HomeMy WebLinkAboutPLAN - 09-00245 - Snellgrove - Carports for Bldgs 1, 6 & 718' -0"
36' -0"
18' -0" 9' -0"
PURLIN g
BEAM
#12
MIDSPAN -
�(4)
-
SEE
SCHED.
"X1O'1X14GA
BRACING
EACH PURLIN
2
SCREWS
U
ANGLE CLIP
EACH TOP
- TO
SS
DECK
AND BOTTOM
f EACH
3EAM
29GA. ALTA RIB
PANELS
00
1
(Fy = 80
KSI)
3.
10" x 2 1/2" x
12GA CEE
ROOF PURLINS
(F = 55
KSI)
2A
(2) 10" x 2 1/2"
3
i
BRACE BEAM
KSI)
4.
7 1/8" TO 7" X
4" X 12GA.
J
TAPERED
CEE
N
(
1-
(2) 12 x 3 1/2"
o
I
3 &4 COLUMN
I
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2A
FOUNDATION DIAMETER
24" 0
i I
I
FOUNDATION DEPTH
U) I
SUCH CHANG!.-S SHALL BE THE LEGAL AND FINANCIAL
W
p
,
I
- BEAM GONN.
7' -3"
INVOLVED AND IT SHALL BE THEIR RESPONSIBILITY TO REPLACE OR
SPREAD FOOTING DEPTH
36"
REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER.
CAISSON FOOTING
I c�rr can, ,rr•�, n r
� -.
CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING,
z
CONCRETE.
GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO
-
HOLD STRUCTURAL ELEMENTS IN PLACE DURING ERECTION. THESE
PARA 4.1.3: THE USE OF EARTH CUTS FOR FORMS IS PERMITTED.
PROVISIONS ',HALL REMAIN IN POSITION UNTIL SUFFICIENT
PERMANENT MEMBERS ARE ERECTED TO INSURE THE SAFETY OF
PARA 5.2: REINFORCING SHALL BE NEW BILLET STEEL COMPLYING
THE PARTIALLY ERECTED STRUCTURES. THE COPNTRACT
o I
STRUCTURAL ;,DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. OBSERVATION VISITS TO THE SITE BY THE
5 COLUMN
STEEL ROOF DECKING
STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE
ABOVE ITEMS.
STEEL ROOF DECK SHALL BE AEP SPAN "ALTA- RI B(X -SPAN)"
+
9 ENGINEER OF RECORD
THE STEEL DECK INSTITUTE; ASTM A792, ASTM A653, OR ASTM
_ FO UN DAT ION
A611 WITH A MINIMUM YIELD STRENGTH OF 80 KSI AND A MINIMUM
CONSULTANTS IS ONLY RESPONSIBLE FOR THE CONTENTS OF
TENSILE STRENGTH OF 82 KSI. CONNECTION TO FRAMING
THESE DRAWINGS AND STRUCTURAL CALCULATIONS AS PROVIDED
MEMBERS SHALL BE SIX (6) #12 TEKS x 3/4" SCREWS, ICBO
FOR THIS PR(')JECT. BAJA CONSTRUCTION CO., INC. AND THEIR
-
ER -5617.
ENGINEERING CONSULTANTS ARE NOT CONSIDERED THE ENGINEER
6.
LIGHT GAUGE STRUCTURAL STEEL FRAMING
-
ALL LIGHT GAGE STEEL FRAMING MEMBERS TO BE SUPPLIED BY
STEEL SYSTEh.4 CANOPY /CARPORT /RV & BOAT STORAGE /OR
ASC PROFILES (AEP SPAN) WITH CITY OF L.A. CERTIFICATION #1688
MINI - STORAGE. SYSTEMS THAT IS SHOWN ON THESE PLANS.
OR OTHER MANUFACTURERS W/ SIMILAR QUALIFICATIONS.
