HomeMy WebLinkAboutPLANS5-1
SIDEWALL ELEVATION
N.7.5
4" 5LAE,
I LAYER
SAN OUT'
C L F�UNPATION JT5, AT
FOUNDATION PLAN
N.T.S.
U,
n
2 NO. 5 CONT
22"
77 �T
NO. 5 052" O.C. TYF.
FRONTWALL ELEVATION
N.7.5.
REARWALL ELEVATION
N.T.�5-
V41TH SILAS HITHOUT SLAB
4-NO. 4 BARS CONT. I
#6 TIE BARS a5'-O" O.C.
SECTION A -A
N.7.5.
51T--T 1/2" OUT TO OUT OF FOUNDATION
2211 HITH SLAB HITHOUT SLAB 221,
4 NO, 4 BAF5 CONT.
------------
A
// T\\F/
NO. !3 052" O.C. 7YF. 41, TYR SECTION 13-13
N.T.S.
GENERAL NOTES
1. ALL MATERIAL AND HORKMANSHIP SHALL CONFORM V41TH
THE REGUIREMEN7�5 OF THE 2006 SUPPLEMENT OF THE .2004 F5r,
2. NO LOADS OTHER THAN TH05E 01VEN UNDER 'DE5(5N
DATA" BELCH BE IMPOSED ON THE "STRUCTURE".
5. THE FOUNDATION ON THE DRANINC, 15 A SUCSOESTEP
SOLUTION ONLY. CHANOES MAY BE NECE55APY DUE
TO LOCAL BUILPINC, REOULATION5.
4. THE FOUNDATION SHALL BE FOUNDED ON NATURAL
UNDISTURBED BOIL CAPABLE OF SAFELY eU5TAININCS
2000 PSF. AND AT LEAST 12 IN. BELCH FINISHED
ORADE.
5. SLAB ON CRAVE SHALL BE PLACED ON SOIL CAPABLE
OF SU5TAININS, 500 PSF, V41THOUT APPROPRIATE
SETTLEMENT.
6. BUILDINO MUST BE (SROUTED INTO TROU(5H INSIDE
AND OUT TO MAINTAIN STRUCTURAL INTEORITY
-7. GROSS TIES MUST ME INCA5ED IN CONCRETE NHEN
CONCRETE SLAB IN NOT USED.
e,. VERIFY ALL FOUNDATION DIMENSIONS HITH STEEL
FACTORY BEFORE CONSTRUCTION
q. DRANINOS ARE FOR PERMIT ONLY DIMENSIONS
ARE N07 FOR CONSTRUCTION.
ARCH DATA 24 2"
ApprovoLNurnipers:
Aztec. Steel BuildinQ Cor
FL-551r; Arch Panel (Oolvolume 4 Color Roof
and 51CICV4011 Systems)
FL-5&qC�: Standard Endv4all Panel (5.5" deep / 6alvolume)
Steel mjt-�20�:
FL-5aq5i ("R" Panel / Cae Channel Color endNoll s�ystem5)
DESIGN DATA
STEEL &AU(9E: 23
50 K51 MIN. YIELD
5ALVALUME SHEET STEEL
LIVE LOAD: 55 FSF
KNO, LOAD:V55=140 MPH EXF. 6
ADDITIONAL HIND DE51ON INFORMATION
1. Basic Hind Speed = 140 mph
2 . Hind Importance Portor = 1.0
5. Hind exposure = 5
4. Applicable Internal pressure roeFflclant= ±055
5.Components and Cladding designed by others shall be
designed for a "Ind pressure of ±40 psf.
MATERIALS
1. CONCRETE 57RENOTH AT 2a DAYS To BE 2500 P51
2. REINFORCIN& STEEL TO BE DEFORMED BARS.
ORAPE 60,
5. ALL MATERIALS SHALL CONFORM TO THE
APPROPRIATE ASTM SPECIFICATIONS.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
COMPLY WITH ALL APPWCAILI CODjS,
CONCEMS FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBUN OF ME
CONWMROF=RO
"-#1 .0. 0.
