|
JEFI-RY 11 IRNT,SON'� 1.E
<br />Fel,ruary 2005
<br />Product Approval
<br />A&A Arnold Inc.
<br />1711 W 3811 Fit
<br />I!ntt l2oli
<br />33iII27077
<br />I-kar Sit r
<br />A� a FI(vidar cupoccr who perfunsIs ir�iluisu,Un sel fim Wayne Dai Inc. I cov-11I that I have
<br />- financial iwci IF. the Sales, Lit ditnir"li,tr: of ally product tj.
<br />Inc. I further certify that my mth Wyne I>aIttFT and the Florida I'mitict An riwal
<br />prijcess cutriphi %ith, and sthAl 21"vs comply with, all Criteria as, stated in 171cril AdmiriAtr2tri
<br />Chapter 98 72. 1 iti.
<br />Ii 'y).
<br />rx-O -k2
<br />4 A 5 S t I tN A k K F 1 I 4i) I A Ci QN I IA t I 3 2 2 2 A
<br />PIIQN� ,ul 02. i20I) - 1.NX 9414
<br />San 41,IZING A 1XXG NNE1
<br />SCREMED 1=1.i. R1rH A OW� M
<br />13 GA TUHLZ ANGLE
<br />0P
<br />NTFRMEMAW Srci ("I ot Arr�ou,
<br />DECORATIVE
<br />11 GA FLAG
<br />DESIGN PWISSURES ON ITTS �.Asi%
<br />��
<br />G..ZNC !iHVUj HAVE A ", Hfi OF
<br />to CA �Lpz
<br />'In 1-0 A AXIMLAY WMIH OF 16.15'
<br />GLAZNC S Nor i KSSTANT .0 COESS
<br />I.ACK
<br />.01 MCUE` THE FOR
<br />leo-� DOWNS, ac�
<br />LAG Soil (ANN 3
<br />LONG GLAZED "A.E. OPTION, M'
<br />4 SHOWN)
<br />MINIMUM, SIR
<br />TOGETHER (10)
<br />'?4 2M/)6* FAACX�,
<br />ON
<br />INTERMEDIATE SEC� OR Iii
<br />GEQORA�W UNIFORM
<br />DESIGN IS 1
<br />A I
<br />jai I" �ET
<br />.6 V,i .AYE HEIGHT
<br />AND A NA411H. I FINGTH Or
<br />16 YERT
<br />Is IMPAC' Kai
<br />W, MEET FDA .0 Don
<br />PN,-SORN1 GESIRS WoOPKIL
<br />YNYL OR Ai
<br />0, a, O.� wi OVERLAP TOP
<br />AHKOVAI
<br />WON ENDS OP PAMELS Iia""I" '/I,.
<br />ANEC' NEGAT-YE PROSIfts
<br />SCIRM A, EACH
<br />BRACKET
<br />4. KEY -OCK, SUCK LOCit. OR IX"CRA10P
<br />REQUIRED.
<br />1-5 GA STIFIENED-1
<br />ED.AM T,
<br />IAMB BRACKEis
<br />PSULA M. 90ANDED 3C
<br />SEE SONCLOALE FOR
<br />CLARITY. i9CATIONIL
<br />MKINIUM PACER A
<br />D AP TO A
<br />AND IPIE
<br />ISP
<br />6 DESPi SUPPORTING
<br />KFY LOOK SAN LOCK
<br />�PRG�FEI: A"
<br />RECORD FOR ME INJUNG OR STRUCTURE
<br />HOW mot toot
<br />MO IN ACCORDANCE WITH CL"MNT NO
<br />SHOW "QA Cl
<br />CODES FDA THE LOADS USM ON
<br />ORAww
<br />7. CODE AM TO HE M�W 24
<br />STRUCTURI GNrgoKR. REIER W
<br />CONNECTION LLWCMI FOR
<br />ArrAt-MM7 70 SUPPORTING S-RMFURE.
<br />E. LOUVER OPITUN -,�ZZIMUAMMeS
<br />SHEIC
<br />DOOR SE, I.T 2
<br />ALLM"IM,LOUYERI GRINGUM 7 IS)
<br />Sm.m OG,`TI"
<br />FOR L-SAR DCAnchs FOR
<br />(6) SECTION DOMS
<br />JO.;' SCREWS Si IN NE EIND PANELS
<br />NOIES 1 AND 2 0. MS
<br />OF THC BOTTOM SECTION,
<br />91,17 For, GLAZING ��r
<br />sumfilifiPOSED bESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTUR E
<br />-MIR
<br />07 61-i'S
<br />I
<br />MARK R. BUVi P--
<br />itNL, 57,5i,,iI
<br />- ------ ---- -
<br />it
<br />D"
<br />HE1,47
<br />NO of
<br />SE,GNS,@RACKErS
<br />EACH %1AMS)
<br />BRACKETS M UK I 00-TOM
<br />MACK iisousoa 2*)
<br />(Q), 67� (01)
<br />TILDE&
<br />OMO I .0i LAOS, BRACKET ATTACHEI TO
<br />TWA;% ii TRACK Sl AND Nu- AS SHOWN ASM.
<br />(O LOWNING DANEYSCIP DENOM QH" NNSTALL Ai NRACKET NS--P,UO A
<br />SIIT��,Y ROT, AGG1r0KNL NAWWi NODDED TO ATIACH TO
<br />QL.ZW . MOLDED FRANKS
<br />SCRrW.D TOGET17.1 WITit A liflailiral OF (6)
<br />13 GA -CNi .0"
<br />IN
<br />Wr=WT
<br />t3 GA n.AG ANGLE
<br />PRN`UM!VE A = ". �OR`Ti
<br />16 .10RIZ
<br />Ahe . .�� IENGIN a M . M .
<br />QLAi 15 N - i RESSTANT AND DON
<br />Mal WEE7, 'It WOU'AILMEWS ran
<br />5/16.1 -
<br />SCA
<br />yinc-SORNE �UM REMONS
<br />3 AS
<br />Z LONG GLAZED i'ANEL OpTION - D9O`
<br />SHOW")
<br />MINIMUM $iar OLAZNG N WXMO pRANIES
<br />10 0. "N"EIRT
<br />5CRENED TOGi .I A (10)
<br />al SCRE" Ys Auav IN
<br />LINTERVEGAII sECSUN ("I INTHOLT
<br />ULCOMAMIF INISCRIS' Mi ApOMH ST ATIC
<br />DESIGN PRESSURES Ti GRAINING.
