HomeMy WebLinkAbout3171-33G")C14- SELECT STRUCTURAL
RiDGE BEAM CONTINUOUS
_ 11 P—P-
-} STAtiIDING SE ,M METAL ROOF OVER 3/8"
2 G,D.X. PLYWOOD SHEATHING OVER 2"><8" T. ,T G.
,)
7 ��.,� f , ' .. � �� DECKING OVER 4.'XIO" WOOD BEAMS @ 48'° D/C
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t-tAf*1Dc2 / GONN�G= ORS
.THE CONTRACTOR-
IS SO___t_Y RESPONSiI3LE FOR, AND
E !TALL VERIFY THF WORKABILITY OF THIS BEA,
HANGER / CONNECTOR. CONTRACTOR SHALL SUBMIT
y
ALL PLANS,11Er-lB R SIZES, ANGLES, SLOPES, AN
- I Dl" 1ENS!ONS NECESSARY FOR THE CORRECT
FABRICATCN OF THIS BEAM 1-�ANGER / CONNECTOR.
—C
T! -E ENGINEER OF RECORD SHALL BE CONTACTED 1.
TI'�,,./ �-C,^,LE 1-1/2.. = --O"
—p PEA -12 ANS' GU CATIONS, CONCERNS, Dl ANY —n
� 1 L.�° I d � a� E �" = i, DIFFERING FIELD CONDITIONS IN\/OLVING THIS BF�4M
- 1
HANGER / GONNECTOR •.
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^ T7 7, , ,
L Rt�UF OVER 3/8
�'jAC Q X
ST,11„^JDtNC7 SI At I ME i A
STANDING SEAM METAL ROOF OVER 3.18 C.D.X.
SHAPED hC RIDGE CAP
LYWOOD SHEATHING OVER 2"X8" T. c G. DEGQNG t-iE
PLYWOOD SATi-'IPJC OVER 2"�C8" T. �DECKINGC. DECKING Tlf�
OVER 4X10" WOOD BEAMS @ 48" 01G { Y�'1GAL) roc r> r v i i
OV�uR 4"X10" WOOD BEAMS ,. d-8" O!C � i , P:CA�,
BOUNDRY NAILING -
8d NAIL_ @ G, ro, 1 12 FLASHING ';`Oro SHAPED RIDGE
TWO ROWS OF BOUNDRY NAILING / i GOUNTERIFLASHING 12
4
o"b r 10d NAILS @ 8— O/C STAGGERED 4X8 S!L_ '
r
C"X12" RIDGE BEAM
1
3-145d NAILS
' SEGURE 3-"X8" SILL WITH 3/4"X12"
r
FASCIA
OR PICA
t
ANCHOR BOLTS @ 32" O/G,{TY L)
e
i
4'X6" SHAPED RIDGE t '
i
I 1/2" AIR SPACE -
f
2"X6" TRIM GONTINUOUS
+ I i
i'
5/8"�tCHINE BOLTS 1/2" AIR SPACE
/"� Ary ( I
DRILL FOR 1/2 MZONTA
ACHINE BOLTS 2_#5 STE=EL REBAR HORI ! ro X12 RiDGEjBEAM
v ,
�
i DOW UP CONTINUOUS (TYPICAL,.)
f
/ 1� #5 STEEL RE 3AR VERTICA
I I r @ 24 CfC c P1CAL
1
I ,
IF
G"X12" VALLEY BFAt~1 STEEL BE.At"'1 SAbDLE WITH "