THESE PLANS ARE APPLICABLE ONLY TO THE SPECIFIC PROJECT
ALL STRUCTURAL STEEL FRAMING MATERIALS AND ERECTION SHALL
NOTED ON THE PLANS. IN ADDITION, THESE PLANS ARE ONLY
BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN
APPLICABLE TO THIS PROJECTS PROVIDED BAJA CONSTRUCTION
%n
I
COLD- FORMED STEEL STRUCTURAL MEMBERS ".
10. ALTERNATE i 7 00TING AND OPTIONAL TRIM
ALL WELDING TO BE PERFORMED BY WELDERS HOLDING A VALID
IF THE ALTERNATE FOOTING SHOWN IN THIS DRAWING IS REQUIRED,
I
THERE WILL BE AN ADDITIONAL CHARGE FROM BAJA CONSTRUCTION.
STEEL. CERTIFICATES SHALL BE ISSUED BY AN ACCEPTED TESTING
AGENCY. DO NOT DRILL OR NOTCH MEMBERS WITHOUT PRIOR
THE OPTIONAL- TRIM SHOWN IN THIS DRAWING CAN BE PROVIDED
PURLIN
BY BAJA CONSTRUCTION FOR AN ADDITIONAL CHARGE.
COLUMN
SEE SCHED.
SEE SCHED.
ROOF
FRAMING
PLAN
I /8"= 11 -o"
BEAM
SEE SCHED.
COLUMN
SEE SCHED.
4 COLUMN TO 5E:A4M
CONNE=CTION N.T.S.
#12 50V45 VV 5/5"0
ROOF DEC ( DOME WASHER PER PANEL
PER SUPPORT
-- 1 -- - - - - -- ----- - - -I --
I" WIDE x 266A STRAP
(1)12 -14 x 3/4" BRACE W/ (2) ®12 -14 x 5/4"
LONG TEK SCREWS LONG TEK SCREWS W/ 5/8"
ch DOME WASHER EACH
END EACH SUPPORT
L I
7a" TO 7"
TAPERED
7 1 /8" TO 7" x 4"
DIAG. BRACE
#4x12 EACH
DIRECTION
(4) #6's REBAF
(8) #6's REBAR -�
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PURLIN
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SCHED.
A
PURLIN
ROOF
DECK
PURLIN
#12
SCREWS EACH ROOF
�(4)
CORRUGATION DECK
OCCUPANCY GROUP
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"X1O'1X14GA
(4) #12
EACH PURLIN
4
SCREWS
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ANGLE CLIP
EACH TOP
- TO
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DECK
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2 PURL TO E EAAM
C ONNE =C T ( N.T.S.
PURLIN
#12 SCREWS EACH
CORRUGATION
TO
TO
ACM
EACH H
BEA SCREWS
�(4)
#12 SCREWS
OCCUPANCY GROUP
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SPECIFIED MINIMUM YIELD POINT OR GREATER. THE ASTM, GRADE,
TO
EACH PURLIN
2A PURLIN TO E3E=A4M
CONNECTION N.T.S.
(4) #12 SCREWS ROOF DECK
PER PA!EL PER #14 X 7/8" LAP
SUPPORTW '0 TEK SCREW Wj "O
DOME WAS HER DOME WASHER
FIN15H GRADE
1 _ �� 1 Z' \ I 2LGA SIDE
�� LINE TRIM
;p 146A END CLOSURE
3" CLR. TRIM CONT. ATTACH
---- M I N. TO FASO 1 A RAFTER
SEE GENERAL
STRUCTURAL NOTE #10
ALT. SPRE=AD 1=0071 N6;.
N.T.S.
3j 3j
N
(2) 12 "x3 1/2"
COLUMN
t
�i►
8 PURLIN 5RAC I NCG
N.T.S.
