HomeMy WebLinkAboutengineering STEEL PLATEWITHWITH ONE 5/16-18 MS W/MUT rdl !
FASTENED TO END STR.E WITH OPTIONAL ODOR VIEWER
7-1/2•X 3"X.071•GALV.STEEL (0) 114 X 3/4•SELF DRILLING SCREWS TO ITE INSTALLED AT
END ROLLER HINGE CENTER STILEW/(6)E 14 X s/8•SMS ®wCENTER"It
Y' T�r1
071`X 7-1/2"GALV.STEELCIN IINGE
rLOOK
2/DOOR ( Q 6
1'w X.15•THK. LATCH
�""
SPRING LOADED SURE BOLT LOCK (BOTH SIDES) s�w -
FASTENEO W/(4)/ 14 X 1/2•S.M.& -
8"MIN. LACK ENGAGEMENT CONFORMS TO
5012 REGARDING tV4R+KIE DOORS } d } cgy
Z(p tfi
i
DDDR 1NDOFR CONSISf3 OF 1 — _ _ �!m o I
s'-a• z SECTIONS i 2 sECt1ONS 21' 158 DIA GALV.AINCRATT TYPE $ � _
W-9• t SECTION te• 3 SECTIONS 2r � NICD 144 SLEEVE OPTIONAL VENT L -A og z
W MW. 5 TO , SAFELY FACTOR 3 5"WIDE AT 7.O.G. MAX. OPTIONAL FLUSH FACE
7' 4 ,CZ
21 -
>'-3' - $ %.I;. A NOT TO EXCEED ���DESIGN WOOD GRAIN DESIGN120 N �
7'-6` 5 SECTIONS 16 - 8•X 3"X 0.1"
7'^9• 4 SECDONS 1E•1 SECTION 21' STEEL PLATE ( $ MAX.00011 WIDTH
9"
s SECTIONS,a 2 SECTIONS 2r WITH (2) /14 X 5/6'SMS $ -- -- ----
W-3' 2 SECTIONS 18.3 SECTIONS 21' 9•-4.
6-6 1 SECTION 18 4 SECTIONS 21'
W-9, 6 SIXT10NS 21 - BRACKET BRACKET INSIDE ELEVATION
9' a SECTIONS I9 - STD. LIFT DOOR LOW HEADROOMZRAISED PANEL EMBOSSED DOOR
9^J 5 SECTIONS 1e 1 SECTION 21' C
D-6' ON
4 SECTIONS 18'2 SECTIONS 21 .,.,.:.
D-9• s SDOTIONS,6•s SECTIONS 2r 7-7/8•X 3-1/8"X.DID" ) e ,� c g k e
10 2 SECTIONS 16 4 SECTIONS 21" CENTER STILE
STEEL`014 X 3/4"SDs DAB D40R MODEL 824
1a-s' t 6ECTIOw 1e a sECraws zl• �
f -a a SECTIONS 21 - OUTSIDE MAX. SIZE 9'-4" WIDE X 18'-0" HIGHI
10-9' 6 SECTIONS T6 1 SWIM 21
11• 6 SECTIONS 18 2 SECTIONS 2r
HANDLE END STILE DESIGN PRESSURE RATING = + 54.0 PSF
4 SECTIONS T6 3 SECTIONS 21' _ SI j"4,•��
\/l_-
11'-6' 1 SECTIONS 16 4 STCiIONS 21' +..-R .ti,_,- 64,4 PSF
AMS
t1-a` 2 SECTIONS 18 s SECTIONS 2f LOCK 8Ak GUIDES � �- � r. °.ems.'-•' ��s� :,
12 1 SWIMS 16 B 21' INSTALLED ON ENO STILE
SEGIWNS 21 - e WITH (4)/14 X 6/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
IV-4- 6 SECTIONS 18 2 SECTIONS 21
12'-0' 5 SEDnONS 16 s SEC110NS 21 A 6T X.6W LOCK DAR
IS 4 SECTIONS Ia•4 SECTIONS 21• EN EACH N TRACK
E OF DOOR
GENERAL NOTES _• .. _-( _ -` - r - §
13-Y 3 SECTIONS,a 5 SECTIONS 21•
13-6' 2 SEDIMS 1 6 SEOTIONS 2f L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n •••' @I400lICT YT{N18BP
13•-a" 1 SDOnoN la• 7 SECTIONS 2, QlITSIb KEYED LOCK REQUIREMENTS of THE FLORIDA BUILDING Goof zos0 EaiIOH 9iCLLIDiHG pYri sa'"NAM wNhOwFlaNdo 4
14 a SEGnONS 21 - LOCK DAR LOCKING SHOWN . ..,"HIGH
VEL HURRICANE ZONE. ' nSLWWoE6N pl/0 L R 3°
14-3' 6 SECTIONS 18 S SHCTIONS 214 ALTERNATE TO LOCKS SHOWN ABOVE 2, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. .CAN.• 1b �, 3
14-6' S S1TlIONS IB'4 SECTIONS 2t' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL T3 �
-4 4 SEGT1oNS 16 5 SECTIONS 2,` DRESSING GIN STUCCO. t
15 J SECTIONS.10 6 SECTIONS 21• 3. ALL BOLTS,NUTS AND WASHERS SHALL.BE ZINC PLATED CARBON STEEL n1}11 By
15- 2 SWIMS IW 7 SECTIOw3 21 4. ANCHORING OR LOADING CONOl7*NS OTHER MAN THOSE SHOWN IN `�' 4�N rye\\ SOT drawing/ono.