t ALL STEEL MEMBERS X8 X1G SPLIT FALL GONG. BLOCK, WITH #5 STEEL REBAR
2„ •. 2-5/8"X20" LONG ANCHORS 8"X8"X 0 BPL Cf FAGS GONG: BLOCK, WITH #5 STEEL REBAR
(BASF_ PLATEv SIDES) ___..-__'` 2.,
Lf f /, 24" 0/G VERTICAL, � #5 STEEL RcBAR @ 48" O/G / „
�._. T.�. G"X11-" RIDGE BEAM � �
ALL STEEL MEMBERS ORIZONTAL CONTINUOUS WITH ALL CELLS FILLED WI ! H @ 24 OIG VERTICAL. � #5 STEEL REBAR @ 48 O/G
{ (BASE PLATES �SIDES} D D GRCt�T. PROVIDE 2_
#5 STEEL REBAR HORIZONTAL HORIZONTAL CONTINUOUS, WITH ALL CELLS FjLLE3 WITH
# -STEEL REBAR HORIZON r SOLID GROUT.
PRDViD�. 2 . 5��- EE EB
- WILL BE 1/4 STEEL DNTINJOUS @ALL TOP COURSES, UNLESS OTHERWISE E > _
„ R NUOU5 @ ALL TOP COURSES, UNLESS CTHERW`�E NOT EO�
RE / CON !
ALL INTERIOR GONG, BLOCK WLL BE 8"X8 Xlro P GISIDN.)
, P i it K 1)i1LL B 8"XB':X16' PREC S(ON.
.(ALL Iti t ><. 1DR vON... SLOG E )
r
-f
P
1-1 1
P�pi 2 SECTION
SECTION' SCALE 12, C3
_1 1..E 3 — 1 ���� SCA .Q
CAL. 3 Q
_I
5TANDING SEAM METAL ROOF OVER 3/8"
G:D.X.-PLYWOOD SHEATHING OVER 2"X8" T. G
DECKING. OVER 4"X10" WOOD BEAMS @ 48"01C
7"
4. � ,__... __ �,_,.�....__..._v...,...._ BOUNDRY NAILING
C{� TWO ROWS OF BOUNDRY NAILING{ NAILS @ 6, 6, 12
trod NAILS @ 8" O/C STAGGERED / 4"X8 SHAPED RIDGE
- = -_-
7„ f �
C f ILL FOR 1/2" I`'L,-.GHINE BOL S
4-Xe5" SHAPED RIDGE �,.�„ �-�1LL 1/2" AIR SPACE
X12" RIDGE BF -AM
-''
2-#5 STEEL REBAR HORIZONTAL
COUNTNUOUS (TYPICAL) /
��\8X8"Xl o SPLIT FACE GONG. BLOCK
r j
�\
rL_
L WITH #5 STEEL REBAR @ 24" O/G
VERTICAL, & 2-#5 STEEL REBAR @ 48"
J ,/t ,`1-1/ O/C HORIZONTAL WITH ALL CELLS
ALL STEEL MEMBERS FILLED WITH f3OLID-GROUT. .
PROVIDE 2-#5 STEEL REBAR
{BASE PLATES � :SIDES) � /
WILL BE 1/4" STEELS, CONTINUOUS CP TOP
COURSES, UNLE55 OTHERWISE
STEEL BEAM SADDLE WfTH % NOTED. (ALL INTERIOR CONE. BLOCK
3" 1
-- -- 2--5/8"X20 LONG ANCHORS WILL BE 8"X3"Xlro" PREC Ia10N)
2..X8" T. e G. DECKING WILL NOT
SPLICE OVER ANY GONG. BLOGK WALL
-p-5 p -p-4%_
�i EG7_10N 5CA1.._E 3-1= l-'- c.. -c-5E ! 1ON SCALE 1-1/2" = 1 -0'
8d BOUNDRY NAILS
ALL RAFTERS AND LEDGERS
WILL BE SHORTS WILLBE DOUGLAS FIR I #1
-CIVIL/STRUCTURAL ENGINEERS
�n �!
� u�L%�� ���G-=,.1� -MUNICIPAL CONSULTANTS
SURVEYORS /GPS GEOMATICS
4 / �
CC,N� PLANNERS.
_
•
151 South Girard Street Hemet, Ca 92544 {909) 652 4454
FAX (909) 766 8942 E—MAIL cozadOivic.net
.+:. :..: Brockton Avenue
,. - .-. 9 t a en
�.., .