C.I.P. C
CAISSOI`
7
e Y,,
0 PURLIN -�
COLUMN -
0
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5' -6"
12' -6"
MODEL NO. BSP
5' -0" 2' - 6 "
3' -6" 6' -0" 3' -0"
OCCUPANCY GROUP
U
SPECIFIED MINIMUM YIELD POINT OR GREATER. THE ASTM, GRADE,
TYPE OF CONSTRUCTION
SLOPE
AND OTHER SPECIFICATIONS SHALL BE INDICATED BY SUITABLE
DEPTH OF CAR SPACE
U
I/4:12
BAY WIDTH
- 18' -0"
ROOF
DECK
9' -0"
7. FASTENERS
ROOF DECK
29GA. ALTA RIB
PANELS
Q
Li-
(Fy = 80
KSI)
3.
10" x 2 1/2" x
12GA CEE
ROOF PURLINS
(F = 55
KSI)
2A
(2) 10" x 2 1/2"
3
i
BRACE BEAM
KSI)
4.
7 1/8" TO 7" X
4" X 12GA.
J
TAPERED
CEE
(Fy = 55
KSI)
1-
(2) 12 x 3 1/2"
o
I
COLUMNS - STEEL
I
I I
KSI)
FOUNDATION DIAMETER
24" 0
i I
I
FOUNDATION DEPTH
8' -3"
SUCH CHANG!.-S SHALL BE THE LEGAL AND FINANCIAL
if ii
II II
p
,
1
i
7' -3"
INVOLVED AND IT SHALL BE THEIR RESPONSIBILITY TO REPLACE OR
SPREAD FOOTING DEPTH
36"
REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER.
CAISSON FOOTING
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S-IN
iCHED.
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N.T.S.
TYP
7 „ 2 j„ 2j "
0 0
( 2) 10 "x2 1/2' 10 "x2 1/2"
BEAM PURLINS
MEMBER PROFILES
SEE SCHEDULE FOR MEMBER THICKNESS (GA)
W/ (1) #12 X t"
TEKS /2 AT TOP 8
BOTTOM FLANGE
#14 X 7/8" LAP
TEK SCREW W/"
0 DOME WASHER
® 3' -0" TOP &
BOTTOM
I "x1/2 "x266A ANGLE
5' -0" O.G. W/ (2) #�
LAP TEK SCREWS w/ 5/8 "O
DOME WASHER ® ROOF
CONNECTION
LO
L 2ci a.
PURLIN FRONT/BACK LINE SEE GENERAL
TRIM STRUCTURAL NOTE #10
DECK l$ PURLIN CLOSURE: TRIM -7 6" CLOSURE= TRIM
CLOSURE- N.T.S. N.T.S.
(OPTIONAL) N.T.S.
SCHEDULE
U)
MODEL NO. BSP
CODE
STRUCTURAL 'STEEL MEMBERS SHALL BE FURNISHED TO THE
OCCUPANCY GROUP
U
SPECIFIED MINIMUM YIELD POINT OR GREATER. THE ASTM, GRADE,
TYPE OF CONSTRUCTION
V -B
AND OTHER SPECIFICATIONS SHALL BE INDICATED BY SUITABLE
DEPTH OF CAR SPACE
U
MEANS ON OkCH LIFT OR BUNDLE OF FABRICATED MATERIAL.
BAY WIDTH
- 18' -0"
_
HALF BAY W IDTH
9' -0"
7. FASTENERS
ROOF DECK
29GA. ALTA RIB
PANELS
Q
Li-
(Fy = 80
KSI)
3.
10" x 2 1/2" x
12GA CEE
ROOF PURLINS
(F = 55
KSI)
CO
6
(2) 10" x 2 1/2"
x 12GA CEE
ROOF BEAM
(Fy = 55
KSI)
4.
7 1/8" TO 7" X
4" X 12GA.
