Loading...
HomeMy WebLinkAboutREVISIONi PAN COMMERCIAL + RESIDENTIAL GARAGE DOORS W w w.) b m a t h e W S- C O m FACSIMILE TRANSMITTAL SWEET I COMPANY: FROM: steel Building services, lne Doug Fisher ATTN: DATE: Kim H6cken i January 26, 2005 TOTAL NO. OF PAGES INCLUDING COVER: FAX NUMBER' 14 772 468-3682 PHONE NUMBER: CC: 772 370-7439 FtE: Classic Truss ❑ URGENT X FOR REVIEW PLEASE COMMENT X PLEA$E REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: lGm, Attached, please find all for the roll -up doors on the further assistance. Best regards, Doug Fisher APPROVED BY DENNIS M C,RIM, CB® BUILDING OFFICIAL ST LUCIE COUNTY r� DATE �/&INT. ymwry documentation for the windload requirements bone referenced project. Let me know if I can be of I 2036 APEX COURT • APOPKA, FL 32703 PHONE: 407-656-t289 • FAX- 407-590-1253 X.FM 3P)CI illy too lffxx� - =M Nl71 Dam Q14-70-26N % Off tPIC rw I— � vwlop; PIJY tHm at IMECM ljwt� FM oz awe -slorm ""Wowwm— UK MEE a -YAM wuymm -ate WS OL Itze#_i.P• wo am rA vn;ow Wall BD OF DOMIN R%k DCA;66 30 SENIM 3= MAN F-MMO SO= 3= I Ve L� s air Min IF 3"aU 2 ZnZL.Asm. t AML9E-= mo kw V. $11m 3r— SHOESADMOM IMTTT I U2 J -.saw ,TocWpaa M CM-."W OF WAL MILOW4 bCAOR-= V-e ar-e IV 21- Ill" qffcm aA hasow -u-miumaw DML Iff-W lir-.w W-4r COMMERCIAL DOOR SERIES WOJ 21' DBCI Florida Building Code Online Page 1 of 2 Application #: Date Submitted: Product Manufactuter: Address/Phonefemail: Quality.Assurance Re Quality Assurance Re Address/Phonc/email: Evaluation Method: Referenced Standards Code: Associated with Organization - the Florida Building Florida Engineer. or Arc Itbct Name: (Florida License: I Quality Assurance Entity_ I Validation Entity: FL2457 05/19/2004 DBCI 4645 Timber Ridge Rd. Douglasville, GA 30135 (770) 370-3070 Michael R. Brown 4310 Industrial Access Road 17ougl2sviI1c, GA 30134 (770)37,0-3070 mikeh(c�dbei.com Evaluation Report frarn a Florida Registered Architect or Morida Professional Engineer PE- 4492.3 PFS Corporation 1+arabaugh Engineering and Testing, Inc. I i Authorized Sigt+atiue: Michael Brown t,ri. • ��,.,,�„x: fin 5-1AMI-AIII IM"' nrrr/nr/nr A(-t.l_aSn?TPT=2� 57&RV= 0&fm-ROSrch 1111812004 Florida Building Code Online Evaluatiow'Test Installation Documents Product Approval A Application Status: Date Validated: page: ) —I E M Page 2 of 2 nikebQdbci.com s Uploaded: Pzm_. A57 T DPCLSJ-0_0 Serie%oi P;TID—,24L7_T_Le� At Ee, Awication T_er WAI e�,df EXID 2457 T ,P-F3 C.ozRS mdgn.pdf Upload: PTID 245?v 5i00-Backpdf ni 2.4-SZ_,1..,5-12R_Er—O K,Pdf pT ,2457I I)BCJ�'1.4O.SERIES R Ci TIQI Vdf od: Method 1 Option D Approved l 1/04/2004 Page 1 / 1 ApptSeq I Product Model # or Name Model DeseriptiDn Limits of Use 5100 Steel Roll -up Not for we in High Velocity 2457.1Series Wind zones (Browani-Dade Doors Counties j h+tn-//,arw%xr 04-yiA,hnilAina orr?