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HomeMy WebLinkAboutEVALUATION REPORT�rJoseph H. Dixon, Jr. Product Design Consultant 407-671-0169 No. 7768 SCANNED sly EVALUATION REPORT No. 9 udP.1i°��➢ffff ER-11-0004-R Reference No.: ' 31004 32003 Product: Exterior Doors — Roll -Up Exterior Door Assemblies Series 3652 1 Manufacturer: Janus International Corporati, 134 Janus International Blvd. Temple, GA 30179-4435 Statement.of Compliance: 3952 Lake Mira Ct. Orlando, FL 32817 February 21, 2011 Rev. 2/15/12 The Rolling Doors, Series 3652 described in is report were evaluated to be in compliance with the 2010 Florida Building Code. The doors ar , for the purpose intended, at least equivalent to that required by the Code when manufactured and installed as described below. Description of the Product: All doors consist of a corrugated steel sheet ci around the drum raises the curtain. The sides c movement along their vertical edges by steel € constraint provides resistance to lateral wind f is a cold -formed steel channel section, 0.079" lateral wind forces are transferred from the cu elements to the door jamb. The door jambs ar( usually are constructed of steel, concrete, or c, rtain suspended from a drum roller. Coiling f the curtain are constrained from lateral uides that are attached to the door jambs. This )ices. The :guide configuration used for this series ;hick with a minimum yield'strength of 33 ksi. The tain to the guides and then through the attachment part of the main wind frame resisting system and increte masonry units. ��- 5 o••e••.se•� Oj1� jar ��. 77619 "g a STATE OF : Pagel of 4 CAConsulting\ClienWanus International\12\32003 Eval Report ER-11-0004-R series 3652 Oil512.doc qx Joseph A Dixon, Jr. P.E. FL No. 7768 Evaluall Series 3652 Door curtains have a thickness of 26 gage an( pre -painted, galvanized steel with a full coat o The corrugated sheets are interlocked mechan approximately 20 inches on center vertically ii approximately 5/8 inches and the corrugation and wind load rating. Maximum door opening detail on drawing T1014. The test was conduc wind loads were calculated for opening width., the test door. All doors shown on drawings Tl Design Wind Loads Maximum door widths and heights are shown maximum allowable design wind load values. Drawings The Door Series covered by this report is Janus International Corporation drawing: Report: ER-11-0004-1',r 02/15/12 are made of ASTM A653 structural steel, grade 80, Fprimer and baked siliconized polyester finish coat cally to form the curtain. Lap splices are at 1 the installed door. The corrugation height is )itch is 3.25 in. Style variations include door width, height is limited to 20'-0". The door is described in :ed on a door with a 12'-0" opening width. Design of 6-0" to 18'-0" using comparative analyses with 14 have windlocks. Table 1. The pressures shown in Table 1 are