<br />ScAll AT
<br />GLAZ,NG S� VE A .- �0;1 or
<br />VAIF SIRAEWI I
<br />�3 75' 1 A I rl OF 1D.
<br />aAAe,
<br />- DISTANT
<br />GLAZNG 0 N.T'SPAC. -
<br />GO AHO 1/.-" E.
<br />NOT MECT TH REQUIREMENTS FOR
<br />'res"
<br />:NG.YL
<br />NWT AT EACH Jai
<br />Loi
<br />OR WOOD DOOR STOP .... A
<br />A PAI OF E, Q.� MAI VWRLA. top
<br />AND SON Dil 7 PANEDLS WIAWW 7/,fir
<br />To ABLE,
<br />KEY _Dox SIX OPEPATOR
<br />REQUIRED.
<br />5. =CTiCII S BE CONSTiIUS-
<br />FOAMED N PLACE
<br />`HSUI_ArON 011ONCAi DONCED !0 30 GA JAMIR I*AOKrT9
<br />1ACCR �, AND I
<br />ACKER. UND ZA- AIT,
<br />DUN
<br />SHAW, K It
<br />0� OR SLIDE LOi
<br />POPONSi OF THE
<br />RECORD SUN.DA`G
<br />AI
<br />Atc" I. Sar .QW
<br />AND IN OE ON MM.T 111i 1). �)C _- StAIM com F NE LEAPS Ii ON "As CLAR, I
<br />FIRAWNCO'
<br />7 DON .1AVA � FIT .I- 2.
<br />SLLJ� (s) 4L - uJLU
<br />SIMACTURA_ MADE 'Lidam. PEi to
<br />00ON SHOAN. Utz �Ei
<br />4w CONNECTION S6"LE�"T FOR ATrAaWMT TO SUPPORTING S-RUCTURE
<br />5) sEc,oN ODORS
<br />AND SEE NOTE$ I 1) 2
<br />a LOUVER OPIN - M' "i
<br />ALU� LOUVERS IN MIDLOED FRAM
<br />NIS s4r, ton
<br />qL.Az,K`
<br />SCRIEWED, 10CENFA AN A MA1MLB OF (6)
<br />E Wi SF1r_
<br />T., M
<br />DRANK UARHOW,
<br />IDA �ICFNS[ NO, 57,3119
<br />U.9 Aril Technitillici Inc.
<br />4741,.Sulton Park Court Suitt 402
<br />Jacksonvillil 32224
<br />Evaluation reports are the opinion of the enedraier who prepared the tvport, based on the ObWings; and
<br />In so way conaldhise or hil apprill by a Intel building autheft. The ongbww. in miew of the
<br />data xui�fiattl firishthai bkopixim.theprodud, in2teriat.�,%�im or owhodefeemorueMn
<br />ipwifikaNy Idnitifled in firix repori confornsis with or is a saftable allininti to that Vwitted in the
<br />Florida Building Code, SU RIK T I EfTii F. Ij 1411 ATION9 IN I H M REPOR r
<br />Jeffrey P. Arneson. PE a licensed Floficla professional engineer and empoyarecif Jax Apex
<br />Technology. Inc (Apex Technology) has reviewed the data submitted for compliance witri fire
<br />Plorida Building Code. NeitherJeffreyP Arneson, not Apex Teclhroloi are responsible for any
<br />ii or OMSSIOFS To anly documents calculators, dravAl Specifications tests or summaries
<br />prepared and submitted ty the design professional or preparer of record who are imted in the
<br />Substartiatirg Data section of this report
<br />REPORT NO: VILD200302
<br />CATEGORY: Doors and Widows
<br />SUBMITTED BY:
<br />Wayne Dalbol Corporation
<br />1P5 Adkon i
<br />Pensacola, 'L 32514
<br />I. CERTIFICATION OF INDEPENDENCE
<br />Jeffrey P Arneson the 7:oi engirr,evr who oreoared this report, and Apex Technology
<br />have nofirrancial interasit in Inp. manufacturing, or Distribution of the pro�uclti,
<br />Included in this report Jeffrey P. Arneson and Apex Te&,noloi comply with all criteria as
<br />stated in Florida Administative Code Cnanter 9& 72.1 10.
<br />2 PRODUCT NAME
<br />Moclels 51 20/91 00 Garage Doi
<br />Models 5140114400 Garage Docr
<br />Model 9600 Garage Cloor
<br />3. SCOPE OF EVALUATION Structural Transverse Wind Loas
<br />4. USES
<br />Model 5120/9100 514M400 and 9600 garage doom are used For residential applications
<br />mth specified allowable vi pressures.
<br />IWv�yt:-Didten
<br />13 ADUAISTARLS PLACE U-IAAN OVER srf9FM RID
<br />M .-BAR .07 OR Nar F3 F-Woa- FIXTURIE ATTACHED TO VON THE (11 Ii UNCHRED
<br />�j 2 FOR U-SAR nALLSATIM7 )DIED FACING U
<br />1FQRMAT ANO ANOM PK-��c HOLES EACH
<br />WAR I"TV� T�, IIN, MOTION OF U-NAR _.CM "i m CAP A,
<br />=V /W END ON (2)
<br />I�T_ M CAPS AMC
<br />Iw opkuw cmwEx sms
<br />Dow KtA041L f
<br />AND, Aoci
<br />ic.ANM CENTS
<br />104MMO STRUT I
<br />I
<br />A
<br />w� P=70 I
<br />iSTAMPIED MVAKA.
<br />ORT 3/07/136
<br />I'RE-LINCHED "OLES IN top or U-SAR U-B. 010 ITGRAL.
