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ALL MANUFACTURES LABM S EAIED FASTENERS OR ATTACHMENI
1_ , „ U FA H FOG N MGYC ODE uANce_pAE THE AESPON$IBILIj�, a
iIr°° _ Ji wmN FOG ENEAov CODE Muar CONTRACTORPUMD
FMNON ALL DOORS AND WINQQYVS 6 ai
"•9mffrYP.) V��r l lv,i;ii1R OF RECORD
14._U
. rx6•s6t8. 'uuuva,PML INSPE=NS ARE APPRO , .a
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mvl I ^'E C L'V 1'^CIr )?:G
101-01,
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44'_0" I_ 12'-0" 1 UAN6A"',PEIl1 .11CSTDc::C?T )�J®
IF I f�N0110'oi
Date:
Front E[evaflon
4!3/17
M,.d.?LI.:6003A-T61A00Y
2 x 6•,0.030•x0.120'S.M.B. P p q
2•x 30.
x 0.09T P6r1 {IWA,•
2'x 4•aIY.P.Lumbv '
3•i 4'P.T..Lumber 1 f&Lt COP
SCALE:1/4"=2'
i
U
Beam Channel m12 W-Flfi2 Wood ilh1-.Sim B
Beam Udng(I)g13 Waad Scmw Mah 1-la'UAINJ 'O
Thread P...had..0 6.D.C.(MAX.)(TYP.) a�.+
----Ausch2ompodte Panel to Alunelnum I u - 1•CompaaltaPmol(TYPJ ------
Ex ningshaB m YP.)
Fr.mingMamberNing(1)1/4•x4• •�
Leg w/I-I/a'Pender Wisher®8.O.C. N
(MAX.)(TYP.) Do
Caulk All Exp.,Q Saew.
Qfyy A
3•ComP..lm P.nel{TYPJ •p
lumto
inn.Fnming Meneti.r(TYP.) R •O
each Compodm Panel m Channel Udng w
01 012.3/4-S.M.S.Somw.®8.O.C.(MAX) �-•
1'Aluminum Channel(TYP.j Top&Bnaom(TYP.) •p Q W
Roolro EAPe Boom Caulk Bxpoud Sc...A.Nam r, < (/Oj ti
Roolto Host -
r C N a
h
cfd� fawt4aw
Aluminum Framing Member(TYP.) e3 ty
U 0
od d C no
Knee Brooe to Beam Using rn a
"U"Channel w/(3)N I0 x 12"S.M.S. •ri p q ik
Into Alum.Post&(3)N10 x 12•S.M.S.into A N Q W W
Knee Brace on Both Sides(MIN)(TYP) 3-Conepo3he Boof(TYP.) r-1
Z2" Hollow@2'-G'(MIN.(TYP.)
ce to Column Using
•U•Channel w/(3)N10 x 12'S.M.S.
Into Alum.Post&(3)N 10 x 12•S.M.S.into
Knee Brace on Both Sides(MIN)CrYP)
me
4"x 4"Column(TYP.) Side Nolch1 Amptahm 71m1i Ball.w/CNu1.A Waahen(TYP.)
ffrP 3-x 3-Al—inune Pon J
3•x6•a3/4-.D.S.ed24-D.aUdng '
(I)&x eSAS.®24.O.C.(MA%J
TopB Bonam(TYPJ _
Knee Brace to Post/Beam Post to Beam Connection-Center Notch 3
G•ti
3',3•Aluminum Pen(TYP.) Gnde
Face xm Slab Mth-sewn 516.1ened Edge Conaete y
Famawl2,300PSI Conaele Grade Sleb w/2•Sda PSI elddwhamni N�+
6x6-Iaila hCr,C dO p .
Orep M Se Ceeck CoMol Ova
• 6• CampaaW Send P61
Dow)
11—Plan 'f•• .) a. a
'
.133••(MP a 1.)TW.kne e•(Mm.) �i
(2)3a•x,•Cortoaiv Red9lr •'a e, 1: 8' •(�,
Tmd aa t.MNkwuh m'P.a-B
)YS Ban;Conlhwam ~8� (I)CSBa Cenrinna.
11•(MMJ w 25'(MM.)Iapfl'YP.> Mar lMm.)OwBp' Date:
••+•• (2)WILD.T.w/2A•(MIN.) Section A-A Section B-B 4/3/•17
E.Ind .
mbadmmt jnm SoBd How:
CO--Feandafmn(M.) Mn—
w/]•(Mm.J Ede I.hneWlEvm tr6va wWIn iW A.uAWa.