the in detail on the following Drawing T 1014: 6'-0" wide through 18'-Cj" wide, maximum opening height 20'-011 , sheets 1 and 2 of 2, datelld 02/21/11, rev. A, 1/23/12 Technical Documentation: All testing was done at Certified Testing Lab following the procedures of ASTM E330-02, Doors, Skylights and Curtain Walls by Unifo complied with ANSUDASMA 108-05, Stand Rolling Doors: Determination of Structural P Difference. The following test report, signed in this report: Test Report No.: CTLA-2058W, date: Fe 12'-0" wide x 8'-0" high, +36 / -40 psf Calculations prepared by Joseph H. Dixon, Jr • Calibration calculations for 12'-0" wide • Tabulated design wind loads for various tones, Orlando, Florida. The test was conducted uctural Performance of Exterior Windows, Static Air Pressure Difference. The test .also Method for Testing Sectional Garage Doors and )rinance Under Uniform Static Air Pressure l sealed by R. Patel, P.E. covers doors contained 17, 2011 pressure .E.: door, 2 pages lth doors, 6-0" to 18'-0" wide. 1 page Page 2 o 4 CAConsultingThentWnus International\12\32003 Eva] Report ER-11-0004-R series 3652 021512.doc % ����y;�;yc3l,d�i?�t�v a� eg� %A N 7, d �a u f4Ei. i n 'mod .w • �uWi a a ,STATE O cr 6/ a OVAL a17>e:1fie1S 2/Gl/iz s * Joseph H. Dixon, Jr. RE. FL No. 7768 - Evalu tion Report: ER-11-0004 TABLE 1 Allowable Transversile Design Wind Loads (psf) Series Max. Door Width Max. Door Height Drawing Number Design Load Positive Design Load Negative 3652 6'-0" 20'-0" T1014 72.9 79.2 3652 7'-0" 20'-0" T 014 72.9 79.2 3652 8'-0" 20'-0" T�014 72.9 792 3652 9'-011 20'-0" T%014 56.4 61:7 3652 101-0" 20'-0" T11014 51.6. 56.8 3652 11'-0" 20'-0" T11014 416 47.1 3652 12'-0" 20'-0" T1;014 3652 13'-0" 20'-0" T1014 31.0 34.5 3652 14'-0" 1 20'-0" T1014 27.0 30.2 3652 15'-0" 20'-0" T1014 23.9 26.8 3652 16-0" 20'-0" T1014 21.3 23.9 3652 17-0" .20'-0" T1014 19.2 21.6. 3652 18'-0" 20'-0" T1014 17.4 19.6 Design values used for the tests are shown in 1 Maximum test load was 150% of design load. Unshaded design wind loads were determined Installation Requirements: Installation requirements are described in the J Instructions as follows: • Door Installation Instructions, Series 3652, boxed shaded values. comparative analyses using test results. International Corporation Installation 2/21/11, 9 pages 02/15/12 %%IMP % av M M W- STATE OF w M �nn n 8yR a Rr.. _mod 4;PD ..«,°*°e0.4'6 ��' % 1 .P � lL �R% Page 3 of 4 CAConsulting\ClientVanus Internationa1\12\32003 Eval Report ER-11-0004-R series 3652 0215�2.doc Joseph H. Dixon, Jr. P.E. FL No. 7768 - Evaluation Report: ER-11-0004-: 02/15/12 Limitations and Conditions of use: The use of any door is limited to buildings for which the design wind loads for wall components and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code, do not exceed the rated design wind loads of the door as shown in Table 1. The maximum