDOOR A NOTE: Jcmb bracket must be in 3' Neadr.l 13 Go Is also c roved 1/4' between the roper hub NOTE: Details on some views omitted direct cantact With the 2xe No as an alternate. The vertical wood Jomb lastenere and the outside edge of the DESIGNPRESSURE+480-52.01`0 A ( may be counter Bunk to provide o roller haldar, Which Is set by for clarity. Double end stiles and dry" anowed). t(ot mounting surface, See Jamb the push nut, - 320SIrdtnorti DClW81BfI0: WL•(1 M194-0848.52M-D BEY. B NOTE Th. flat wash., 1. not attachment details on sheet 3 far. end hardware may be required on IYm>�a�Oflb . required Tar angle mount, attaching lambs to the structure. wider _or heavier doors_ - 41933/�90D Nl1EDRlE 1?!1(14 D6lWNR'. hNS SECTION B-B IiDBIi(b1: Stx She�.3 SB&T: 2 OF 3 1 2 3 4 5 6 7 8 i SECTION A -A Ir THICK - Ili 600 SERIES 1J' THICK - HT 700 SERIES 2' THICK - HT 20GO SERIES 3' THICK - HT 800 SERIES STRUT D.tan E (sheet 2 of 3) WOOD JAMB ATTACHMENT S 0lraehae Fastener Type NHIo ra be l �9e DktAica spaav �S'Pod9 Leaf M61.2DD0 PSI concrete Tapmn 114'vd V0:1—sher 1391 21l2' 4' 12' 4439 Southern Fme (G=0.65) 3l8' Lap vd 1118'OOwash 1 11r 1 1/r 4' tr 62D It spruamew (G=0.4JJ 3B'Lag �V! 11B'00 �Ydsher 112' r 4' it 4ffiS `TONGUE AND GROOVE JOINT. - NOTE TO mowted to the wag nh tbeSoOthem Pine Grade 2 or better. 5TRUi JIda-E (sheet 2 of 3) - —26 CA MIL EXTERIOR DDS OR CS STEEL SKIN WITH "0 MIN. HDT DIPPED GALVANIZED. WITH EPDXY PRIMER h BAKED -ON - POLYESTER PANT TOP COAT. MIN. YIELD: 25 KSI --TONGUE AND GROOVE JOINT. STRUT t,lof (sheet 2 0} 3) 2 --26 CA k% INTERIOR CS STEEL SKIN WITH G40 MIN. GALVANIZED. BAKED -ON POLYESTER PAINT TOP COAT. MIN. YIELD: 35 Im TONGUE AND GROOVE JOINT. - srRlr pelon E (sheet 2 f 3) ' —FIRE RATED POLYURETHANE FOAM INSULATION - RUSRHERM WP 19659 i-RIGID/FLEXIBLE PVC BOTTOM SEN.. 65FLTO.Y9 6b[�aRS el8.'RWLS 7SETPSS STRUT CONFIGURATION OPI HE 5 • PASTHEADER - - - ----- o 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE o NING GHT ' MAXIMUM ON CENTER SPACING FIRST FASTENER 4'to 6" ABOVE THE FLOOR OPENING MODEL NUMBERS 1 MODEL NUMBERS AVAILABLE HT_14 & 2 14 SERIES HT 16 & 2_16 SERIES HT 32 & 2 32 SERIES HT 33 & 2 33 SERIES HT _10 & 2 10SERIES HT _12 & 2_12 SERIES HT 60 & 2 60 SERIES HT 61 & 2 61 SERIES HT 63 & 2 63 SERIES HT 64 & 2 64 SERIES HT 70 & 2 70 SERIES HT 71 & 2 71 SERIES HT 72 & 2 72 SERIES HT 73 & 2 73 SERIES HT 74 & 2_74 SERIES HT 80 & 2 80 SERIES HT 61 & 2 81 SERIES HT_82 & 2_82 SERIES HT 90 & 2 90 SERIES PRODUCT REVISED, as complying with the Florida Bhdidfrhg Code NOA-No, 17-f023.13 Fspiradon ate 02MI12021 BY Miam e Product COMroI C No.61737 , a' STATE OF ` �F'•oRlop� `� `�� /AFAL / L" l O f Z"(� I "( Jahn E Scates, P.E. 2550 King Arthar B{Vd. Ste 124-54 Lewisville. Texas 75056 Florida P,E. IF 51737