/nr/rr ile l.a.;n 02000 The State of Fforida. AR rights reserved. ,"_ &RV-0&fin-ROSich 11/1 01 13044� WirMIN WDO OR/,—!W mit � " v 31W WINMits Mute LEI. IWO' 0 jotoo" Swqs.ATvwq36EJ45m M%'PGupmos-%'r4wd Am t, Und Rul. Fwg' jou S-P-12 W-0, kt- 9pfiv4o sRuit b%"Lmsua O"m IU6 pa" $1 ay.* LF W-t toz.-O U:rm.;o -t iE u Pu mm,tp.k 4* 10-70; a U!.q Wtvl* 61 -WP dpl1w e " S'tw ULM, 77 but TM TryWhom 4trroq . rnm T F:VVdKP:f: 5na2m �F3-rZ.4y�Ctib�ra ciiontf.i� A ' &C.: I r Teuvw. a E. WO4fe TS. haw, na do Choy intend to sSumd0or:tii re iai -products .WNW Or ] 1Od1b .. 'A y . �AL.m ��J•llttl• iv . Tes mg,.hm or 7['e c® E. WbM.' Z. is o�u� dratted or utifig :Prod t it tests bfr 3a: y. � +,slti'w°.wj • Si f: YtL' iNi '��YtE 'POO " !7L'RY .i�WG.�' ' ,' 1Ri.v b ring EfatL`St 0 I 1 MODa GM15D MOTOR OPERATOR, 1.5 UP QOO SUPPORT OF VWR "KING BY OTHERS-1� �.v,vc 6' 17" NNOOTE 3 .N�TESi ' 1. GENERAL SPECIFICATIONS SEE SHEET 1. 2. APPROX, WT. OF DOOR IS 3494 LOS. 16' j S. PROVIDE ADEQUATE CLEARANCE FOR WIRING MOTOR. S. ELECTRICAL INFORMATION -� VOLTAGE AMISE Ptw,,T AmiSF_ SYL , 29" ComTROL1ER EEUM T I COMROL STATION "M 1 �$ PUSH BUTTON 0 SURFACE MID 0 t 94F{j KEY srATron © F'LV571 IUTD Q S. UDUk DESIGNEO FOR 25 CYCLES PER DAY. 5 t/z" Fi DOOR DESEGNEU TO WITHSTAND •140 AWN + WIND LOAD, FLORIDA APPRD4T1_ TfPF'B. 1 1 7- INS DRAWING COVERS GENERAL CONDITIONS, DIMS 9 1/2" -- AND SPECIFICATIONS ONLY- DD NOT USE FOR BOTTOM DARl I � INSTALLATION PURPOSES. INSTALLATION INSTRUCRW AND DIMENS10NS ARE INCLUDED WITH SHIPMENT. 0" JAMB OPENING v[DTH 1 51EEL CHANNEL Q�JJ CONSTRUCTION 1-6UIDC OPENING WIDTH -- 2 1J2 GUIDE DETAIL TYPE 2 ILATl! STEEL _ RNISH:8RONX PRIMF --� 01/2' WNMB I 5Jtfi' l WIIIOLOCK. Rags--f -- FCM SERVICE DOOR STD MNT GH MOTOR 518" r?` INSI E I Ld CL 0 I 1 EMERG. I CFLNN LOCK -l-"D CHAIN FINISH FLOOR DIMENSIOlIS AAD fl +ASTERISK-(-W)--) it VERIFIEO BY: MAKE HAND ARCIL MARK COOKSON &b%RK As SHOWN OPPOSITE T 3 1 MJW I0-7-04 ORIGIPtAL. DRAYANG NO. BY DATE REVISION CCOOKSUNIROLLING ODORS BOTTOM DAR DETAIL L7AYL• STEEL rr�. 2-1 F110SH: BROKE PRIME KKTRA CTOR^© FEATHERODGE HITECT- -- — SAFEfY MICH DISTRIB ;TOR_ J6 MATHIEWS COMPANY VA f`Y+`_UTil DRAWING NO. 056 SLAT. 5,-20GA — 2 MAVE! GALV. STM ` FitIiSH. GRCY PRIME _ --! Y11NI14.00Ks. YES OF joseph A Dixon, Jr. Product Design Consultant 407-671-0169 EVALUATION REPORT NO-: Reference No.: 24032 Product: Manufacturer: E. Florida No. 7768 3952 Lake Mira Ct. FAX 407-671-2693 Orlando, FL 32817 May 14, 2004 ER- 04-0003 Exterior Doors - Rolling Overhead Doors Design Type A, Design Type B, and Design. Type C The Cookson Comp; 2417 S. 5& A�enue Phoenix, AZ 8�043 800 Tulip Dri