<br />SCRIVINS. 1-4; (a) INE-PUCHED HOLES F.C. END
<br />JGE OE
<br />USE l� UPRARD .0 A7
<br />ACH END
<br />'S.MZL ILA ORIG.". Or-20GAEWW
<br />IMV--- I
<br />1DESiF4 CPSFY. �25.90/-30.so
<br />F.A71._,i17:
<br />DATE
<br />N
<br />4A!
<br />WE
<br />W
<br />TEST F T,LO3 /-41iL7O
<br />PASM
<br />3/7/00
<br />CRT
<br />P ATER
<br />__
<br />_M_ HEIGHT; 2I.- IIECKIP
<br />I
<br />MODELS 5120/9130
<br />il��T I or 2
<br />L
<br />� T a'
<br />3:393 .C�XSON CRW
<br />DRAWING ii NO,
<br />NO -T No
<br />sEv
<br />EV+
<br />NbAi;OU. FJORNIM, 325!4
<br />D
<br />WINFILOAD SPECIFICATION OPT�CN ll F N29
<br />31 B;5 �81
<br />3
<br />(El .74-900
<br />JAMB
<br />OET DU4
<br />A*W
<br />DOOR
<br />'AM
<br />,M_ N, C, ALPS
<br />62� WASM4W.1;C11 BOTTOM
<br />HEIGH,
<br />SECT"'I
<br />11ACH JAIAN11f
<br />TRACI 1 2*)
<br />o
<br />W-01
<br />5
<br />5
<br />a
<br />- /V (0). 67' (0)
<br />"AM
<br />1) FOLLOTANG DIMENSION KNi SUOTTED JAW BRACKET ATTACHED TO
<br />TRACK IXXI .0 N07 AS SHOWIN ABU*.
<br />MMENSON ONOWS QUICK INSIAr, JAMS BRACKET hr-AL. 'C N
<br />LOT W ADDTIOAAL HARDWARE 42OLED -0 ATTACH TRACK
<br />RE9RQ ON
<br />iliwR=1SN = ON ECAUKI, Ir
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />M.
<br />101,
<br />DOOR
<br />�pow LOAD EACH �11 (AT)
<br />wu�
<br />Hi
<br />W-4f
<br />ALL
<br />I
<br />+
<br />syArc PREs"r RATINGS I APPROVED SIZES ISCALE.. N.T.S. ISLZE: A
<br />ini (Pss`�, �15.30i Jul *GTH! 16*--cr DATF NAMF - -7 (PUY .22.9l IMAX HEIG�T: V -C� AM 3/111, oil-
<br />WpicT/CY-(XJC RATE . D (YES/Ni NO MAX SECTION HIEWT; 211 CHECIi elos I I Still 2
<br />MODELS 5120/9100
<br />A00". DRIVE DRAINING PART NO. REV.
<br />318959c P4
<br />qSACOLA. FLORIDA 32511 VANDLOAD SPECIFICATION OPTION CODE 0229
<br />PROPER AUGtNMT OF Moulill
<br />CAP AT EACH END ON
<br />13 rA
<br />SEIF OftL� ~"TV
<br />NgR% U_B.R
<br />00i
<br />WITH 1/4 1
<br />(2 OF
<br />BOTTOM SECTION SMALL
<br />Be ATTPCHEO thin, END W AT EACH
<br />WHICH F Y
<br />oo WIN "/-7Z,iff ON
<br />ATTACHED)
<br />OOTIGAP ".� OF ME W-GALK
<br />NTLON Supi
<br />ROUS WIN
<br />mm OUL TO a� REW.� TO
<br />Ift AT THE 'It
<br />U-BARS*.�LSE
<br />STE.
<br />0. SFCFOS � TO
<br />KI&I"
<br />ITALUNG SLIDES AND
<br />ATTA�MW NOTES ON THIS SHOET
<br />10 GA WX ATTACHED
<br />-1
<br />PLACE U-5. MY
<br />1EGIUAL IT AND ATTACH
<br />IN)
<br />ORAII SOX" (2 ')F r2to)"I
<br />F
<br />THING
<br />A�
<br />.A
<br />ARE 0=�M NZALMOD Pro
<br />EAGN TL
<br />LOCAKIN It 7HING FLAINGE
<br />OF LEAF. AMC I
<br />IS � INSTALLED
<br />U-MAIR WITOM
<br />HINCE " I THING
<br />IOU Pm-"Wro Hill
<br />WES OF U-NAR AND
<br />IN .-GAA'
<br />I.R.GRAL RIB %Q XAN)
<br />DETAIL C
<br />12 GA BOTTOM FIRACKET,
<br />FACTORY ATTACHED
<br />I
<br />DOW so OLEAN IqoGM
<br />SCR"B-
<br />CRET AND ATTA04 THOU END W
<br />0i
<br />A EACH END 14*14/-140/0'
<br />330,11 DRUJ-c CAN, SCREW As
<br />SHOW AND USE (1) I /-I.= MLF
<br />DRWMS MWWn SCItEW A
<br />BOTTOM OF IF BOTTOM U-SAT AT
<br />LAZIN MME AT 9-VtRY
<br />DETAIL D
<br />"M LOCAIIOAL UK (4) 11�20.618`
<br />CRANTIME SCRICIP -7 OTHER
<br />MARK R. ARROW, FF
<br />LURRIA Vol NO. VU69
<br />13 CA A�MIAM Top
<br />rMiusir ATTACHED TO
<br />PLACE V-sm OVER 15
<br />ON, THE (S) pirr-poircHED
<br />PRE-PUNCHIED HIDUES
<br />At 9070. U-BAR
<br />�O[Ucr EACH DID F No UPWARD
<br />ANO ATTACK THRU 010 CAP AT
<br />i, g)
<br />EACH DID WITH (2) I/ -
<br />SELF Oftai clittarME
<br />PEIAL-A
<br />1� CA ROLLO %UOt 'ITACHED TO
<br />PW.-PVNCW. "I'Mrs IN TOP OF V-W
<br />TIGRA,_ M WID,
<br />ON
<br />Us,
<br />;A`W4B)t*PZWARQ 2NDUAINOLES EACH DX
<br />-PVW TACIT Wo IND
<br />PROPER ALIGNMENT OF POLLS$
<br />IEACH 00 ON U/4-14,7/ir
<br />CM AT
<br />DRILLING CRIMPITE IN$
<br />15 GA INGE ATTACHED
<br />%Lil U-BAR PLACED Qit�
<br />WIN (4) I/4-I4xS/S`
<br />mwntr SCREWS (2 OF
<br />BE ED III END CAP AT EACH
<br />INGON K FAC"ORY
<br />ENO ON SELF DRILLING
<br />CRWEm LOCATED ON ViE
<br />&TFAi
<br />wirruis ILLAWAR, Gy 1. V-VAN
<br />WM"O CIARANCES REQUIRED TO
<br />IRS I"
<br />2* NYLON saui I
<br />Ol
<br />U-SAIRS. ALL ;i-04" SNUIUL BE
<br />4'
<br />DElft.-B
<br />SECTIONS PRIOR TO
<br />PHROLLER SUCHES AND TOP
<br />-OTM ON "S
<br />-PLACE
<br />18 OA HIMOIL ATTACHED