t6=11-9 9 SEL'NKiNSI SECTION 1It•6 9EOTION3 21 y, A t.QNDTHESE DETAILS ARE NOT PART OF THIS APPROVAL.DURATION IN�RTASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. O i M �v
16 a SpCIKN13 1e 4 SECTIONS 21' 61ype{ ( q1
24 GA STEEL PANEL
3/16"ALUM RIVETS
Z o
' S
FLAPS BENT ODER PANEL I
t
h
1/2' PUNCHED HOLES 1
.024'STL. PANEL O 4'O.C. I qq
OUTSIDE OF 0 6
i Fdi
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER �ELE
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
(5/t8'X 1-8/8`LAO SCREW INSTALLED IN 9/18" OLA. HOLES IN CENTER STK.£ OD
ONE Y T MACK POSITIONED AT EYE LEVEL O o
ANCIMS:
pPTiONAI STOP MouLOING A) gj;G,y„POMEN-eO�,T RY'Mmg' W
FOR CONNECTION OF WOOD BUCK BY DDDR iNSTALCER 2'MN.EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"WN.EDGE DISTANCE ?
�U X bj8"SMS -19.
4"X 2'X 2;42T X 18 OA.STEEL
6 PER HINGE END STILE.CONNECT TO PANELS WITH B) Vg"..� -L6G SLEflfE OR
t/2"X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/18"ALUM RIVETS 1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK W I
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE +�y�
0.55 S.O. s - E 0 END STILE WIRi 3/18"POP RIVETS O 12"O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK O O 3 'wS
g�
e +
CONCRETE Yo a 301X9 PSI MIN. u1 iS
R X LE.GL X 045"STEEL EQOE y
C R SfBE,GLUED AND RIVETED M,�� C-90 GROUT flLlE6 BLOCK t'm �2006 PSI M9d.
i TO PANEL W/(4)3/18'RNETS N S
FOP RIVETS _n•..:-.
1 1/2' MINN. I r14 X 5/8'S.M.S.
I 4/HINGE °e- °•'_ .
V... «
1-3/18"
" ANCHOR TYPE A OR B
/.9 STEEL TRACK BRACKETS 1 E PER
BRACKET FFOBRACKET SPACING
SEE SHEET 3 FOR SPACING
SES
1/4-20 SS BOLT✓k NUT u ,
7-1/2'X .050'GALV.STEEL tit
2^1//8"X 1'X .078' CENTER HINGE 7-1/2`X 3"X.0T1"
OAM STEEL TRACK SECTION R—B END ROLLER HINGE
50*
FASTENED TOT K PLATES 7/18"PUSHNuT 1.82" L X ERS
W 1/4-20 X 5//8 TRUSS NO. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS '
/ SLOTTED M.S. & LOCK NUT W/ .44 DIA.X 4-1/4' STEM p Fpgy18/Jp q
INTERIOR SIDE rUL j 70592 M
w�Aeb°any9 x31>rd rad
3 }I r
�,�'Q\' ', dC7oMra1 drowinq no.
