HomeMy WebLinkAboutANCHOR DETAILD
POURED CONCRETE OR
REQUIRED TO BE WOOD
DOUBLE R•x0' WOOD STUDS
REOUIRED TO BE WOOD
DOUBLE 2'MD' VDOD STUDS
_CONCRETE BLOCK GROUTED CONCRETE
W/ G - 0.55
NAILED TU SHCATHING RED-D.
Yr/ G - 0.55
NAILED TU SHEATHING REQ'D.
WALL REQ'D BLOCK WALL REO'D.
I_ MAX. 1/4'
-I SHIN SPACE
(SPECIFIC GRAVITY)
MAX, 1/4'
� SHiFI SPACE
SPECIFIC GRAVITY)
( )
MAX. 1/4'
SHIM SPACE
' JAMB ( %!
(
(SEE
JNgOn:::
SHEET 5).
�
(SEE SHEET
•-�-
5) r
(SEE SHEET 5)
- -0 -GROUT '
g
E0.
E0.
J
O
404�_
as
a
SPOT
WELDS
SPOTI
f
SPOT
WELDS
WELDS
A
I
O
° I '•'° 3' MINI SIIG. E0,
4' ! Ex `a I L
! ` I `T 0 JAMB
1 �y JAIAB
CONTINUOUS CAULK
CONRNUOus • - BBB000
CONTINUOUS CAULK
_ CAULK Boni c I s H SIDES
CAULK i� BOTH SIDES TN �oEs {TYP.)
SIDES (n"P-) 1 1/2' L_ BOTH SDDES (rn'•) �...-3'_ -) Z•--3'MOR'�
4' MIN-d JOINT MIN 3/B-16 X 6' STEEL
3(0' FLAT STEEL 9 3/D' X 6' WOOD 4,RRIAGE BOLT
SLEEVE ANCHOR SCREW LAG DOLT
Z' tJA50NRY WIRE MtplOftS IN IIOW2. MORTAR V/ NUT AND VASFIER,
J ItAIABSQSOLIDGROUT PER
®INSTALLATION ❑F 3/800 CARRIAGE
AWNN ca76 76 YIJ/ MtFI. COMPRESSION STRENGTHOINSTALLATION ❑F 3/8'0 LAG
OF 2.5 Ksi (SEE SHEET 5) 2 INSTALLATION ❑F BOLT o TO WOOD FRAME WALLS
�,, SCREW (� T_❑ WOOD FRAME WALLS
OWIRE ANCH❑R ® SLEEVE ANCHOR T❑-�
INSTALLATION TO MASONRY WALLS
MAX
MASONRY WALLS SHIM SPACEJAMB 1U �
5 MIN. DOUBLE a'x4• WOOD MIN. Fy-33KSl STEEL
f STUDS REO'D W/ G - 0.55 CHANNEL W/ MIN. -� O SPOT WELDS
C�✓ (SPECIFIC GRAVITY), AS SHOWN OR ® MIN. CAGE WEB
DOUBLE IR GAGE METAL STUDS (Fy-33 KsD
08 IS -I I-1.n60 j (D JAn78Ut 3/NU BOL
( ' AD 1 8 NUT
-SPOT WELDS•
itiiii.•'�• :,•:'. �:1 . �'?: i�,i':(i [i 0 00 _ A� (SEE SHEET 5),{
5.6250 10.625L11
i
to 1
_(4) j0 1Y/ 1-1/4- MlN.
1HREAOED PENETRATION CLIPIN STUD
F.H. WOOD SCREWS ANCHOR
PER ANCHOR (SEE SHEET 5)
1/2- IAN. GYPSUM WALL
BOARD OR PLYYIDOD
o&G`0
INSTALLATION OF 2 PIECE
COMBINATION STUD ANCHOR
30 INTO WOOD FRAME OR
METAL STUD WALLS
4 CUPIN STUD
ANCHOR
(SEE SHEETS) Aa
MIN. Fy-331(.i STEEL
CHANNEL, W/ MAL-
TS GAGE WEB
ANCHOR DETAILS)
e
ANCHOR. SCHEDULE
SINmC DOORS
001au wigs
SILL
CORIIEN
SPAC
ANRs
CORNER
SPACING
SILL
COR MR
SPACDM
,nxe4
[O¢�ERS
IlXI D
DETAIL
mam
SMIPATE
2no
Im n[CVC Avowi .
COt ETE
U. IIASOTIRY
L•
Ir DC
d'
21' QC
6'
Ir ¢
6'
el, DC
6/10
3/0• SDLT L NW
STEEL
6•
12. OC
6•
el- DC
6'
le, OC
6•
21. OC
3/10
2/0• LAG SCREWS
ya3D
61
12, 0-
6'
16. OC
6'
Jr OC
G.
12' OC
SAID
CLIP-14 STUD ANCi0R3
VCOD STUDS
11 / A
T-
17' OC
N / A
6'
17, OC
WID
CLIP -IN STUD ANCHORS
NEIAL STUDS
N / A
9•
17. OC
N / A
9'
17, DC
IAtR
NASVAT VTRE
MASONRY
N / A
16•
16' OC
N A A
16•
16, OC
7/10
DIRECT VELD
SIECL
N / A
V
RI' OC
N / A
6'
ev DC
D-DA7
]N6' IMCON IlV/DULLDEII➢
y 12. OC
N / A
U / A
S' 12. OC
H / A
11 / A
ANCHOR NOTES: Siu�ctE'Ia"�av°(1°L�CwS AND OTI�QA
ySTAAYC
L SEC ENTERODt LLEVATIOY L ANUI R SCHEDU.0 FOR ANCHOR ALL INISNES. CS
LLATiQN i1F 3/$n4!.� aDto7J0xs A p na SPACING. a �MW CG4PAcut�STREr""L.GLtNavE
S .TO STEEL-C HeYN1�E!`, L NO AUDWS RCG➢RED AT r ..E Hawn GTH"r-T'NAED wsman'HALL RE ASTN C90 MOO
L WITH NIN Zolfo PSI GREW.