<br />J�,W CAN
<br />OMCA� AMC AIFTAN
<br />HIM (a) 1/4-na/e
<br />GAIN SCREMS (z or
<br />"dPWFIE
<br />ARC 1AC1R1
<br />0 soft.$ THING,
<br />PRE - HOLES A,
<br />ACH
<br />An I'lliu, PLST .10
<br />EACH KRRWMGTE HIM
<br />toCATIN 1% I.H L, FLANCE
<br />TOP LrAr. AM I Or
<br />6 I'� NSTALLED
<br />OF U-ILAR No T7OW
<br />HVIGE LEALF APO I mw
<br />PAE-PLM04ED 11"
<br />WO OF U-SAR AND
<br />DETAIL C
<br />asixtRAL In OF SECTOR)
<br />12 GA OCTrOM BRACKET
<br />FAC70RY ATTACHED ON
<br />SCREWS-
<br />AKaQ DOM 10 GUAM 9DI
<br />BRACKET AND ATTACH THIN END CAP
<br />R'
<br />AT lus. Ol IEUF DRILLING sm. As
<br />SHOW ABC M (1) SELI
<br />DRILLING MWMR $=* W
<br />BOTTOM OF THE BOTTOM V-DAR AT
<br />EACH Fft-�UHCMEO M� A7 LVENT
<br />QFTA;L Q
<br />Q; LOCATION, ISE (1) 11�20418`
<br />CRI Wiilt sCHILIN Al 41 ON"
<br />M-�.90 -Out 4�ll"�
<br />MARK UAHRi HE
<br />roGRITIA LKZZhi 140. Si
<br />& DESCRIPTION
<br />Paw
<br />Models 5120191 00, 14019400, and 96% doors are sectional overreact garage cloofs
<br />neulated with a foarni place polyurethane foam. The foam insulation is chemically
<br />bonded to an exterior free, Sion and an Intel polyamirtate skin I Model 96013 has an
<br />1
<br />interior go van,zed anti pat.ed 32 qdge steel skirt with dot embCmed wood grain texture
<br />finish) to provide a Composite section for added strength of the garage door Theoxiii
<br />ral skin is constri-icted oll il KSTM A65,00 CS Type Piteel with an ASTNI Ali
<br />C3T40 galvanized coall ancl two mats of poyestet paint The extel striiel skin foi
<br />Models 5120/91 00 and 9600 is embossed with a contemporary wood grain texture firush or
<br />a colonial rarl
<br />.),or vertical ramed panel wooct grain texItire finish The exteior steel iskin
<br />for Mods* 5140/9400 ise,mLiubi with a Wdl fe-asseu pairti wtuodti;l textuni:
<br />finisn and may be ovel with optional decorative trim pieces Each pinch resistant
<br />Section is reinforced win integral foam filled horizontal struts at the top and bottom for
<br />added rigidity andvuwRicted together vi 18gage 1l profile full reuiii cmiter hinges
<br />and 15 gage low profile pinch resistant end hinges
<br />Models 5120191100 doors with option Code assembles tailed in Table 1 of this report are
<br />limited to a Maximum Section height of 21 � and are reinforced with 1. V deep 20 gage end
<br />cap.
<br />Models 5120M 00, 5140/9400, and 9600 doors witt. option Code assenrilbiai itired ir Table
<br />of this report are mirted to a maxinium section height of 24 al are reinforced INYth 1 4'
<br />deep. 20 gage end caps.
<br />Models 5140t9400 and 9600 dcor r w4n option code assemblies listed In Table 3 of this
<br />report are limited to a Maximum section ni of 21' al arc reiriforred with 1.4' deep, 20
<br />gage end caps
<br />Door Trapics
<br />I option code assemblies Irsteom. I LCHIes, 1 2 aria 3 LIT INS report rave both horizontal
<br />and vertical tracks constructed of mnmurn 16 gage, 40 loit slatil and fictional with an
<br />ASTM A�25 G-40 ga van2e coati l The -vertical tracks are attached to the supporting
<br />structure with 15 gage lamo brackets as specified on" most recent manutacturers
<br />installatiton instruchors/drawings.
<br />Glazed Sections
<br />nlesta, noted otherwise, the opten code assemblies listed in Tables 1 .1, and 3 of this
<br />report are available with a minimum of 0.090 iii thick Sandard SSB glass windl that
<br />are Initiated in frames and insertaI the top or Intermediate section ofthe door. The
<br />glazing; - not impact resistant and does not meet the requirements for wind-borne debris
<br />regions "Refeir to the most recent rrandfacturer's installation instructonsicirawings. for glass
<br />size-, ImIations
<br />AS
<br />(4) SECTION DOOINI
<br />MVM(SV 2SD
<br />So _4AW
<br />LOCATED OVOT
<br />INTEGRAL " AS
<br />SHOW
<br />I. ALL U-4BARS INALL K PLACED OVER NITECRAL,
<br />I= AM ATTACHED THIM PW-PWC"W HOLES
<br />:N (2i '/4-14%5/r COWTIIE SCIWM AT EAOI
<br />niNDAM WNW LOCATION. (2) 11�lftTllr
<br />SW DRILLING ~'V?E SCF4M AT LACK FING CAP
<br />(LiCEPT BOTH U-11i ON BMW ine" - SEE
<br />BETAS. 0 AND 0 THIS SHIMM,
<br />(XMPIM SCOM
<br />END OF OCCIR AND WMb"k?E HINCE LOCATION.