8 il6efmdNme3dlbemislmnmori3tq Pxlmocem
Dhama(TYPJ Ow6#aL r�mu.r.amt Y.W!BeeneaT Wall
cemPsu+ sdL nof
Mm.smt eadn].SAW PSP.1 3 L
.Post to Base Connection
COPY
r :
DBL 3a{02 S.Y.P. 2 r 402 S.Y.P. U
Lumbar Top Plan Lumbo Top PI.W
+
,. .._ -__......_._.. 9impan SP4®Cach Stud to PI,I4 ColmMion(TYPJ _
II S.M.B.(Tw.) (MEN.)Thmad Penmauan(TYP.)
2a 4 n S.Y.P.SIu& IV O.C.(MA]L) OO
' Auch,d to Top&Bono.Plate W Oh
(2)16d Nail,(TYP.) ¢ M
Id
2:4Y2S.Y.P.SIud,®16`O.C.(MA ) W
Slmpan SP4®Parh Stud to Plua C—ion(TYP.) 1.4-P.T.BMW.PI,W Dbl.Wood SWd*gTYP,) 6 w N
Tri
Numinum'lP Chwvd _ O W a
in
W
II
Beam to Stud(s)
{•t f 1• C.....Foundelion(TYP. - •,••:••:•;::•'• :•,• DD M N .
Conoeta PoundaWn(TYP. • + ,
FronbRear Wood Frame Wa!! Side(s)Wood Frame Wall
6D� ho
c ps
+ q N
qq n x
2x 4 Y3 S.Y.P.Sll&,@IV O.C.(MA ) 4S.Y.F. 2,4
oafto Wod Tap Pill.Uving fn W M
Wood S...W 2•(hBNJ N
Puetloioo with]/4'Aluminumher®8.O.C.(MA)L)(T W.) ('•) O
3.4P.T.BMWIPlwku MIoC—oUain8 ll F.,WdS—(1)ln•D'u.eurWdBaMchMW4.IM'(KW)E.b. pl RofInto Slid C_W®)6.O.C.(P;ia&within 6•amu Opening,,lamb,,&Coma'.Ta l4va r'4b
D S.Y.P.SWd,®16-O.C.(MW
L
Cancun Fa.duian(TYP.)
Tvaleal Wood Frame Wall To Slab Roof To Wall-Wood
>v
• U
DBL3•a4•Y2S.Y.P.Top PI,u(TYP.)• DBL 2'.4`03 S.Y.P.Top Pill,(TYP.) g
Si.Won SP4 SW&
Simpan H]®Eh P.od to Top Phm(TYP.) Si.pvan H)®Farb P.M
T a4'Y2 S.Y.P.Cripple SWda l a4'/1 S.Y.P.Cnppla Stria
016-O.C.(MA)L)(M.) - 16`O.C.(M )(Tw..) N C
Or O
n W
NOTE
1.)Allr la'plywood motor Nuthin8 wf lidroil,®4.O.C.MIS.&S'Beld Simpon SP4 Stud, (2)3'•8'/2 S.Y.P.Nudo
2J Moi,Wre bertier,Nll b4luulled a all,id. m Top Pht,(TYP.) (2)3'a 4`/2 S.Y.P.Halo
oftha,had.
3.)VInyl,idin8,lull ba i.ulld pr th4 manu4ctura N` Simpan LSTAIS(TYP.) Simpan LSTA17(TYP.)
,pMicu. .
4.)All doom&window,hell be iuulid per Ih4wnufWuru Oy"
,pecifiutiou, ladd �p in.r14•/2 S.Y.P.Riry SWd UVP.)
(2)02 S.Y.P.Sill Pl..Punned® YYE� lH-Ring Stud(fYP.I map• Date:
Earb End U,ine(2)l6d Nail.(TYP.) Tti (1)]ug S.d RYP.) shy a�
. SimpanSP481ud, 6p (])3'a4'/25.Y.P.Jack 31d,(TYP.) 4/3/17ZI
.
ro Bonom PWv(TYP.
SW,pvon SP481ad,
W B...No.(rrPJ r44'P.T. cm4(TYPJ PAGE:
Bon4.Pleu(fYP.)
Window Framing Delnits 3068-Door Framing Details r $Of3�� ��!� l�
SCALE:N.T.S.