�1 ARDI R SCIFDULC GI VCS INAgLY CORNER ➢ STAMCC PUT] SPACING
0. V000 HOST SrRUCTVZC SMALL D:
FACE-'tEL 4• %JC r SHALL'PE DASTALLED DI ACCORDANCE WITH SOUTNEIW PINE' G-0$ OR GREATER OJ6NY.
GE SNCOME II N0N ALTURCRS' RECa4'QNOATOTS.
9I FRAMING, ASTVAL SEED IISE IS VDOR
I/B"-T2' 0. SEAL IN D OUNDti R. T_FnL CVE aroOaR OPIR7IS fOR UrsTALLAiIaV r0 @`A1ETE R VERIFYE%ISTI S mRS RE N•Ar VARY. FIELD
WE705 ALL AROUND CAQIri1LL[D VERIFY TWAT RS. tril' I ARE LvV ATCUnal VOO➢
-HEAD DR parr. FIRMING'STU LENDERS, ATC IHAL HAVE l (LINO'
HEAD 01 7/0' RED HEAD COFED. SLEEVE N.DIE 10. •'MICA' SU0.STgATE SIVit HAVE 183A 010A0')
Vlal ILTI NM E(EEVE FU4' MIN 1-1/ - MN C. HTN TIIONLSS
3/e- TOUT IILC DISTANCE
NtLHDR VIM 1-1/A• MN ENDCO,
M NIN LAG DI9TAt;E A IMRS 2 S L HA USED VIM SLR
DI 3A0' LAG CENSUS SHALL PAVE 2' Wt! O.ftD 6 l-l/r MIN CIYE (IF THREADS
DS In ASS tyt019M 6' 1/2' INGAGCNENI
OI9TANA. CIF TNREAOS IN BASE A1:CItpR.
SAC.- TAPEMNS V/ I 1/e• HIM ENRMVa L 2 V2• MtN, COGC
DISTANCE. AT J�AIID& Y WIRE AIK17R5 ARE O'1Y l8iR.iCABLE
1je
\Lll„ ;g17p1�C/� FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE)
\\\ �� • EJ�V�••�'•� _ cm,
n� OINSWING COMMERCIAL GALVMTM. DOUBLE & SINGLE SERIES- UDBONEAL OR DRAITN Rh
STAINLESS STEEL FRAME DOOR UL
p _ SH OR EMSOSSED
Pdo. 4987 i 1L EC®F►,a. DAYBARUINDUSTR ES LTD
00/OS/17
TILLIT TC5TMO a- ENGINECTt1N- COMPANY S0 RLSI l� ORAMPW'I. DATE
esaNLa. Inw. sW. ,�], Yacru c.ADOn. N. Hue a avm0. LOT 7JA
:• ` rta�. N tw�nSTn-NG tli ru : (m7on-N6.n TEA: Yaa Di5-WJD rAR 90, e25-1204 17-135
Q� ' L�/ ' .-m L DILKAowewNP
� ••..•' \\v, 'N' ®.000"'J m. a r®avlNa wx oasnea• ua OItA167116 No
ATALTLR 0. rLUr JA. P.E. as Nn-ola m/PI/n m
TLMDA ... 8 AA107 SWEET 10 DP IO
EXCLUDES
x
Q 111
POURED
CONCRETE
- REQ'D.
NIM 2-2'x4'
:-WOOD PLATE
HEADER x
T �
1 112' MIN, GYPSUM J O
WALL BOARD OR
PLYWOOD SHEATHING 1 (BEYON
i 32 & 33 =+= 3 & 33
I =s= 18
SEE MULLION
i INSTALLATION o 0
SHEET 9, AS
APPLICABLE w w
/,-(D BEYOND W z
a
i
w f- cU
77;-
i
ww
J W
—
I
W T
i
W
LJ
ILINEOR
POURED 9. a' u- 40
CONCRETE. 3/16'0 TAPCONS
REQ'D 2 12' O.C. MAX.
SECTION D-D
SINGLE DOOR DOES NOT NEED MULLION
LATCH ONTO REINFORCED JAMB
45 deg 141TERED
JOINTS WITH (5)
KNOCK -DOWN
CORNER TABS.
OPTIONAL, WELD
AT 2' FACES
(GRIND SNDOTW
1/7 FRAME CORNER'.TABBEII
KNOCKDOWN ASSEMBLY
CONTINUES SAME
AS SECTION D-D ]]"`
CAT BOTTOM) aah
SECTION E-E -
STRUCTURAL
STEEL CHANNEL
MIN. 18 GAGE m
SEE DETAIL
7/10
CONTINUES SAME
AS SECTION D-D
(AT BOTTOM)
SECTION- B-B
& 33
STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO
,CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL
FLORIDA BUILDING CODE (OGH & NON HIGH VELOCITY HURRICANE ZONE)
02— wcco m.
DOUBLE & SINGLE SERIES 8030 & 4080
OUTSWING COMMERCIAL GALVANNEAL OR
STAINLESS STEEL FRAME DOOR
DRAWN By,
NL
FLUSH OR EMBOSSED
tL ECOtNe.
DAYBAR INDUSTRIES LTD
CATS
TRLr TEsnNO & EHO,NEERING COMPANY
so Ial om oAmwP t
17-135
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