<br />AM (1) SCREW
<br />��ATELY a' FROM FACH 00 NONE WALL
<br />K A TOTAL 0: " SCRM ATIACHMIC I"
<br />014
<br />Al OF (10) SCKVS CACK
<br />Z ON NE o�� OF THE (0) PK-M�D
<br />HOLES " THE TOP W LAC" 040 USED FOR
<br />OF THE ROLLO,
<br />A�ADfANT HOLES IN ME VAE' AND THE (a)
<br />PRE -PUNCHED 31MICIM Or EACH, END
<br />VOW FOR ME A"AOOOO Or THE TOP nXTUM
<br />AM 1. C" NOTED D"Rmw ON IS
<br />SARCHAKUPOLI HOLES
<br />IN A I U-RAAS SMALL W ATTACHED 10 ME
<br />WITH il-,KBIST cNaFFTE sGRES,
<br />I 20 G� 4-11APS, SNAL, BE STAsoia, "3e
<br />APPROXIMATELY a' FANOV, EACH M.
<br />LINGE
<br />_�40UAE
<br />DATE I
<br />DESIGN (f�W): !WAX ME
<br />Ir-O' 1DRAM 1 3/7/06 1 CRT
<br />TEST (PSIF); /-48.20 I MAX 42GHT.
<br />WACT/C R S/140i NO [MAX SECION HEIGHT, 21-ICHEMOI 4/5/06 I Mile
<br />SHEET 2 OF 2
<br />MODELS 5120/9100
<br />3M ADDISON MYE DRAYMO PART NO. REV.
<br />ASACOIA F-MA 32514
<br />WNDLOAD SPECIFICATION OPTION CODE 0228
<br />318958
<br />fRWI ,17�28W P3
<br />SECTION DOORS
<br />AWD CIER
<br />ZM RGS AS
<br />I. V-aARS SHALL K PLACED WTEGI
<br />MISS AM ATTACHED MAW "RE-FUNCHID) HOLES
<br />(2) 11-ii CANNIPP � AT [PON
<br />AMANIMIATE ==A=T14H IU7,W
<br />ORLL" a �mw
<br />TI
<br />00 OF DOOR AND XTEMAWATE 4NN LOCATM.
<br />PMRS, FWD"
<br />ANDTHIS GWAIM NAN IT -Or. THEM SKALL BE A
<br />TOTAL CE ) SCREM ATTACHING EACH U-SMN
<br />asol �20U_FLAAS On BOTTOM BECTON SHALL
<br />HAVE A TOTAIL OF 118) MWWS EACH. IM DOOR
<br />ODNS LESS THAN OR EQUAL TO 72'
<br />m A "O"AL OF (18) Scitries
<br />EACH Vi EXCEPT BOTH U-IIARS ON BOTTOM
<br />SECIKAI SHAIL HAAE A TOTAL OF (14) SC"
<br />2 "I
<br />Oui
<br />ATTAOWHl OF THE ROLLER SUDES AND H -PL#40*0 HOLES 41 THE IMTTOW OF EACH
<br />PRE 11.
<br />USM FOR NE ATTACHIMANT OF THE AND ON" NOTED OIH" OR MIS
<br />proFurgN PRAMNO. ALI. PK-PUNCHW NVLE$
<br />0 ALL U-IIARS SHALL HE ATTACHED To THE NOR WITH Ils-14tSIV COWAX SOWM
<br />I 20 U-s�$ EIRLL a SIAMPED 3e WPWOUlaY r FRKW EACH END
<br />-7
<br />A' 10 CHAWNEi
<br />BAR FASTENER 11PE
<br />C ps
<br />rTOM ZTAl
<br />STRUT
<br />OM�"� W�
<br />VM OL�T 10
<br />,CRT 3/07/m
<br />ADDED %PEP4VPMD.
<br />Ml LOADS
<br />AND CLAIRIT
<br />TOM =.UIF IAI�
<br />DOO"
<br />V&g Bai PEDIM FOR HAW40WR j
<br />Cr VADr,,$L
<br />I OYER a 5/10/0's
<br />A. am
<br />I I
<br />I
<br />I
<br />I
<br />00
<br />MODELS 5120/91 T 2 OF 2
<br />INO. REY.