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isheat 2 of 5
POP RIVETS 2 X 2 X 4/8"HORIZ.ANGLE
2` - ` 5/18"X 1-5/8'LAG SCREWS INTO W000 OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK
y 1 2-Sli'X S-1j2"X 3'x.t04" 5/18"SLEEVE ANCHORS CENTER SUPPORT REOD,ON DOORS
TC4>BOILER BRACKET(OOIIBIE) WITH 1-1/4"EMBED INTO MASONRY ExrcmwO 8 FT. IN HEIGHT PATH TWO WELDS AFRSTIAT•3`�O C.
3 PER BRACKET _
FASTENED W/(8)1 14 X 5/8"S.M.S. - A'-l CONNECTED TO FUO e�raGTALET AtWi Z
090 THK.GAL(.STEEL AD.}USTABLE W 3/8-11%3/4"BOLT k NUT
SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/<"X 13 CA. STEEL PUBES At�TO SDRIND SHAFT GUIDE WITH
W/6 11-18 X 3/4'HEX HEAD - WELDED TO 1-1/2'X 1-1/2'X 14 OA, ANGLE -- A—J (2)1/4-20 X 5/B'BOLT k NUT w
k NtlIS - FASS. BO T4 TRACK
WITH(4) I/4-20 53. BOLT k NUTS HOR2. TRACK LENGTH - OPENING HEICFD PLUS 12�
Z O
HORIZONTAL REINFORCEMENT VERIMaY.TRACK X h
1/2"X I-31C X.059"FORMED STEEL 14 GA.GALV. STEEL TRACK 2-1/B'X 1'X.080" VVVV
N VE���WI DD FASTENED TO SECTIO A-A
(2)3/18'POP RNM 2"X 5-1/Y X.104"STEEL
Y
a FASTENED W`TOP4)RER%OAlB ET FOR
0 )
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT D� + SECTION HEIGHTS BRACKET PLACEMENTS O
OLUEO TO PANEL ARD FAS FORMED TO 7 HS T 1ST 2ND 3RD 4TH STH 81 B2 83 B4 85 86 B7 Be
VERTICAL STILES wrm 8'--O" 16"18" 18"18` A T` 11-3/4' 23" 34" 45" 58` 87" -
(2) 3/18"POP RIVETS 21"18' 18'21" /A 1" 11-3 4 23" 34" 45' 58` 87' -
6/18"MEETING RB T-0' 21"21' 21'21"N A 1' 11-3 4 23" 34" 4b' S8' 87" -
7'-8' 18"18" 18'18" 18" i"' 11-3/4` 23' 34" 45' S8" 87" 78-1/4-
8'-W 21"18" 18' 18" 21" 1' 11-3/4" 23" 34' 45" 68" 87" 78-1/4 0_ t0
tO 1.82`DIA. X .50'ROLLERS SECTIONS ARE NUMBERED STARTING AT THE BOTTOM Cr
O W/ .44 DIA. X 4-1/4"STEM s FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. f }
b w a�1
OPTIONAL INSULATIONS:_�� g � 1S.9" TRACK xX 3.3'X.�"
EPOS-�ttEXPMOO POI.YSIYRENE 2-3/18' CK O01M
N.O.A. 107-1107.08 CON CTEO TO TRACK WITH
OR
1/4' BOLTS k NUTS.ISO- O uI
'op
DENSITY-2.0 P�OYANURATE 'Tf
N.O.A.107-0361.40 N m
OR
g 'riSUIFOAM LLC N
DENSUY-0.92 PCF =
N.O.A. 107-1018.07
fi GA.QAlV. STEEL yy�
ROLLER HINGES FASTENED C
W/(4)114 X 51W SMS m
MIN..024*ROLL FORMED STEEL PANEL y
DRAWING DUALITY 0-40 g
MIN.YIELD STRENGTH-34 KSI ('(�(fIGURATION E
WITH PRIMER AND BAKEO-ON TRAC`.r
PO.YSTER PAINTED TOP COAT g
APPLIED TO BOTH SIDES OF STEEL
fN
VERTICAL LIFT HnH LI �T�n o Ifr LOW HF9Qg� o s
DOUBLE TRACK
12 GA.GALV.STEEL Engr �I♦�T(S° IROLTUCTRwbbdwmod"
4
BOTTOM BRACKET FASTENED FLA PE/70592
W/(4)114 X 5/8"SMS C.A.N.1534 84"ft y
Li NO
BOY70M SEAL
AW
.058 ALM PLATES.M.S.0 48•oc. �ti0�t arowlnq�yno.