•1,y±
..1
d CLASSIC' RF,ISED PANEL rMBDSS DOORS 'CiL4RIAGE HD.!SE' RAISED PAFlEL EMieUSSDODRS SHEET--� REVISIONS 1
E MODE 24 GA 25 GA 1 25 GA 24 GA MODELS 25 GA i OF j �REv. NO. ZONE: f�HTE FCN tJO. APGVD� _ DESCRIPTION
- CIORA'!- - B4A,.9A 73, 75 76, 75L .ye_-- --- .CL DPA'f LILLERY'- - -""Ems.-GL30 — -;H ADDED LONG-PANEL OPTION,
IDEAL 4RS7 6RST ERST 4F HOLME_S ARTISTRY' _ARSS - - - --- - --
HOLMES 48, 430 4c', 42B -- -- IDEA!_ 'CARRIAGE HOUSE' ED5S -J - ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
SHORT LONG FLUSH - LOCATION.ATTACHED 'W/ TOG-L-LOC (TOP &BT)A)AND
D -_ SHORT PANEL 1 �-URUHANE ADHESIVE (ALONG CENTER), r
(--�A "CLASSIC` SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC. - %\\ �
L014C PANEL ALSO APPROVED,. SEE TABLES BELOW FOR DETAu_S.
OPTIONAL GLAZI14C MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
IMPACT RESISTANT ED.S E ONLY SHORT / COMMERCIAL (LONG PANE!). SEE TABLES BELOYV.
GLAZING IS APPROVED. SEE SECTION B-B ON
SHEET 7W0 FOR DETAILS. (GLAZING SHOWN-IN , -GLAZING SHOWN JN TOP SECTION.
- -- INTERMEDIATE S=CTION)
l
// Llyldi f-VIEW °B" (SEE SHEET THREE).
=U
G
W
(SEE SHEET THREE).
w p /-16 GA. END STILES ATTACHED TC _ --
C on - - DOOR SK N MTH PATENTED - -- rAffi
TOG-L-L C SYSTEM (TOP.'BOTTOM ac
a a CENTe'R), ATiAfHEL` TO TOP AND
- - -- - -- BOTTOtd RAIL WITH PATENTED _
TOG-1.-1-]!: SYSTEM.
TWO POINT LOCKING - --. -- - -- _ _ -
!Illlli INTO TRACK. )
• L- -•ate__.-� ,--__-- �m _ _ _ m�
L"-----�'A -OPTIONAL OUT510E KEYED LACK POSITION. ill-LHR.TOP BRACKETS USED AS
dAR. DOOR WIDTH = 16'-2"---- __ INNER B07TC•).t BRACKET.
fN$!DE FCEVATION (1) 3--IN R0;LET? CARRIER (P/N
6120394) US'LC WITH 3" TRACK. SNAP LATCH ENGAGES
LOCAT 1014 OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. END
DOOR HEIGHT
R OF ONTO VERTICAL. TRACK.014E SNAP LATCH ON ACK. �STILE.
SECTIONS EACH SIDE OF DOOR.
LIP TO 7'0' 4 'CLASSIC'RAISED PANCL EMBOSS Ma's-` SLIDE BOLT LOCK -
MARRIAGE HCJSC'RAISED -ENGAGES INTO `
7'3' TD B'9' S SNORE PAI:EL LDl:G PANEL PANEL EH¢DSS ODORS ' ,END ERTICAL TRACK_ pUTSIDE
TO l0'6' 6 .[v terERK o aF SFD +I1F CDw'[ SMCw'r_PA!`Et __ S7/Lf,. UNE COCK OP! HANDLE. LOCK BAR
TG 12'3' 7 DOCK VIDIM STILES ODOR VID1M IxiCRM.SPICES INTCRK S7(lES I DF IMlER. ��l' 7�
IPER SCCIIDIJ> LIFER SECTION) cFER SECIEGNI DOUR won.�� SnLEs r' EACH SIDE OF OUTSIDE
12'6' TO la•0' B s•2•TO s1o• 3 sz'io u2, I 2 :PER SECTION, DOOR. EIJD ENGAGES IN
KEYED ,RACK ON
la'3' T❑ 15'9' S io•o• To Brio•_ 4 u•J•TD 1J•lo•_- 2 a 9'2•TO ID',' D l' E14E. EACH SIDE
Ba•G• TD I,•1D'`_ 5 _I_5'0-i0 16 --3 J __ 10'2'f0 II'< N/A HANDLE.