<br />"NCLOAD SPECIFICATION OPTION CODE 0229 318959
<br />LP4
<br />Ail option n-ode assemblies listed in Tables 1. 2 and 3 of this report are braced on the
<br />inside of". coorswith three inch horizontal spanning(J.1cars, Each U-parlsmi of
<br />erner 18 gage or 20 gage ASTM A653-30 steel with a minimum yield strengtri of 80 ksi and
<br />arc Finished vi an ASTM A525 minimum E13I40 galvanized coating The gai and qUaritty
<br />of LJ-bar braces varies depiensling oq the amount of windoad resistance required and tti
<br />t-tril of 6* duo
<br />in addition it, three irl ori7rintal spanning tilbEirs, some of the option nodis assemblies
<br />!!sled III Ta Lifes 1 Fil 2 of this � epuft at e libeced with Vefkal aluniff VIM Posts I rital up of
<br />0 *��irichthck SM3--,13 aluminum alloy The post is 3 telescopi-V post assembly The
<br />nii mprinber Mili ciameter it 1 j_� vAoe y 4 il long The inner mensirser outione
<br />WartHii,ter . 1 47' VvLe- K 3 -Z
<br />INSTALLATION
<br />All option code as6emblies I-sted in this report aretc, be installed in accordance wifththe
<br />most recent manufactaxer's published installation instructions/drawings and this repot
<br />Tre met recent marOacILrere Installation instrutaboneldravings Sh3l, be Ill adhered
<br />to arid a curry of these ins1rutionsildramirgis shall be Envallablic at a3times on the ort site
<br />juring,riFtallaticr)
<br />7. ALLOWABLE TRANSVERSE WIND LOADS
<br />Des gn wind load pressures fur go: age doors shall be determined IF, accordance with Section 1e09
<br />of *he 2X4 �Iorrcla Building Code and shall not exc8eci the allowable transverse wind cards shown
<br />in the follow,og taVes
<br />Table i: Models 6120/9100 Allowable Transverse Wnd Loads (21" Maximum Section
<br />Height)
<br />Winalload
<br />Specification
<br />2LUon Code
<br />Maximum Sin
<br />Positlye
<br />Negative
<br />Daisign
<br />PSIA
<br />Reinforcement
<br />Glazing
<br />Available
<br />(YeSINO)
<br />Design
<br />PISIA
<br />0228
<br />21eS0
<br />3080
<br />3", 20 1.1i
<br />Yes
<br />0234
<br />0 I 3-0,
<br />4320
<br />4960
<br />I3", 18 gage U-ba,s
<br />No
<br />-O-
<br />11530
<br />17 00
<br />3'. 20 gage U-bant
<br />Yes
<br />ona
<br />2880
<br />3*. IS Zge I Il
<br />Yes
<br />I tr.v I -Q*
<br />39 2U
<br />43.70
<br />20 gage U-bars + (1) Akirrinum. Post
<br />0252
<br />8 -0,
<br />1240
<br />1380
<br />-
<br />18
<br />TO
<br />III gage U-11i
<br />0236
<br />Iii 2,'�
<br />3000
<br />3350
<br />3' 20 gage U-cam - (1) Alunnoirm Post
<br />0237
<br />I 8.9
<br />39 2b
<br />4370
<br />3' 18 gage il-bers + (1) Aluminum Post
<br />I
<br />1. IWO' MATTI) IMMEL OPTION - -W
<br />SSB GLAZING N MOLIXED FRAMES
<br />SM"m TOWNER ArN A "OVW OF
<br />il sicarvis INSTALLED N Top ON
<br />W*CD�TE SECi COTH OR WENCILIT
<br />DECARATMIC "n=, -� STAIC
<br />rA IIHAG ANGA
<br />DIGNPW-S%N�ts ON THIS DRIWINDL
<br />CULDING SPIAL HAVE A WkVWA HECHT Or
<br />0. HOME
<br />13 FS' AND A MAXINGM LENGTH OF 18, W.
<br />O.AzING * NOT IMPACT RESISTANT AND WS
<br />TRACK
<br />HOT MEET ME [GaK�W FOR
<br />onws KICHNNS
<br />5/14i
<br />�M"
<br />SCREW (IM 3
<br />I LONG C,A2CD PAN& OPTION - NOT
<br />AS SHOWN)
<br />3, -n OR WOW D" STOP IA.Fr, 4
<br />20.9i TRACK
<br />Or 6' O.C. BEST OVERLAP TOP
<br />AMC vi HT,
<br />AND WON MIS OF PANELS N,MAi 7,ii,e
<br />NEGATIVE MKS
<br />ftUT AT EACH JS -1 JAMB
<br />RRACKIFT LOCATION
<br />MET CC . 9-M f OCK. OR OPERATOR
<br />10 CA YERT
<br />UCVAN SHALL HE COPISLIM&CRIC
<br />OONDW TO W GA
<br />BMW FACER STM AND APM�NATE
<br />5/1,10 -3/0' LAG
<br />SAMR EIND CAP TO Hi "M" I I.
<br />DEPTH.
<br />SCREW A' CAPIN
<br />se�
<br />SUPPORM
<br />EE�
<br />6WP&W A
<br />THE 9WL K THE
<br />RESPONS8U OF MWESSONAL OF
<br />]MOM FOR THE DUULW OR STRUCTVK
<br />AND A ACCORDANCE WIN QLVWNY FIESDING
<br />Is GA symn�a
<br />--Am SMO"
<br />CLOW6 IBM .9 Com ,151.11D
<br />WA�
<br />SEE WD.Al MOR
<br />QuAMIn. OCAT-OK
<br />7. Dom MR 10 w .MGM 74
<br />TYPE
<br />colm TON SUPP� ,a
<br />APAORWWT M P�OR� STRUCTURE.
<br />KEY OOK OR SLOE LOW.
<br />8 jouvert OPTION - OGF N",PURP
<br />RON EMON (ACT
<br />REOGRIED OM OPERATOR
<br />ok��W- "OLDED FRAMES
<br />- Ser WWSAIMSLO
<br />SOW= TOGENIER ON A MINIMUM OF (5)
<br />rl;�CRtM MrAILILD N INE OLD FAMILLS
<br />LOCK r;
<br />oJur',
<br />sum McKsis
<br />DOW SEE TBIEET 2
<br />FOR V LOCATIONS FDA
<br />(8) SECTION SEE
<br />'L
<br />1 ON Me SKEI FOR
<br />GAZWG QPWENL
<br />DOOR
<br />"I o"
<br />in
<br />OPACKM MEASURED PROM WrPOM
<br />Pi -
<br />EIGHT
<br />SECTIONS
<br />! OMB) Or IR04X (AUL OWDW4 * ir`�
<br />L
<br />(A 45-1/4- (Iiii (All
<br />(UNN-i), ir (IN). 23' (Ai
<br />'(,G-il 0-I AT (0). W (a I�
<br />(joi FOLLOONG OuNorrizis SLOTNED INUMCNET ATTACHED TO
<br />tAi ON TRACK WOLF ANG PAT A� *KIM AINGAt.
<br />W"O
<br />ISLOIV" OEMIM GLECK INSTALL JAMB BRACKET POT4= IN
<br />ADD"ft PLAIRIANAIRE NEEDED to ATTACH To ACK.