DIAGONAL BRACE
TAPERED
CEE
(Fy = 55
KSI)
�
(2) 12 x 3 1/2"
x 12GA CEE
COLUMNS - STEEL
(Fy = 55
KSI)
FOUNDATION DIAMETER
24" 0
REQUESTED. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL,
FOUNDATION DEPTH
8' -3"
SUCH CHANG!.-S SHALL BE THE LEGAL AND FINANCIAL
SPREAD FOOTING WIDTH
3' -0"
RESPONSIBILI -Y OF THE CONTRACTORS OR SUB - CONTRACTORS
SPREAD FOOTING LENGTH 1
7' -3"
INVOLVED AND IT SHALL BE THEIR RESPONSIBILITY TO REPLACE OR
SPREAD FOOTING DEPTH
36"
REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER.
2 .133"
0.7" 9"
N
2.133"
ALTA -RIB PANELS (OR EQU
GENERALSTRUCTURALNOTES
U)
1.
CODE
STRUCTURAL 'STEEL MEMBERS SHALL BE FURNISHED TO THE
\
2006 EDITION OF THE INTERNATIONAL BUILDING CODE
SPECIFIED MINIMUM YIELD POINT OR GREATER. THE ASTM, GRADE,
T
0
2004 NAI -AISI COLD- FORMED STEEL DESIGN MANUAL
AND OTHER SPECIFICATIONS SHALL BE INDICATED BY SUITABLE
N
U
MEANS ON OkCH LIFT OR BUNDLE OF FABRICATED MATERIAL.
2.
LOADS
p
LO
ROOF LIVE LOAD: = 42 PSF, SNOW
7. FASTENERS
U
f 1
WIND LOAD =
: 90 MPH, EXPOSURE C
1 FASTENER )9
STEEL SCRE N R -
E E S SHALL BE VS RAN
BRAND SELF TAPPING
Q
Li-
_
SCREWS BY D.B. FASTENERS (ICBO #5617) OR EQUAL
3.
FOUNDATION
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FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING
8. CONTRACTOR
CO
6
PRESSURE OF 2000 PSF AT 36" BELOW FINISH GRADE OR
THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUEST FOR
EXISTING NATURAL GRADE, WHICHEVER IS THE LOWER ELEVATION.
MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. NO
4.
CONCRETE
STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE
W
��
MADE IN THE FIELD UNLESS PRIOR WRITTEN APPROVAL IS
ALL CONCRETE REQUIRED HERE -IN SHALL BE DONE IN
OBTAINED FROM THE ENGINEER. SHOP DRAWINGS SUBMITTED TO
�
ACCORDANCE W/ ACI STANDARD 318 -05, SPECIFICATIONF FOR
THE ENGINEER FOR HIS REVIEW DO NOT CONSTITUTE "IN WRITING"
bo
STRUCTURAL CONCRETE FOR BUILDINGS ", WHICH IS HEREBY MADE
UNLESS IT IS NOTED THAT SPZCIfiC CHANGES ARE BEING
x
W
A PART IF THESE DOCUMENTS, WITH THE FOLLOWING
REQUESTED. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL,
C3
MODIFICATIONS:
SUCH CHANG!.-S SHALL BE THE LEGAL AND FINANCIAL
O
x
RESPONSIBILI -Y OF THE CONTRACTORS OR SUB - CONTRACTORS
PARA 2.1.2: CEMENT SHALL COMPLY W/ ASTM C15O, TYPE 11,
INVOLVED AND IT SHALL BE THEIR RESPONSIBILITY TO REPLACE OR
AND SHALL CONTAIN NO FLYASH.
REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER.
PARA 3.2: F'c SHALL BE 2500 PSI AT 28 DAYS FOR ALL
CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING,
z
CONCRETE.
GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO
-
HOLD STRUCTURAL ELEMENTS IN PLACE DURING ERECTION. THESE
PARA 4.1.3: THE USE OF EARTH CUTS FOR FORMS IS PERMITTED.
PROVISIONS ',HALL REMAIN IN POSITION UNTIL SUFFICIENT
PERMANENT MEMBERS ARE ERECTED TO INSURE THE SAFETY OF
PARA 5.2: REINFORCING SHALL BE NEW BILLET STEEL COMPLYING
THE PARTIALLY ERECTED STRUCTURES. THE COPNTRACT
W/ ASTM A615, GRADE 40.