Gastonia, NC Statement of compliance: The Rolling Overhead Doors, this report were evaluated to 1 1701, 1706 and 1707. In addil Florida Building Code 2001, ' Type A and Type C doors we 2001, "High Velocity Hurrica are used as shown in the F'asto The doors are, for the purpose manufactured and installed as Description of the Product: .sign Typc A, Desi�XP_t A. and Design Type C described in in compliance with the Florida Building Code 2001, Sections n, Type B doors were evaluated to be its compliance with the igh Velocity Hurricane ,Zones" Sections 1625 and 1626. Also evaluated to be in compliance with the Florida Building Code Zones" Sections 1625 and 1626 when. HVHZ Concrete Anchors :r Schedule on drawing t of. 3 for the appropriate Design Type. at least equivalent to that required by the Code when below. Design Types A.,&,and C preseinted in this report all have slat type curtains. Slats are made of G90 galvanized steel sheet, ASTIR A653 structural steel grade 37 with a full coat of primer and baked finish coats are available. Slats are also available iX1 stainless steel polyester finish coat. tither typel provided the minimum yield strength equals or exceeds 37000 psi. There are 3 types of single slats are; #5-0.0236, 45-0.0296, and 0 by Combining two slats, 44-0.03. slat is the exterior slat in the inst and wind load rating, or any con Types. Maximum door height is Types is described in detail on a C:1CWSWtinglcrja4 Coo1w-nU4032 SvA Rem ER-04-003.dw ntified by a number followed by the slat thickness in inches- ThOY 10356. In addition, there is one type of insulated double slat made and #4-0,0236 and identified as #45-0.0356/0.0236. The #4-0.0356 W door. Door style variations may include door width, slat type, nation. A different type windloek is used in each of the Design sited to 3 times the test door height, (30 feet). Each of the Resign page 1 of 6 EV11luat Q,M Report-. ER404-0003 May 14, 2004 .roscrfi H. Diw", .Tr. p.E FL No. 7768 For all Design Types, the p the drawings. Based on the pressure provided all other In addition, a compatative ana pressure that could be applied anchors used in the test doors. maximum design load values forces on the guides and ancb The following door types cover+ Cookson Rolling Doors drawinf Design Type A. #5-0.0236, DI Design Type A #5-0.0296, DI DZsi T e 23 #5-0.0296, DI Design Tvae B 04-0,0356, DI Design Type Br145-0.03 56/0. 04/29/04 Design Type C #4-0.0356, D' Design Type C #45-0.036/0. 