STfLUCIE COU
.BUII'LDING DIYA
F OR P
R !Ver
EVIEWED BY
DATE
ERMIT
MU8T4 E KEPT ON JOB OR
NO INS CTION WILL BE MADE
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ARCH PANEL
USE HILTI KNIKI BOTL 11
1/2"(P 2 5/4" LONG INTO TROUGH
5/16"x5/4" LON& 13OLTS Oq" 0,0.
1/4" PUNCHED METAL
STRAPPING
ARCH PANEL BOLTING DETAIL
DRILL HOLES IN HEADER
AND VERTICAL FRAME TO
,JAMB/HEADER CLIP USE 5,
LONG E30LTS
HEADER CLIP DETAIL
NOT U5EC)
ARCH PANEL BOLTING DETAIL
ARCH PANELS
ci OA.-JAMB/FLOOR CLIP
ZINSERT.JAME3/FLOOR GLIF
INTO BOTTOM OF DOOR FRAME
JAMB CLIP DETAIL man door onli
NOT U5ED
INNE�Z CURVED
OVERHEAD PC
GUIDE
SA
LAIROE OUTER CURVED
ANGLE
2X6 cl&" O.C.
4ARD'rBOARD
ENDWALL PANEL BOLTING DETAIL
X12 N/ 1/2" FL'rNOOD OLUEP AND
LED BETNEEN
-.4EAD DOOR
HEADER CONNECTION DETAIL overhead door onl
PANELS
BOLTS 07" O.C.
ARCH PANEL BOLTING DETAIL
E5/16"x5/4" LON& BOLTE,
ARCH PANEL CONNECTION DETAIL
E5" LAP
NOT U5EE)
ARCH PANEL
USE NON-FcROU5 CONCRETE
OR GROUT RFFINED CONCRETE 5000
F51 STRENGTH OR GREATER MA"r AL50
BE USED
ARCH GROUTING DETAIL
THE ARCH 510EHALL AND ENDNALL TROU5H 15 GROUTED
E30TH IN51DE AND OUTSC)F. THE NSIPEE;� Tl;POUrH
15 FILLED UP NITH A LOROE 5LCFE �250)
ANA'T'FROM STEE. 2 INCHES ABOVE CENTER LINE
OF 2ND
SET OF BOLT
O
S.
ENDWALL GROUTING DETAIL
NOT USED
Z 2X�
OVERHEAD DOOR ATTACHMENT
INSIDE VIEN (POOR OPTIONAL)
co
2X65 ARE BOLTFn TO BUILPINO DOOR -JAMB
OVERHEAD POOR TRACK 15 ATTACHED EVER-r
24 INCHES TO EACH ARCH V41TH 2X2XI/4 15 0A
ANGLE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT To ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY If NECESSARY IN ORDER TO
COMPLY WITH ALL APPUCU61 Coprig,
CONCEA3 FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBIM OF THF
CONTRACTOR OF F�FCON
1/4"Xg)" PUNCHED METAL
ARCH PANELS STRAPPING FOR ANCHORING
INNER CURVED ANGLE
OUTER CURVED AN51-E
2X6616" O'c'.
EXTERIOR HARDrBOARP 51PINO
ENDWALL CONNECTION DETAIL
NOTU5EP
TO ARCH FANEL
�USE 5/1&"X3/4" LONG EOLT5
USE STAINLE55 STEEL HILTI KiNIK BOLT 2,
1/2"(PX 2 514" LON& INTO FOUNDATION
It LiZT.lLlyw--cOUNTY
BUILDING DIVISION
RIEVIEWIED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
E3
E3UILPINO TO 5TEEl
TIE
r�)ONNS NO INSIDE TION WILL BE MAUc
-
FOR ANr�HOFZINO DURINO EREC�TION ONLT.
PERMANENT ANCHORINO STRENOTH 15 DERIVED FROM
NO 7ROUOH FOR 0009 OPENING C�ONGRETINO/OROUTING BUiLDINO INTO FOUNDATION AT BASE
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dro"n bu R.E.5.