AND auBBER WFATHERSTRIPPDNO �1—d�
SFSTION A-A af�el 3 aT fi
z
8 h
z �
ANCHOR SPACING O
ANCHORS E EMBEDACNO 0 M
i 3 8 HLC SLEEVE BY mur cowl 1-1 4 1-5 B
3 8 C BY
8/18"%1-518' 3 8 U y
LAO SCREWS STEEL STRUCTURE BY OTHERS 3 pYHABOL7 BY I FILLED BLACK 1•-1 2 8' 3- Cas Z
AT 12'O.C. MUST SUPPORT THE LOMB IMPOSED 3 POWER- P ERS CONIC. 1-T 8 —CD W w
BY DOOR SYSTEM
3 B EVE-ALL BY SNFPSONS CONIC. r-1 2 1-7 8 O'D, 1
CONCRETE f'c-3000 PSI MIN. O ,'
8/18"DK. BOLTS ; I� ''C-90 GROUT FILUO BLACK Fm a 2000 PSI MIN. F JRA x
••e•`, '•. - YATN WASHER k NUI' _ W
rAIOOQ FRAME F3(liLt31NCS �; AT 12'O.C.MAK EDGE mST. y �
STUD WADS OR ODOR OPENING(NOT BY OAB DOORS)
SHALL AL FRAMED SOLID 8(HOT LESS THAN
(3 2X80 PRESSURE TREATED GRADE 2 SYP OR BETTER
b
STUD WALLS TO BE CONT.FROM FOOTING TO TIE BEAM.
£NGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-1 4 X 2-1 Y X 14 QA
SUPPORTING STRUCTURE. 1-1/2` 1-r/z" 01041:C
STEEL ANGLEj"'..
1-1/2'
�Q BUCK CONNECTION TO NASQNRY 12 GA.MV. STEEL $ gkg Q
OW
TRACK SHALL BE SECURED WITH CONI. STEEL ANGLE TO PRESSURE FLAT BRACKETS DO OP R
TREATED 2X8 SYP WOOD 44M WHICH SHALL BE ANCHORED TO AT 12'O.C.IN DOOR OPNC. I
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH AT 18"O.C.ABDVE DOOR OPNIC
CONNECTED TO CONT.AHOtE Z
I/
ULXRACON BY'ELCO'WITH SPACND OF W/(3)SPOT WELDS AT EACHAvow*T K
20"O.C.INia BLOCK WALL,WITH 2-1 4'MIN. EMBED
18'
INTO 3000 PSI CONCRETE, TH 1-3/4'MIN.EMBED TO TRACK PLATS
2-139-MIM.EDD£DISTANCE W/ 2).1/g %5/8"TRESS ND.
1/4"TAPPER BY'POWERS'WITH SPACING OF STu FAM tbC1t Y
14 O.C.INTO BLOCK WALL,W" 1-1/2"MIN. EMBED, o a 'I
18'O.C. IMTE,WITH 1-3/4'3000 PSI CONCRE1-3/4'MIN.EMBED - g d
3`MN,EDGE OISTANCE ALTERNATE TRACK INSTALLATION
3/8.OONFLEX BY'ELCQ'OR .
3/8 LOT BY TrW'WITN SPACING OF
24"O.C.INTO 3000 PSI CONCRETE, WITH 2-1/2'MIN.EMBED '
2"MIN.EDGE DISTANCE I, :44m•'• pKBOppEM�RByEyBp
3/B'MLC SLEEVE BY'H&TI'WITH SPACING OF FIA.PE k 705Bz Byilldtll8-Oo�t Pb g I
"roll
7'O.C.
INTO BLACK WALL,MTH r-T/4"MRI, EMBED,4"MIN, EDGE 01ST, ,C.A.N. 83p No/$..J_ _�s
18'0A,INTO 3000 PSL CONCRETE,llAiti 1-1/4'MN,EMBED N6 (.•. ' a��'"7""6
2-1/2"MIN. EDGE DISTANCE
THE BLOCK IWALL CELLS SHALL BE GROUT FILLED AND REINFORCEDVNT
ALL kL BE CONTINUOUSRS FROM TIE AND INTO
FOOTING, `+ csoaud drawing no.
IPRFPARATION OE_JAMBS BY OTHFRs P 01-09
Bh4et 4 of 5