16,G' TD iS'0'TDTD IS'10' G SEC NOTE DELDV REGARDING EXTRA 11'G'•10 14'6• 5 OF DOOR
.MAX SECTION HEIGHT: 21' 16.0•ro[G•2• 7 S,S DN LDND PAnsl Dwat. hR•TD ts•'r�` INSIDE SLIDE T INSIDE HANDLE,
- LOCK OPTION. 11SI F K Y
.S?1LT.S.LQE_14�Y(D__.Im�C..K._�i'ITH 4S_���._EQ)LQ.CK tlT[
EXTRA STILES FOR LONG=PANEL MODELS. $N.1P lniCH Loc!< n n N LOCK BAR LOCKING
�ySS'-�'(LEhIA(y)////r/� T TABLES IA7D�y[,COLWERCIII IITML STLLES REONREO AS I Mzo,aN
`\ Q CT I� TNESf i0u1)iNCY(L CEIIIER Si:LES ARE ATTACHED WO-11 BETer_E,IHC ,
.5G.•'�C E Ais••�� I� EXIST..RESOENItit COMER SIILES COW.,ERLu-CENTER STILES ANE THIS DOOR EXCEEDS THE DESIGI!LOADS FD TN[
ATTAOtED VAT1f 70G-L-LOC(TOP&BOTTOM)OR C4)3/16-POP RIVETS ULTIMATE WIND SPEEDS LISTED TIELOW ACCORDING TO THE FLOPIDA
[[[JJJD 6 2 OR(4)J8 SHEET METAL SCRENS. DU+LDMI;CODE OR THE INTERN'l7NNAL EIUILOING CODE(DASEU OV
�-;•• � 'k A8CE7-IDj 7'OR THE FOLLOK'INN,f-044DITIONS: 1)ENCLOSED MANUFA[TURIItG PRODUCT CODE
=+ BLRLeING. 2;DOOR HAS :' .I^11(RJ DUpi^NG'S END.'UNE, Jl SHORE PANEL: PAN-ZF15.',
• �{t l _ LONG PAtJEL:_PA,-2F156
\Y ROOf SLOPE.. ANO< 7E5!•+:r,.117 ACCUROnhCi_vrnH r ITART NO.: NjA
Yr • LL AN51/0.1SRIA 108. SiTE-SPECIF. _ALCULATION+S 3Y A C'UAIIFIED T STG LOADS +54.0 O.S F$.F3L`&6_O.P.S.F.P.S.F.. -
STATE P 4L1` DESIGN! PFOFESSIDW,L LIAY GNfE::
O EC: u,+less s R1ee.Dulc+Ise —Cln a� 8585 Doke Eiulm,d VINDLOAD RATING
•••< P:�' '- --?- TOLERANr,ES,re 7Wiwn OH 45040 US4
�� Cn OF1T�.• �� IIILTIMA7E w11JD 1 P Icl.Ro.513^770-4Ifq ?
156 -LA.D [-D IBJ 95 1.J 6 D P 6 t
;'„T,� iEXPGSUktnPtlX - I �i �� .00 t,015 DESCRhPTIONmroA2" STEEL!PANjDOORS16'2"W (SEE TABLE FOR MODELS)
CATEGORY D.C. D.j E.F. C I D.C I D.C I E I AOU f.DGS
DESIGN EbIGINEER: --- i� 000u oD1 ELIR, WN e :�,, DATE: n/,s/Iz scALE: D�NCar R !� 25• IS• sa' .= yeesU<ED BY; SH DATE: nSL'LSCUTT HAMILTON.' P.E. 4 GOf HEIOH7 c e Slmea DIHeAq;<c IOR,OA I.ICEPI$E N0. 63286 DIME.15i0M5'nRE ua AVCMEs . MC.: 104'10-A/B
t-- ----- -- --
�r 3 2
'CLASSIC RAISED PANEL EMBOSS DOORS 'CARRI.IGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: I REVISIONS
NODFLS 1 21. GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF e REV. NO. ZONE: _DATE ECN I, APP'rG• DESCRIPTION
--- -
--- OPA , 4A-94-73; 75 76; 75L - "98 - CLOPAY 'GALLERY' '"" 'GD5S, GR5S -- "-SH - SEE REVISION HISTORYON SHEET ONE:" ---- ----._._..
1 L'iEAL 4RST 6RSi' .2RST 4F H[JLr1fS 'ARTISTRY' AR55 -
HOU•IES 48, 4ER 142, 42B -- -- IDEAL •C'ARRIAGE HOUSE' ED5S
SHORT LONG FLUSH SHORT PANEL r\
r_` D
.IMPACT-RESISTANT CONSTRUCTION: STANDARD .ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING APE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE OPTIONAL ACRYLIC GLAZING IS
-- IMPACT-RESISTANT. OPTIONAL. INJECTION-MOLDED POLYCARB06ATE FRONT FRAME AND, PLASKOLITE OPTIX OR LUCITE CP APPROVED'CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC .
GLAZING.IS GE LEXAN SLX2432T, AN,APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. "
IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE. DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECl ION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND IWIERNAHONAL BUILDING CODE. BUT DOES 1.10 MEET THE IMPACT RESISTANT REOUIRE%IENT FOR WINDBOP.NE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-8 (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION] _
C `,OETAJL '0' L
. ♦_--.__.._..._._......____.____._..._t_.... .
FRONT.FRAME SMITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
TAIL IMPACT-RESISTANT FRAME.
).=s
OPTIONAL DECORATIVE e.rn---' MULTIPURPOSE HIGH BOND TAPE '
r 'SNAP-ea INSERT. —(BETWEEN FRAME AND FACADE).
r r.
r �—DECORATIVE FROM FACADE.
GLAZIWG�
�I �r MOLDED ua516£
u.lea \.�.� ,� LITE RETAINER. I
\� —STRUCTURAL SILIC014E SEALANT )r8X3/4' PAN HEAD SCREW
(BETWEEN STEEL SKIN A14D FRAME). (IO SCREWS PER LIIE).
IMPACT RESISTANT � [-P-.-Ls
ppONE-PIECE MJECTID14 YTYRENE RETAINER FASTENED TO FRAME WITH
MOLDED BE I.EYdV4
B SLX2432T FRONT (10) 18 x 3/4"PAN HEAD-MACHINE SCREWS. B
FRAME 8 GLAZING. -
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 1041710-A DRAWING 104710-B
HAA,rFAA�4
O <T i
IJ 2 MAMJFAOiI'RING PRODUCT CODE
'�`•,r.• SHORT PANEL: PAN-2F153
DESIGN LOADS: .t.36.0 P.S.F. & -42-0 P.S.F.
LONG PANEL: PAN--2F156
I, L^'/�: TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A
A %9': STATE OF �� U.'...Slaud 0tnersa 8585 Doke 8-le'Mrd WINDLOAD RATING
O . �,: '"Pay Lnsun,OR S50,D BSA
P:+'� TOLERFlNCES�e _ Tel.Ito.SIJ-770-48C9
<0 R 1 o. D = t.071 Dnd6nq 7rodus°I a, H0.517-77D-4S57 �,v'S D P 3 6 T
ONAT� ,`` 000= t.005 DESCRIPTION: 2"STEEL PAN DOORS 16'2•W (SEE TABLE FOR�M ODE,LS
,if
DESIGN ENGINEER: De�000D t�r DRAWN BY: SH DATE: n/t5/17SCALE: NTS' p�G, \
COTT HAPALTODI, P£ mn.:sm1Ad0ner•,�,, CHECKEQ BY: SH DATE: 1I/2o/1�SHEET 0 , p
FLORIDA LICENSE No. 63296 owEu90NS:RE N INCPCS.DViG. NO.: 104710-A/B I VER: IBC'
'CLASSIC' RAISED PANEL EN30SS ODORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET. --� REVISIONS"
PHOILMES
ELS 24 GA 25 GA 25 GA 25 GA MODELS 25 GA 3 Or `) REV. NO. Z0T4E: DATE: ECN NO. APPVD: _ DESCRIPTION
SEE REVISIGN HISTORY ON SHEET'ONE
---- PAY-----84A;-94 `73, 75 76, 75L: 98 CLOPAY 'GALL.ERY' ODSS, GRSS 03 - - - �SH _-_EAL 4P.ST 6RST 2RST 4F I HOL•MES 'ARTISTRY'45,. 488 142, 42BI illEAL 'CARRIAGE I-!CUBE' EDSS
SHORT LONG FLUSH SHORT PANEL -1 - 1-2"THICK r'
p -- ll
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA-GALV. STEEL TOP ROLLER
(NO LOAD FROM DOOR) NOTES,. _ 25 GA.. (0.019" MIN. THICK) f BRACKETS (2-1/2" x 5-3/8"). EACH
-- I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM INE TRACK TO ODS STEEL EXTERIOR SKIN BRACKET ATTACHED W/(4) N14x5/8" SHEET
THE N6 VERTICAL SYP (GRACE 12 OR BETTER)JAMBS.NO LQAD FROM THE DOOR IS -WITH C-40 GALVANIZING, _•?�
I ATTACHED
TRANSFERRED TO THE HORIZONTAL (TOP)J0.M8. _ METAL SCREWS. ADJUSTABLE SL Dc
I - BAKED-ON PRIMER AND'P.