STRUCTURAL ;,DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. OBSERVATION VISITS TO THE SITE BY THE
5.
STEEL ROOF DECKING
STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE
ABOVE ITEMS.
STEEL ROOF DECK SHALL BE AEP SPAN "ALTA- RI B(X -SPAN)"
(ESR -2409) OR EQUAL, CONFORMING TO THE SPECIFICATIONS OF
9 ENGINEER OF RECORD
THE STEEL DECK INSTITUTE; ASTM A792, ASTM A653, OR ASTM
BAJA CONSTRJCTION CO., INC. AND /OR THEIR ENGINEERING
A611 WITH A MINIMUM YIELD STRENGTH OF 80 KSI AND A MINIMUM
CONSULTANTS IS ONLY RESPONSIBLE FOR THE CONTENTS OF
TENSILE STRENGTH OF 82 KSI. CONNECTION TO FRAMING
THESE DRAWINGS AND STRUCTURAL CALCULATIONS AS PROVIDED
MEMBERS SHALL BE SIX (6) #12 TEKS x 3/4" SCREWS, ICBO
FOR THIS PR(')JECT. BAJA CONSTRUCTION CO., INC. AND THEIR
ER -5617.
ENGINEERING CONSULTANTS ARE NOT CONSIDERED THE ENGINEER
6.
LIGHT GAUGE STRUCTURAL STEEL FRAMING
OF RECORD FOR ANYTHING OTHER THAN THE PREFABRICATED
ALL LIGHT GAGE STEEL FRAMING MEMBERS TO BE SUPPLIED BY
STEEL SYSTEh.4 CANOPY /CARPORT /RV & BOAT STORAGE /OR
ASC PROFILES (AEP SPAN) WITH CITY OF L.A. CERTIFICATION #1688
MINI - STORAGE. SYSTEMS THAT IS SHOWN ON THESE PLANS.
OR OTHER MANUFACTURERS W/ SIMILAR QUALIFICATIONS.
THESE PLANS ARE APPLICABLE ONLY TO THE SPECIFIC PROJECT
ALL STRUCTURAL STEEL FRAMING MATERIALS AND ERECTION SHALL
NOTED ON THE PLANS. IN ADDITION, THESE PLANS ARE ONLY
BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN
APPLICABLE TO THIS PROJECTS PROVIDED BAJA CONSTRUCTION
IRON AND STEEL INSTITUTE "SPECIFICATIONS FOR THE DESIGN OF
PROVIDES AND INSTALLS ALL MATERIAL SPECIFIED HEREIN.
COLD- FORMED STEEL STRUCTURAL MEMBERS ".
10. ALTERNATE i 7 00TING AND OPTIONAL TRIM
ALL WELDING TO BE PERFORMED BY WELDERS HOLDING A VALID
IF THE ALTERNATE FOOTING SHOWN IN THIS DRAWING IS REQUIRED,
CERTIFICATE AND HAVING CURRENT EXPERIENCE IN LIGHT GAGE
THERE WILL BE AN ADDITIONAL CHARGE FROM BAJA CONSTRUCTION.
STEEL. CERTIFICATES SHALL BE ISSUED BY AN ACCEPTED TESTING
AGENCY. DO NOT DRILL OR NOTCH MEMBERS WITHOUT PRIOR
THE OPTIONAL- TRIM SHOWN IN THIS DRAWING CAN BE PROVIDED
APPROVAL OF THE STRUCTURAL ENGINEER.
BY BAJA CONSTRUCTION FOR AN ADDITIONAL CHARGE.
4 "X6 "X14GAX0' -10"
ANGLE CLIP
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SCHED.
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INSPECTION REQ'D. 4
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PROJ. NO.: DATE:
9199 -22630 06/22/09
DRAWN: CHECKED:
MOT G.C.S.
SHEET:
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