5haet no.
ENDWALL PANEL BOLTING DETAIL
OF TWO
17.1
N.T.5.
4" SLA13
I LA'rER
SAN CUT
C... L. UNDATION JT�5. AT.
FOUNDATION PLAN
N.T.S.
�9,0�
FRONTWALL ELEVATION
N.T.S.
OPADWAI I 1=1 I=VATION
HITH SLAB P41THOUT SLAB
4-NO. 4 BARS CONT.
#6 TIE BARS oV-C" O.G. A
-1 --1'-
I- I -
No 5 a 52,, or, TYF --/ 4" TYP.
SECTION 13-13
"V I I" �� - � � 1,
Q9:r-T1AK1 A -A
OUT TO OUT OF FOUNDATION
V41TH SLAB HITHOUT SLAB
W', TIE BARS aa,-v b.]. /
N.T.S.
L7 N
GENERAL NOTES
1, ALL MATERIAL AND HORKMAN5HIF SHALL CONFORM NITH
THE REQUIREMENTS OF THE 2006 SUPPLEMENT OF THE 2004 F15C
2. NO LOADS OTHER THAN TH05E 01VEN UNDER "DESION
DATA" SELON BE IMF05ED ON THE `STRIJ�' TURE".
5. THE FOUNDATION ON THE DRANIN& 15 A 5UOr5E57ED
SOLUTION ONLY. CHANCES MAY BE NECE55ARY DUE
To LOCAL 5UILPINO REOULATION5,
4, THE FOUNDATION SHALL BE FOUNDED ON NATURAL
UNDISTURBED F501L CAPABLE OF SAFELY SU5TAININ5
2000 FSF. AND AT LEAST 12 IN. BELCH FIN15HED
&RAVE.
5. SLAB ON ORAVE SHALL BE! PLACED ON 501L CAPABLE
OF 5U5TAININ6 5CO F5F. V41THOUT APPROPRIATE
SETTLEMENT.
6. BUILDIN<5 MUST BE SROUTED INTO TIROUOH IN51PE
AND OUT TO MAINTAIN STRUCTURAL INTE-CRITY
'T. CRO55 TIES MUST ME INCA5EP IN CONCRETE NHEN
CONCRETE 51-AB IN NOT USED.
e�. \/ERIFY ALL FOUNDATION DIMENSIONS NITH STEEL
FACTORY BEFORE CONSTRUCTION
,1. DRANIN(55 ARE FOR PERMIT ONLY DIMENSIONS
ARE NOT FOR CONSTRUCTION.
ARCH DATA 24 2"
AzteC. Steel Building 00
PL-5e�crli Arch Panel (C�cllvolum* $ Color ROOf
and 51dewall Systems)
FL-59�,Ie,� Standard EndNall Panel (5.5" cleep / eolvoli)me)
Steel Built COC12:
FL-5e�cl5i (11R11 Panel / Cee Channel Color endNoll systems)
DESIGN DATA
STEEL 6AUOE:25
50 <51 MIN, YIELD
(SALVALUME SHEET STEEL
LIVE LOAD: 55 F5F
HIND LOAPtV55=140 MPH EXP. 5
ADnTIONAL HIND DESION INFORMATION
1. Bastc. Hind Speed = 140 mph
2. HInd Importorre factor = 1.0
5. Hind exposure = 5
4. Applicable lnt--mql pressure ao-aPficlant= ±055
5.Comporent5 and 61odding desigreeJ by others sholi be
designed for a viind pressure of t4o psf.
MATERIALS
1. CONCRETE STRENOTH AT 25 DAYS TO BE 2500 FSI
2. REINFOROINO STEEL TO BE DEFORMED BARS.
r5RADE &0.
3. ALL MATERIALS SHALL CONFORM TO THE
APPROPRIATE A5TM SPECIFICATIONS,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBITY OF THE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH A" APPWQAaLj GOD%
OCT - 3 2007
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