2. EACH VERTICAL.JAMB SEES n 1MxlnNrn OESIGw LOAD OF +288 tB& -335 LB. PER LINEAR � TO TOP BRACKET WITfi (2) 1/4 xl/2" BOLTS
_ FOOT OF JAME. BAKED-ON POLYESTER PAINTED AND.NUTS PER BRACKET.
3. ALL JAMB FASTENERS VAY BE (BUT ARE TTOT REOWREO TO BE)COUNTERSUNK TO PROMOE A 70P COAT APPLIED TO BOTH
/-FASTENER FLUSH MOUNTING SURFACE.
SIDES OF.STEEL SKIN.
TYPE. 4,A 1/3 STRESS INCREASE FOR WIND LOAD''WAS NOT USED IN THE CALCULATION OF ALLOWABLE
L LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND.MASONRY.
MAXII. O.C.
C I SHIP LAP 14 GA. MIN. GALV. ROLLER HINGE. EACH
I JOINTS A -_HINGE FASTENED TO ENO STILES W/(4) C
2e6 VERTICAL JAMB - ) #'144/8"SHEET METAL AND (2)
1/4"0/4" SELF TAPPING SCREWS. SEE
4-L4,.
ONE'4"T-STRUT PER SECTION. (SEE VIEW
.-"0") EACH T-STRUT ATTACHED AT EACH
1 2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT -VIEW D / HINGE LOCATION WITH (2) 1/4"x3/4" SELF
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL,JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. TAPPING SCREWS.
�— -- MAXIMUM 0.057" MIN. CALV. STEEL.
CN-CENTER 50 KSI. MIN.
DISTANCE STEEL
BETWEEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS"REQUIRED?
BLOCK WALL I 1"x i-1 4'MIV £MB c ON CONCR-TE ANCHOR7-1 J." 1"O.D.
3T]00 PSf lARL CONCRETC 7 4 x 1 MIN.EMBED TAPCON CONCRETE At1CHUR B
O !f N R 3 8" x I-3'4"MIV.EMBED WEJ-17 ANKR TITE SLEEVE ANCHOR _ 1 -1 _.
U ,MI1- •-T ANKR T H 4' tNCLUDEO p`j
wO .AM 5 SG' 1 s 3•LAG SCREW(ASTM A3 7GRADE.A I-5/8"EMBED INTO TR 17- 4'
FIRST (BOTTOM)ANCHOR STARTING AT NO MORE THAN RALF OF THE MAX)IJUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING. \
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. `12 GA. HIN. GALV. STEEL BOTTOM BRACKFT
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO THICKNESS. ATTACHED WITH.(2) Q14x5/8" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
``` 0��1 HA,I��r,,', SHEET METAL SCREWS SECTION A-A (SIDE VIEW)_
6 o o`
MANUFACTURING PRODUCT CODE
.*.�•• 8 �,� ` SHORT PANEL: PAN-2F153
00 O l �O LONG PANFIL PAPI-2F156.
1/;•k3 4" SELF
�7 1A /��_ •�,_ j % DESIGN LOADS: 4.0 P.S.F..S.F. 3c, 3.0 P P.S.F.
•L o `.o SAPPING SCREWS. ART NO.: w/A A
( TEST LOADS: t54.0 P.S.F. & -63.0 P.S.F.
73'. - STATE F .4/+ Unless Staled Ome.se 8585 Duke Boulmna WINDLOAD RATING
14 CA._F.NO WNC-5 18 A MI .1 INTERMF_01ATF HIWGE Llason,OH 45040 USA \
%�T'•.R VIEW TOLERANCES'— Clopay Tel.Pa.m3-no-arpo yV�6 D P 3 61
.0 = 3.031. Bu2d'nq.Pmdacis Cmysrtf Fes No.513-7'10-4853
ALE .00 1.015 DESCRIPTION- 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
JJJ)T sp�T� .BOO = 3.005 DRAWN BY: Sri DATE: n/t9/12 SCALE: NIS DWG.
.0000 d.001
DESIGN ENGINEER Degrees = _1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 GF; r
SCOTT HAMILTON, P.E. Unless Staled Otner.6se -- -
R.ORIDt. LICENSE No. f,3286 DIMENsoNs ARE IN INCHES. DWG. NO.: 104710-A/B VER: IBC `
5 —� 2 FLOO RO13A PRODUCT UC T APPROWAA L a�.
_ 47.
'CLASSIC' RAISED PANEL EMBOSS DODRS 'CARRIAGE HOUSE' P.AISEU PAAJEL E:LBOS'� DOOR= SHEET. REVISIO;Vc
MODELS 24 GA 25 GA 25 GA 24 GA �-MODELS 25 GA 4, OF 4 RE`.'. N0. ZONE:' DATE: ECN NO, APPVD: DESCRIPTION
�-
.L'LU.'_+AY_.__84A.__94-23, 75 _76, 75L 98 CLOPAY 'GALLERY' 05S, GR5S U3 - - - SH SEE REVISION HISTORY ON SHEET ONE.