width and height limitations Doors are to be assembled as shown on the are to be installed in accordance with the it Door manufacturing is limited to those Product Approval quality assurance re( The doors covered by this report are -not for Certification of Independence: shown in Table 1. to drawing referenced above, and the doors instructions referenced above. that have met the 2010 Florida Building Code in the Florida High -Velocity Hurricane Zone. I, Joseph H. Dixon, Jr., certify that I am self-�mployed and operate as an independent contractor providing professional engineering services. have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which'evaluation or validation reports have been issued by me. Likewise, I have no financial interest in nor involved in the approval process of those pr Page 4 CAConsulting\ClientVanus Intemational\12\32003 Eval Report ER-11-0004-R series 3652 I acquire any financial interest in any other entity is for which I have issued reports. 512.doc Joseph H. Dixon, Jr. P.E. "10N tiL.'C_N /I11111411l,\� ALL COMPONFMS SMALL BE '•. ASTM A 063 STEEL WRAIM HY833 KSI GALVANIZED:� `• PER ASTM A S53 G90 1 1079• 21' 1 5/16• X 1/2• I VERTICAL SLOT 2 e' Be MAX 2' 2' �••s%Q�� ti. ta1��� i✓ r a • i o. 7768 s aX, ',�OR10Q'.•' 6 A79' 2 'J:f 10NAL 1 ijiE1�1� GUIDE MOUNTED TO GUIDE MOUNTED TO WINDLOCK R STEEL JAMBS CONCRETE/FILLED BLOCK JAMBS_ EVERY EITHER USING 14 X 1' USING 1/4' X 3' POWERS CORRUGATION SELF-➢RILLING SCREW WEDGE -BOLT OT GENERAL NOTES 1. THIS ROLL -UP DOOR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE INTERNATIONAL BUILDING CODE THE REQUIRED DESIGN WIND,PRESSIIRES FOR A DOOR IN ANY PARTICULAR BUILDING SHALL BE DETERMINED IN'ACCDRDANCE WITH SECTION 1609 OF THE FBC. IN CODE JURISDICTIONS OUTSIDE O' FLORIDA. REQUIRED DESIGN WIND PRESSURES MAY BE DETERMINED IN ACCORDANCE WITH SECTION 1fi09 OF THE IBC OR WITH THE LOCAL BUILDING CODE IN EFFECT FOR THE SPECIFIC LOCATION 2. THIS R13LL-UP DOOR HAS BEEN SUCCESSFULLY TESTED ACCORDING TO THE UNIFORM STATIC AIR PRESSURE TEST PER ASTM E 330 AND ANSI/DASMA IDS TO SAFELY RESIST A POSITIVE AND NEGATIVE WIND LOAD AS NOTED BELOW. A TEST LOAD OF L5 X DESIGN LOAD HAS BEEN. USED. DESIGN LOAD - '36fi PSF 3. WIND LOADS FOR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPEED AND DESIGN CRITERIA THIS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE BUILDING OPENING 4. SUPERIMPOSED LDADS ON THE JAMBS FROM THIS DOOR ARE DESIGNED-AS-Vx— AND Vy HEREIN CONTRACTORS SHALL -HAVE -BUILDING -ENGINEER VERIFY ADEOUACY_DLBUILDING-STRUCTURE TO RESIST SUPERIMPOSED LOADS Vx, Vy. 5. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH AVS SPECIFICATIONS, LATEST EDITION. ALL WELDING ELECTRODES SHALL CONFORM TO AVS A5.1 GRADE E-70. 6 DOORS MAY BE PROVIDED WITH LOCK MECHANISMS AT THE OPTION OF THE OVNER. 