<br />2 FOR U-W NSTALLAT"
<br />A VQ CAP
<br />Table 2: Models 61 20/9100, 6140/9400, and 9600 Allowable Transverse %nd Loads
<br />(24" Maximum Section Height)
<br />Windloald
<br />specification
<br />Option Code
<br />maximum size
<br />Negative
<br />Design
<br />PSF
<br />Reinforcement
<br />Glazing
<br />Available
<br />(YQWNO)
<br />It
<br />Positive
<br />Design
<br />ri
<br />- -
<br />2690
<br />30,80
<br />3". 20 gage U !LaLs
<br />-
<br />I
<br />0601
<br />06M
<br />el Ell--
<br />161-0"
<br />A 00
<br />46 30
<br />_l _
<br />_
<br />3- _18 g L I.Is M
<br />) gage tf-bart,
<br />116(r
<br />3". 18 qaqe U-bam
<br />0004
<br />3�'. 20 gage ll . (1, Alumiirurn Post
<br />I
<br />0605
<br />i8,-(r a,,o,
<br />1530
<br />17.00
<br />3" L8,;�Gqe -` bZ,
<br />yos
<br />low
<br />.3350
<br />F, (11� Alunrimum Port
<br />I No
<br />r 4i;;
<br />gage 4;-bam -
<br />Table 3: Models 514019400 and 9600 Allowable Transverse Wind Loads (21"
<br />Maximum Section Height)
<br />Windload
<br />specification
<br />Maximum Size
<br />I Postfive
<br />Negative
<br />Design
<br />I
<br />Glat Ing
<br />Available
<br />Design
<br />I
<br />_20tion Code
<br />Width Helight
<br />PSF
<br />Pi
<br />Reinforcement
<br />(Yesil
<br />3607
<br />21,
<br />U Mrs
<br />1 "S
<br />0608
<br />181-
<br />1
<br />2070
<br />3".1l e
<br />Iles
<br />SUBSTANTIATING DATA
<br />Test Reporl Number LTC-05-9715>1755 I in accordance with AN840ASMA 10&2002 by
<br />-at, - a
<br />ETC Labi Dries 297 Buell Road. Roolniester, N Y. Installation drainq&
<br />Instructions I'ave beer poAdCd by Wal Defton Corporation for each option code
<br />assembly Ilsted in Tables 1, 2 and 3 Y this report
<br />R CODE REFERENCES
<br />Florida Buildinct Code 2004 Edil
<br />EArtson 1M9 Wind Loads
<br />Sector, I 7 14 5 3 1 ANSI/IDASMA 108
<br />10. REPORT SUMMARY
<br />Upor review of the data submitted by Wayne Daton, it is my opinion that the, models as
<br />described in this repoi Conform with or are a Suitable alternative to the code stawarcs and
<br />sections in the Florida Building Code 2004 edition I�sted in section 9 of tris repor,
<br />Pal 4 oi S
<br />IS CA OPERATION STU
<br />ADHERED TO CENTER OF
<br />;IIEN 'm JOINr
<br />RCQARW ON GGON Warrin GREATER "AN
<br />Ir-or. (3) CeNrat mwm ut
<br />4V on
<br />REOLWO ON DOOR OPIMS I
<br />MAL TO 'r-or.
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING MUCTURE
<br />MAX
<br />DOOR
<br />WON
<br />0
<br />NO-ONT
<br />LWORM L EA �Ma (PLF)
<br />-16-1w
<br />ALL
<br />or
<br />AL,
<br />-
<br />on,31-30-
<br />ALL
<br />I UUML---* STATIC PFWMRE RATINGS APPROVED SIM ISCALUE. ILT.S.
<br />DATT f%B�
<br />DESIGN (PSl +25.90/-28.80 IMAX VWTVL
<br />TEST (Ii +3e.85/-43.20 IVAN HDOHT, 11-1 3/8/00 ORT
<br />IMP RATED 4/6/DS I ARTS
<br />WM
<br />SHEET I OF 2
<br />MODELS 5120/9100
<br />3305 ADD" DRIVE Pi IICV.
<br />BANK R. BARROWL PENSACOLA, FLOWA 32514
<br />IMNDLOAD SPECIFICATION OPIION
<br />LE)RIGA LICENSE .0. 51,M11% (al 474
<br />.9
<br />ON
<br />DNINJJNG 1
<br />ITTACHIM, TO
<br />FIF-PoINCHISID NO= AN TOP Or U-SAR
<br />PLACE -8. OVER m UP,
<br />21I = HOLE IN S" to ONSUK
<br />(0) AIR -PURACHM -011.13 EACH END
<br />FLOW �Ft AND ATTADI NKLI END
<br />PROPS ALIGNMENT OF POLLEAS
<br />CAP At LACK uo ON (P
<br />my DRILLING ~I?rz I
<br />15 GA "M ATTA
<br />Wii U-BAS PLACID[) MR Top
<br />8OTWM SECTION,
<br />WITH, (4) I/".k5Q/W'W
<br />(; c,
<br />SHftL OW y
<br />a( ATTACHED 'HIZU M CAP A' EACH
<br />=eoias
<br />TrAtTORY
<br />WIN WIF Bit
<br />ATMO>NLE)
<br />BOTTOM rL-K OF we L-BAR
<br />=.
<br />hillim 0 TO CULARANCES RCQJR 0
<br />RISTALL sem�s A, THE ONDS Or NE
<br />i,-SMS. ALL I SARS SHAUL BE
<br />sit.
<br />DETAIL 8
<br />'All 0. SECTIONS
<br />INSTALLING POLIO $Lm D IOIA
<br />"I"URE CA. ISE U_BARSL Sire
<br />ATTACHMENT NOTES ON Nis SHELF
<br />!O rA KIM ATTA04EO PLACE U-BAR OvER
<br />AT' Oi
<br />"I (4) 1/4 !NiMBAr
<br />INTEGRAL INS AND ATTACH
<br />~WW SMINS (P M
<br />:N,
<br />ii2
<br />AM F Y
<br />PqE-PJ04ED HOLE AT
<br />ATTACHED, 3 Or AWHICH
<br />,I_
<br />ARE fil INITTAULDO INTIC
<br />TOP IUEAF� AM I Cr
<br />N'kM*MAIE
<br />LOCATION (I THRIP FLA%%
<br />T_
<br />Mch 6 � INSTALLED
<br />OF V8M W BOi
<br />raw mE-pU)icwto Hour
<br />I
<br />� LEAF AND I THING
<br />VU W W-BAN Aft)
<br />r
<br />DETAIL C
<br />12 GA 901i @K*�MT
<br />FACTORY ArrACNM VAN
<br />ACTCH U-Shit OVER M Will,
<br />DOW TO CLEAR BOTIMPI
<br />OFA�Wl AND ATTACH NR'J DO CA*
<br />AT EACH SIR) i W/4-14,74�
<br />my DRILLING MP SCREW
<br />uSE41) 1/4-11/Ir SEV
<br />QM"Soso" ACROSS, ME
<br />11011010 OF THE TTGM 4-DAR AT
<br />DETAIL D
<br />EACH PRE-PURCHIED HOLA AT 1o%RY
<br />MMM LOCLAVOK USK (1) 1/�iniidi
<br />CMW�n SO" AT ALL OTHER
<br />M-Pleclw
<br />MARK P BARROW, PE
<br />FLIPHIJA L"NSE NO. 51,51sir
<br />1 1. LIMITATIONS
<br />Any reference In this report to the manufacturner's *most reteatir information is a direct
<br />reference to the mow recent information Submitted by Wayhe-Dafton to the Florida Building
<br />Commission as part of their Florida Product Approved application for the option code
<br />assemblies listed in Tables 1,2, and 3 of this repon.