------
IDEAL _4RS7 6RST 2RST 4F HOLMES 'ARTISTRY' AR53
HOLIAES 48, 483 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S "
Q SHORT LONG FLUSH SHORT PANEL
HORIZONTAL TRACK SUPPORT BY
jT ODOR INSTALLER (TO SUIT).
21-c TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURANO ,
DOOR OPENING DOES NOT AFFECT THE' DOOR DOORS UP�TO 800 LBS. -
WIND LOAD RATING OF THIS,DOOR. _HEIG�1T "L'
13 GA CALV, STEEL FLAG BRACKET ATTACHED TD 7 1"DOOR OVERLAP (EACH SIDE)— )""_STOP MOULDING BY ODOR KSTALLER(TO SUIT).
JAMB WITH (3)5/I6-X 1-5/8`LAG SCREWS 7'-0 76' I rl6 GA. GA'_V. STEEL ENO STILE.
AND TO TRACK WITH (2) 1/4-RIVETS. 2,t6 SYP'�t0O0 JA!AD. SEE
7'-6' t8 GA.GALV. STEEL DOUBLE END STILE.
"JAMB PREPARATION NOTE". '/"'
? =TRACK CONFIGURATION i. -0 20 GA.MIN,GALV. STEEL INTERM.SIILE.
DOORS UP YO BOO LBS. z -AS ROD: SPACING NTE 14'O.C. -6 9-0"1 - 18 CA. CALV.SIEEL INTER.
2-1/2'X 12 CA GALV.STEEL /
9'-.6"1 6 J HINGE FASTENED TO CENTER
o TRACK BRACKETS FASTENED lU STILE W/4 EACH 14x5/B'
1LI-0"11 � () I)
0 63' 2"GAIv.STEEL TRACK, lYOCC JAAfUS W'Irtl 5/6'% 1-5/B" SHEET METAL SCREWS.
TRACK THICKNESS: 0.083". �Q-0" LAG SCREWS NOT TO EXCEED 14" 1
11=-- 1 4" ON-CENTER. AGN.OF (9)LAG / L 7/16"W. ROUND
_ --50' 1 I-6' 3 SCREWS REQUIRED PER JAMB. V PUSH NUT
.L. ,, 0- „ FASTENER. ..
i 12'-6' 1 2"GALV. STEEL TRACK FASTENED TO
: 38 TYP.2_1/2"X 12 GA GALV. 13'=0' 14 12 CA GALV STEEL TRACK BRACKETS 14 CA. CALV.STEEL ROLLER HINGES FASTENED 10 END STILES W/(4j EACH�114c5/8"
C i STEEL TRACK BRACKETS, 1 '-6" 4" WITH EITHER(2) 1/4`DV. RIVETS OR SHEET METAL SCREWS AND(2) 1/4`SELF TAPPING SCREWS PER END HINGE. C
z ATTACHED TO JAMB WITH (1) .14-6" (1) 1/4"X 5/8-BOLT&NUT PER. ,
0 24" 5/I6"X 1-5/8" LAG SCREW PER 14'-6"1' " TRACK BRACKET. 2"DIA 7-1/2"LONG STEAL 10 DILL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK BRACKET 1$'-0' '
15'-6`1 8'
10" 16'_O„t 4" UPTON '-C
LHR BRACKET(2-1/2"s 5-3/4"x 12CA)
^ - PREPARATION OF J61ID5 BY(ITHERS. ATTAOiESCREWS.O WITH NOTE THAT iLHR BRACKETSELF ARE TAPPING
USED WITH'DOUBLE END STILE"AS SHOWN IN
NOTE- TRACK CONFIGURATION ABOVE THE ZONE 8-3 SHEET 1.
.3" TRACK COIJFIGURATION DOOR.OPENING DOES NOT AFFECT THE rnuRLE TRACK
ODGRS Boo LBS A14 OVER, WIND LOAD"RATING OF THIS DOOR. JAMS CONFIGURATION
OQORS 800 LBS AIJO CJVFR IOW BOTH
2- 4D 3-
CENTER HANG REQUIRED FOR �� � {AVAIL. FOR BOTH . ANO 3"TRACK)
• .'—ODORS— OVER 8'HIGH.