7 ALL BOLTS AND VASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSL 8 DESIGN BASED ON CERTIFIED TESTING LABORATORIES, HNC, TEST REPORT Na CTLA 2058V BATED FEBRUARY 17, 2011. (STATIC PRESSURE) 9 ANCHOR NOTES, A EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH B. FOR HOLLOW BLOCK, FILL ALL CELLS a ANCHOR WITH 2500 PSI GROUT. C. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 10 DOM OPERATION TYPE TO BE PUSH-UP, HAND CHAIN, OR ELECTRIC 11. GUIDE TO JAMB ATTACHMENT FASTENERS IN WALL OPENING AREA BEGIN 4' FROM FLOOR AND END 4- HEL12V THE TOP OF WALL OPENING 12. TEST DOOR WALL OPENING SIZE, 12-0• X 8'-0'. %2 — EXISTING STEEL JAMB SELF -DRILLING SCREW 1/4-14 X 1• a e• Be MAX STEEL JAMBS LH GUIDE MOUNT SHOWN I� EXISTING CONCRETE OR FILLED BLOCK JAMB •; POWERS WEDGE -BOLT OT • 4 ) 1/4• X 3• B B• Be MAX W/MIN EMBEOMENT-DF 2 3/4• IN BASE MATERIAL �•I F� ' : •' 9 . SLIP 32 SLIP 11 C1mum CHART) 2i' VINDLOCKS ATTACH VITH 2 EACH D3/16• ZINC COATED STEEL RIVETS . CURTAIN SHEET WIDTH (SEE CHART) BACK TO BACK OF GUIDES (SEE CHART) WINDLOCK B EVERT OTHER CORRUGATION CONCRETE/FILLED BLOCK JAMBS RH GUIDE MOUNT SHOWN OPENING WIDTH SLIP CURTAIN SHEET WIDTH BACK TO BACK OF GUIDES 57•-0• 3/8' OPENING WIDTH + 2 3/16• CURTAIN SHEET WIDTH * 2 3/8• >7'-0' S9•-0' I/a, OPENING WIDTH + 2 7/16' CURTAIN SHEET WIDTH + 2 I/8' >9'-0• 518'-0• 21/3Z'l OPENING WIDTH + 2 3/4• CURTAIN SHEET WIDTH + 1 13/16' Vy -220 PLF ,•A : ::. Vy +220 PLF Vx •728 PLF Vx •728 PLF Vx -833 PLF cw.l. CURTAINVx -833 PLF Vy -244 PLF Vy -244 PLF STEEL JAMBS CONCRETE/FILLED BLOCK JAMBS LH GUIDE MOUNT SHOWN RH GUIDE MOUNT SHOWN SUPERIMPOSED LOAD DIAGRAM THESE CO TIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN IIFOFMATIXN OF A PROPRIETARY )MTUREP TNUM➢ER, AND MAY NOT.RE REPRODUCED DR USED TD MANUFACTURE ANYTHING IN PART OR IN WIRE FOR ANY PURPOSE EITHER THAN THAT WHICH IS NECESSARY FOR PREPARATION IF BIDS 6 ENGINEERING WITHOUT AL�THE EXPRESS PERMISSION OrJANUS WHICH NAY RECALL DDCLpanS AT ANY TIE UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES UNIT O ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS N .XX ±,03 t 1/16 f 0° 30' UNDER .251 *.004 °RAvM-.003 BEC XXX t.005 .251 to .500 +•006 mc—Im -,003 DON OVER .500 -.OD3 ,PP=V nrsTlGc cooler[ H_Gw 0 •i ASn AaSSSTt „ O � �. v1TN AarA AM GRP all[ TGffi W lOVCAf vHx¢-onto v/ 1-Orr [ ot�Lr TTHWBOLTS IxINMoTaO1/TP Imc IS AL mOm nl wwt [nSTUin c=RCID aRACRn [Lu[rT —' . v -PAuI[ rAwT[n THlla a/r POvms iI0[ N YLDG[-Rn V/ 1-1/2• felt$ [7�DI�H)6�Lr sTIxL iHl1 ann m0 Iml 1/Y Sl[LL a OlttrDf� O M)V.T, nu cn.L v/Rsm m rmoM. NA JANUS INTERNATI CORPORA' NA 134 JANUS INTERNATIONAL LVD TEMPLE, GA 770562-2850/F 770-562-2264 NA © 2012 Janus Intemational ration AO Rights Reserved NA CERTIFIED WIN LOAD RATED DATE 26 GA SERIES 36 2 DOOR ASSEMBLY N 2-1-11 MAX SIZE 16' 0' X 20'-0' sur-2I-lI B D°""D"�SE'6 T 101 A 2-21-I1 SCALE. NONE I 1" 2 " 2 BRACKET ATTACHNENI CONCRETE/FILLED BLOCX, POVERS WEDGE -BOLT, 318 X 1 3/4' LONG STEEL. HEX BULT- OR 5, 3/8-16 X 1 1/4' LONG OR 3YO-16 X 1• HWH TYPE 23 THREAD -CUTTING SCREW (A) FOR PUSH-UP OPERATION 3 7/8' FOR HAND CHAIN OPERATION. a 5/8' FOR ELECTRIC OPERATDN 5 3/8• FOR OUTSIDE OF CHAIN DRIVE. 