04/29/04 Technical Documentation: The door types tested are listed the Florida Building Code Test ar guide geometry and attachment method is filly described on smaller opening widths may be used for the same design wind ements on the drawing remain unchanged, is was trade on each Design Type to determine the maximum various width doors based on using the same guides and ,e pressures shown in Table A, Table B, artd s able es will exeC showrt se Design Types A, B, and C. These design p equal to or less than those calculated for the test door. by this report are described in detail on the follovwing Test Report No.: 0348466.01� 14'-4" wide �-�• a Test Report No.: CTLA 468w 16-0" wide Test Report No-: CTLA 468M 16-0" wide o Test Report NO.: 03-48467.01 26'-0" wide WLC17-001 _A-2004, sheets 1, 2, and 3 of 3, dated 04129/04 WLCD-001-A-2NA, sheets 1, 2, and 3 of 3, dated 04/29/04 WLCD-002-B-2004, sheets 1, 2, and 3 of 3, dated 04/29/04 WL.CD-002-B-2004, Sheets, 1, 2, and 3 of 3, dated 04/29/04 ;6, DWG: WLCD-.002-B-2004, sheets 1, 2, and 3 of 3, dated WLCD-003-C-2004, sheets 1, 2, and 3 of 3, dated 04/29/04 16, DWO: W CD-003-C-2004, sheets 1, 2, and 3 of. 3, dated These tests were conducted following the procedures of )Is TAS 201, TAS 202, and TAS 203. dated 03114/04, Architectural Testing, Fresno, CA Type A, 95-0.0236, Design load: +/- 52.0 psf dated 11/10/99, Certified Testing Laboratories, Orlando, FL Type B, #5-0.0296, Design load: +55.0 / -60.0 psf dated l l/10/99, Certified Testing Laboratories, Orlando, FL Type B, 04-0.0356, Design load: +55.01-60.0 psf datType C, /14/04, #40.03 6c Design load +/ al � CA 2.0 psf A Design pressures for variations in door width and curtain thickness were, determined are the same comparative analysis with test results. 'type A, #5-0.0236 and Type A, e,-0 except for the slat thickness. Type C, #4-0.0356 and Type C, 045-0.035610.0236 are the same except Type C #. 5-0.0356/0.0236lhas the added slat to form the containment for the insulating material. The following calculations were prepared by Joseph H. Dixon, Jr. P.E.: a Calculations for Maximum 10, to 18' wide, 04/21/04 a Calculations for MaxiMum 0' to 24' wide, 04/21/04 C!%Con.Wt;eglCtiat%CvaMofIU4032 Ewl Report ER.04-O 01hoc Windload for Design Type A, 05 Slat-0.0236 , Windload for Design Type • , #5 Slat-0.0296, Page 2 of 6 IosepJb lg Dixon,1'r. P.Z f7: No. 7768 I Evaluation, Report: ER-04-NO3 May 14, 2004 TABLED Allowable Transverse Design Wind Loads (PSO fax. Door Msu�. 'I'M is Type B I)," Is Width Dear #5 #4 t#45 M) Reigh, 0.0296 0.03545 .0356 / 0.0236 10 30 +121.9 / -131.9 +141,91-I51.9 +193.5 11 30 +103.0 / 411.6 +115.4 / -124.0 +152.5 / -161.1 12 30 +88.6 / -96, 2 +96.2 J -103.8 +123.5 / -131.2 13 30 +77.4 / -S4.2 +S 1.8 / -88.6 +102.5 / -109.3 14 30 +68.4 J -74.5 +70 7 / -76.8 +96,7 I -92.9 ` 14'-4" 30 +65.9 / -71.7 +67.6 / -73.5 +$2,3 1 S 30 +61.1. / -66.6 +62.0 / -67.5 +74,5 / -80.0 16 3017 ,9 >•, , .,. +65.0 / 70.0 +57,4 / -61.9 +49.9 J -54.5 +49.31-53.9 30 18 30 +45.51.49.7 +44.5 /-48.7 +51.1 1-55.3 19 30 +41.91-43.7 +40,4 / -44.3 +45.9 / -49.7 20 30 +19,51-42.1 +36,9 / -40,5 +4 L.5 / .45.1 21 30 +35,7 I -39.0 +33.9 / -31.2 +37.8 22 30 +33.2 / -36.3 +31.41-34.5 +34.6 / -37.7 23 30 +31.01-33.9 +29.1 / -32.0 +31.9 / -34.8 24 30 2 O 1-31.7 +27.1 I -29.8 +29.51-32.2 25 30 +25.3 J -27.9 +27.41-30.0 26 30 +23.71-26.2 +25.5 / -28.0 27 30 +23,91-26.2 28 30 I +22.41.24.6 Design value used for the test is shown inn the shaded box. Maximum test load was 150% of design I oad. All widths for any Design Type 13 have t o same guides as the 16-0" wide test door. All widths for any Design Type B used 1n the HVHZ have the same anchorage as the 16,-0" wide test door. All widths for any Design Type Bused in the non-HVH7, have increased concrete anchor spacing per rational analysis. All doors shown have a design slip of 0,625" each side. I Pap 4of6 C:1COt1�,�+n�14tiL�001Cn0111�4d32 $vat �O �:"��-��0� I a SffiAltl�L r MANM IA6 r OOT19M Sm CRP NKemu (9HQN1J)if i `GALY. 1Y4Wfi CmN . - -- WIN LM r l A FCmi ra mat moolt r61L..atCt tLf11UN [ES1CN MID PRESSURES IN PW lie NI TH Dow T WE, - 1JP�To Age a m r 1 SO 021.O -1 1.9 +141 -10.O 091 12 taa.i -fd2 t-1Q3O tit: UETAtLS A k b +77_a -94.2 4M S +1 . FASUNER SCHEDULE 2v + .0 -3 Y11P01DC CONCRETE ANCHOR 1YAU. ANGLE GMOE A NGU'E 25 DOLIS it 2 S/a� 14" 9.G. mm • Z4 - Q.C. 26 CONCRETE 300i? PSI WN. 2 25 FI,{ MDA WIND DOORS, DESIGN TYPE B am I 1) THESE [moles HAVE BEEN ti11A"Im TO I towLY Yia m im im" YELOCITT K MRICANE ZONE) PROVI91ON.9 OF TKE 2001 f imm SURDING CODE. alwiffiMeWE SUPPOR1 ) 19 FLIFHI9HED FOR Doom ovo 11' WIDE. MARACKET'QE YARIES BASED ON SLAT TYPE AND 000R SIZE. rw OOK AoLUKG noon 2417 S. WW AVE PHOENOC•AZ 85043 M TULIP'.RiIVE (t clomp. NC 25OW MC1PUNE SMCTUPJL lop FLA REOMIROMOM "08 1we m No. mw-O[2-S-2w I 1 OE 3 T336 a=!m� enaL�craValaw IM yCA P aT D 97F ' P 1► WON i4 At A45 SUIT ..ILL__.��.�� 4.30 120 pis1KNOLOCK D ijM RATED STEM ELASEI cm IRON 2Y2R 1/B 9 (m) ANC EET moTIO►A BAR OETA L J4-.OSS6 ti• it MIN. Ts 1 3 t 2 1 2-24 16 2 1 2-24 11E1EiL.@ )Iy1 DING To STEEL JN SIM. TO MAIL A E%CEPf AS- NOTED (MR TYPE 2 WDE CNLf) F2, C-11 CI AT_ #A% _ LWH I_D23B MAT- 1- an ,S ►L Tc i3 - -am MID ffl® ©m DESIGN TYPE B MMOLOM ARC OH AMMAX sins (Egg" an*x St". MStAT wATL/ CALVAMM STEEL OR srIMMS STEEL. rJ0E1CIVAL T1410MESS L1 W c9 MIN" N. j]o111Df/13vET N GAN Mom- SeEsL Ofts1iA1Ntm s1m. MOM o RWAmO Dom 241 T S 50D1 RE PHMM;.A; SW3 ON 7"'DRNE GASTONK NC 24062 M RMSTMX R TTN twe 04 NO. WLC0-=-B-2W4 1 Z OF i 1 ICTURE (#/FT,) POSITIVE - NEGATVE POSffIYE NEGATIVE SUT Ft F F3 Ft ?J414 F F3 t F2 F3 1 F3 #g 2046 160 2a8 2692 317 22821721 67? ZQS 695 7439 228 1?65 1323 162 2412 2594 203 6376 593 182 611 &59 203