HORIZONTAL
1'OGOR OVERLAP (EACH SIDE)•:, -- ---T-T"--� DOUBLE
F` c STOP IAOULDtNG BY DOOR INSTALLER(TO SUIT). B[� 2x6 SYP SPAR ION 1 SEE 16^A V. STEEL END STILE.
U3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK JA.LIp PREPARATION NOTE -
•- —THICKNESS:0.101".ANGLE THICKNESS:0.080'. ('HORIZONTAL TRACK �'; --t8 GA.GALV.STEEL DOUBLE ENO STILE.
i - = - s0 GA. LIN. GALV. STEEL w7ERA1. STILE.
MIN.ANGLE C1MEN51aFi5 3-1/4`4 2-7/8". SUPPORT B1 DOOR
-~\_VERTICAL/HORIZONTAL TRACK 14 MAXIMUM SPACING INSTALLER (70 SUIT) •� -_---_� 18 GA GALV.STEEL CATER.
T3-1/4"x 2-7/8"MIN X 0.080"TAPERED ' HINGE FASTENED TO CENTER
i &N TIUN.7Y+0 1/4"BOLTS FROM LAST TRACK
MOUNTING ANGLE. SEE LAG BOLT N.OUNTING BELOW'. 'STILE W/(d)EACH i/14x5/8'
&NUTS FOR EACH 7RAL'K. SLOT TO 77ACK JUNCTION' 1 7/16 O UND SHEET METAL SCREWS
IT PUSfj NUT ,
t y ADDITIONAL MOUNTING SLOTS FASTENER. '
'SPACED AT 12'CENTERS.
a 0.101"THICK 3'GALV.STEEL TRACK FASTENED 14 Gh,CALV, STEEL ROLLER HrtIGES,FASIEI4Ep 70 EIiD
111 Jill, TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14X5/8"SHEET METAL SCREWS "
\\A,`'-" HAA1/"It, V 12"ON CENTER TAPERED ANGLE WITH ONE 1/4"r5/8"BOLT& AND(2) 1/4"SELF.TAPPING SCREWS PEP.END HINGE.
,�.GO Cp .�,� i HUT nr EACHuo0l:rDlc SLOT.
_ \ 3"OIA 8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
a - �TIDIJ C-C MANUF.ACTURING PRODUCT CODE
* 86 iy -ONE &" TRACK BOLT AND NUT AT EACH �..,.�� ��Y((~� SHORT PANE(.: PAN-2F153
w -•34" _.G6�' ,r;(y PRFDAR4710N OF JAhfBS' BY OiliERS LONG PAIJEL: PAN- FI5
I,JOUNaNG SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. Pt -42.0 P.S.F.
0
I^I -0; LL 'Lq, (�it _ TES LOADS: +54.0 P.S.F. & -63.0 P.S.F PART NO,. N/A Q
/1 i��'. STAI E OF �A DOOR VERAGA LIM, Sl4tea-Tw. I5'-E"k BowevaJ WINDLOAD RATING
O• �!: 22" HEIGtIT IRACK LENGTH /f a C'0 a I?. GH{SOJD USA ��6_.D P 3 E�T
T'.° P,:'�• r-D" n TOLERANCES„ P Y A
r�T.N4.5t3-ne-4_DD
�s•4.0 R I O.•C2;��: a_o.'- 4 - .D - 4.031 B 14iq Plwwu Cnmprn7 Fm No.513-770-J&53
��Os/0NAIL.%0 � 0' qC-., �08' QISTANLES"AS TH LAG E TRACK"vGL 55i`ISPA3-;/ED ZT T10% 22". 34" .00p00 =.005 DESCRIPTION: L"STEEL PM•I ODORS t6'2 W (SEE TABLE FOR h10DELS)
ll 1PT 1 12'- 132 46', EIC.). ADDITIONAL LAG SCREV:S LOCATED AT 16% "1"
6 & '.0000 = tAOt DRAWN, 6Y: SH UAIE: 1'j19/1?SCALE' NTS DWG.
3-1/2 I4-0 756 40-FROM 60rTOM. TWO LAG SCREWS ALSO LOCATED�A80CE Oe ees= A 1/2'
DESIGN ENGINEER 9` CHECKED 8Y: 5H DATE: n/zD/12 SHEET : OF •i SI"LE
SCOTT HAMILTON.•P,E. .".R•J._ 6-0
'180 VERTICAL HORIZONTAL TRACTS JUNCTION. _/ U�1an Sieted Ouur.
FLORIDA LICENSE N&. 6328E _____ ___ __ DINE'SiONS ARE 94 ZHES.UNG. NO.: 104710-A/B VER:IBC