6 1/8' \ NOTE, RIGHT SIDE DRIVE SHOWN �1 HOR2ONT4� [� BAR EL ASSEMBLY -II HEADROOM Ij- 6 3-6 3/4' —i� T 7 7/8' - I8'-0• MAXWAIL OPENING WIDTH (CLEAR OPENING) VERTICAL HEADROOM (ET HEAD StOf GJIDE STEEL JAMBS to--0' MAX VALL OPENING HEIGHT (CLEAR OPENING) 26 GAUGE CURTAIN SIDE VIEW COMMERCIAL WINDLOCK r — MATERIALS IT BLACK NYLON TYPE 6/6 2.063 0 1.125 2.500 .250 1.531 506 SEE SHEET 2 FOR NOTES =' HEADROOM REQUIRED OPENING VERTICAL HORIZONTAL HEIGHT HEADROOM HEADROOM THRU 17' 19' W-O' OVER V4r 19' 21' THRU 10•.0' OVER 101-W 20' 22' THRU 14'4r OVER 14'-0' 21' 23' THRU IV4r OVER 161-V THRU 22' 24' OVER lw-(r TH RU 23' 25' 2Q-0' ALLOWABLE TRANSVERSE DESIGN NANO LOADS (PSI) MAX DOOR WIDTH MAX DOOR HEIGHT DESIGN LOAD POSITIVE P3 DESIGN LOAD NEGATIVE PS V-0' 2a-0' 72.9 792 r4r 2W-M 72.9 792 W4r 2a-0• 729 79.2 a-0' 20'-0' 66.4 61.7 1a-0- 20'-0' 51.6 56.8 l t'-0' 20*4)' 42.6 47.1 1Z-V 20'-W 36.0 40.0 13'-0` 20'-V 31.0 34.5 14'-W 20'-W 27.0 302 IS-0' 2a-0' 239 26.8 21.3 23.9 U 192 21.6 17.4 19.6 .017• MINIM GLIDE OVERALL _ _CUNCRETEII LIE.- \ BLOCK JAMBS / , 20' t, ,' R 3� , SEE TYPOETAILA , INSIDE ELEVATION 59• / 1 BOTTDI BAR ASSEMBLY \ f +� SMALL MOUNTING PLATE CURTAIN PANEL Upt DETAILA INSTALL ON BOTH JAMBS FOR + 10' BRACKET ATTACHMENTTO STEEL ASTM A 653 GR 60 ZINC COATED STEEL JAMBS OF METAL BUILDINGS PRE -PANTED WITH FULL COAT OF PRIMER AND { BAKED SRICONIZED POLYESTER FINISH COAT 26 GA CURTAIN DETAIL THESE CONFIDENTIAL DOCUMENTS SUBMITTED 31 JAMS CONTAIN IW MATIT OF A PROPRIETARY NATURE PARI AND ANY TOT BE REPRODUCED OR USED 70 HRNUFACTURE ANYTHING W PART DR M WHOLE FIR ANY MATI PLRP13SE OTHER THAN THAT WHICH IS NECESSMY FOR PREPARATION OF NIBS OF ENOVICERIG WITH OIT JAWS EXPRESS PERMISSIDN IF JAS WHICH MAY FOR DOCUMENTS AT ANY TB[. APN UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES u.N1T ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS XX t.03 f 1/16 t 0° 30, UNDER .251 tp3 BI XXX t.005 t0 '006 uc( .251 .500 -.003 DOI OVER .500 'Doe -D03 APPI % 11i111ILI�J."�t1 �. o.7768 : %MTE OF '�', �� •f•••N•• f41. c�L% 10N �' 24 (AM GALV STEEL BOTTOM BAR ABU A467WMNHV VKSI LIDEI OCK(OPnONMLAT EACH ENO) UBLE 0114-THRU BOLT WITH LOCK N LOCATED AT EACH END AND MIDI O ANGLE INIERMEDIATESINOIESO 1ED24-MAXOC STEP ILA. (AT EACH r-' 1 U2' X.10S. GALV STEEL AN BOTTOM BAR ASSEMBLY NA JANUS INTERNATIC NAL CORPORATION NA 134 JANUS INTERNATIONAL ILVD TEMPLE,GA 30179 IFIasH 770Sfi2-2450 770-662-2264 NA © 2012 Janus Intei.national.0 rporation All Rights Reserved ' MEASURE. NA . CERTIFIED WIN) LOAD RATED ,PROWACS - - DATE _ 26 GA SERIES 3652 DOOR ASSEMBLY KY NELSON 2-1-11 MAX SIZE 18 -0' X 20'-0' SIZE m-m m"m T 101 RA MILLS 2-21-11 B NONE