<br />This revalustion report and the most recent Installation instructions, when required by the
<br />'a be submitted at the time of permit alliptiontial
<br />building official
<br />The design of thia supporting structural elements shelf be the responsibility of the
<br />Professional of record for the building Structure and in 0000rdwce with current building
<br />codes for the loaft Noted in Tables 1,2, and 3 of this report.
<br />The doors shell not be located In areas where the transverse wind Weds exceed the
<br />allowable bads Shawn In Tables 1, 2 and 3 of this report.
<br />The Option Code asomMin with glazed panel onsaft do not meet the Impact raclitilrements
<br />for the w1r4borne debris regions.
<br />The garage door assemblies Noted in Tables 1, 2, and 3 of it* report we not approved for
<br />use in the "High Velocity Hurricane ZoW as defined in the Flarda Building Code.
<br />12. IDENTIFICATNON
<br />Each Modial series covered by this report shell be labeled with the marsufacturel harthe
<br />"or trademark for filed klenWIcatlon.
<br />Jax Y, Inc.
<br />i , P.E.
<br />P E. No. 58544
<br />Jural
<br />.1py
<br />Pal 5 oi Wayne-Daltoo
<br />S7RU1
<br />IGN MOD
<br />GREG F-r 10
<br />1 1
<br />NUMBER
<br />FMjRF �OAN
<br />(0) StcTiON DOM
<br />I H (5) 2NN Ing GA.
<br />No K$ U
<br />LOCATED OIR
<br />INTEGRAL Ras S
<br />SHOWN
<br />DOORS
<br />GA.
<br />js
<br />Is
<br />I AIL. U-9i SHAL, M HLAMD Ci IN7GRAL
<br />RRIS ANV A`TTAQHxDi iHHtU FNW-PUMCHtV NGI
<br />0
<br />Pi;�&�= CRIRMP�� TE SCREWS AT LACK
<br />SLLF C. Alt LOCA��?) �/4-14-i A, EACH Do CAP
<br />MXCEF1 LKLMr.H 'U'l -tow SE01101, � SEE
<br />T!IS SHEC '0(2) 11�14WIF`
<br />DETAIL 8 AND D
<br />MIDWAY �ZMN
<br />=It SMWS APPROGMATELI
<br />DOM AND 1.10IRMIGHATEE H" ISK
<br />AMC o) 1/414�18` CWWTITE SCREW
<br />APPROXIMATELY FROM CA�H E�10_ FOR DOOR
<br />APINS MAWR THAN 12'-G*. F,11FRF, Si I V A
<br />TOTAL Cr ON) SCREWS ATTACKING EACH U-SAR
<br />vcrm
<br />"VE A TOTAL Or (18) slli E_ ,OR )DOR
<br />INION Urn IAH OR EQUAL TO 12'-O. THEIR,
<br />Si BE A TOT.
<br />EACH U-SAR SMEO` AM712"MC
<br />Ail HAW A TOT
<br />UrCrox S`i or (I.) SCRE,WS
<br />EACH.
<br />2. On r1c EXCEPTION 71C (8) iaff-ip,�:D
<br />'N IE ENO USEED FOR
<br />47AGINENIT Or ME SILOES, AND ME (0)
<br />EACH END
<br />USED FOR THE ATTACHMENT Or W Top FIXT4RE
<br />AND INOTED AMC 0. -a
<br />MAPPING 41. PRF-PoNi HOLES
<br />FF.
<br />U U- BE ATTACHED TO
<br />1. /. C.Wnft SCREWS.
<br />18 GA U-SAIRS SiALL BE S-PED
<br />ArpRoviNATELY ar rROM LACpt
<br />WM DESIN (PSFi .25.9l lu" RK 15,-Cr DATi NAME
<br />DRAWN 3/a/05 WT1
<br />2LTEST (IiIii .3&85 -43.20 IMAX si
<br />MODELS 2
<br />VMON DRUM O, REV.
<br />)430i FLORIDA 32514
<br />YLINMOAD SPECTICATION OP'l,"I'l nri`40
<br />flill 474-OW
<br />00"I" """""I"' DANSCO
<br />IL ENGINEERING, LLC
<br />P.O. BOX 34M
<br />Apollo Beach, Flodda 33572
<br />Phone: 813.645.0166
<br />Fax: 8 1 3.645.9698
<br />www.danscoengineeOng.com
<br />CA 25948
<br />In
<br />0!
<br />Li
<br />Z
<br />0
<br />"
<br />111.0
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<br />OD
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<br /><
<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAVANG AND DESIGN IS VALID FOIR 12 MONIHIS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWNGG Of-A.Y.
<br />02007-THESE DRAININGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY RBIRODUCnON OR
<br />UNAUT140MIED USE IS PROHIRITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO.
<br />HEET TITLE:
<br />NE DALTON
<br />4e
<br />&R DOORS
<br />SHEET' N:
<br />JOB NO.:
<br />DATE ISSUED: 9.
<br />DRAWN BY:
<br />REVIEWED BY:
<br />DD 200
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<br />M
<br />00
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<br />Lo
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