2
Rlverslde, CA 9506
_
��>369 07�
{ Fax C909) 369-4039
r I
�.. e-matLcamworks9pe.net
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htt :��www, e.net/cornworks
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2 #5
GO
i
TEEL REBAR HO
TlNUOUS (TYPIC
_ZONTAL
L)
DATE
ENGR.
�
i DOW UP CONTINUOUS (TYPICAL,.)
f
/ 1� #5 STEEL RE 3AR VERTICA
I I r @ 24 CfC c P1CAL
1
I ,
IF
G"X12" VALLEY BFAt~1 STEEL BE.At"'1 SAbDLE WITH "
t ALL STEEL MEMBERS X8 X1G SPLIT FALL GONG. BLOCK, WITH #5 STEEL REBAR
2„ •. 2-5/8"X20" LONG ANCHORS 8"X8"X 0 BPL Cf FAGS GONG: BLOCK, WITH #5 STEEL REBAR
(BASF_ PLATEv SIDES) ___..-__'` 2.,
Lf f /, 24" 0/G VERTICAL, � #5 STEEL RcBAR @ 48" O/G / „
�._. T.�. G"X11-" RIDGE BEAM � �
ALL STEEL MEMBERS ORIZONTAL CONTINUOUS WITH ALL CELLS FILLED WI ! H @ 24 OIG VERTICAL. � #5 STEEL REBAR @ 48 O/G
{ (BASE PLATES �SIDES} D D GRCt�T. PROVIDE 2_
#5 STEEL REBAR HORIZONTAL HORIZONTAL CONTINUOUS, WITH ALL CELLS FjLLE3 WITH
# -STEEL REBAR HORIZON r SOLID GROUT.
PRDViD�. 2 . 5��- EE EB
- WILL BE 1/4 STEEL DNTINJOUS @ALL TOP COURSES, UNLESS OTHERWISE E > _
„ R NUOU5 @ ALL TOP COURSES, UNLESS CTHERW`�E NOT EO�
RE / CON !
ALL INTERIOR GONG, BLOCK WLL BE 8"X8 Xlro P GISIDN.)
, P i it K 1)i1LL B 8"XB':X16' PREC S(ON.
.(ALL Iti t ><. 1DR vON... SLOG E )
r
-f
P
1-1 1
P�pi 2 SECTION
SECTION' SCALE 12, C3
_1 1..E 3 — 1 ���� SCA .Q
CAL. 3 Q
_I
5TANDING SEAM METAL ROOF OVER 3/8"
G:D.X.-PLYWOOD SHEATHING OVER 2"X8" T. G
DECKING. OVER 4"X10" WOOD BEAMS @ 48"01C
7"
4. � ,__... __ �,_,.�....__..._v...,...._ BOUNDRY NAILING
C{� TWO ROWS OF BOUNDRY NAILING{ NAILS @ 6, 6, 12
trod NAILS @ 8" O/C STAGGERED / 4"X8 SHAPED RIDGE
- = -_-
7„ f �
C f ILL FOR 1/2" I`'L,-.GHINE BOL S
4-Xe5" SHAPED RIDGE �,.�„ �-�1LL 1/2" AIR SPACE
X12" RIDGE BF -AM
-''
2-#5 STEEL REBAR HORIZONTAL
COUNTNUOUS (TYPICAL) /
��\8X8"Xl o SPLIT FACE GONG. BLOCK
r j
�\
rL_
L WITH #5 STEEL REBAR @ 24" O/G
VERTICAL, & 2-#5 STEEL REBAR @ 48"
J ,/t ,`1-1/ O/C HORIZONTAL WITH ALL CELLS
ALL STEEL MEMBERS FILLED WITH f3OLID-GROUT. .
PROVIDE 2-#5 STEEL REBAR
{BASE PLATES � :SIDES) � /
WILL BE 1/4" STEELS, CONTINUOUS CP TOP
COURSES, UNLE55 OTHERWISE
STEEL BEAM SADDLE WfTH % NOTED. (ALL INTERIOR CONE. BLOCK
3" 1
-- -- 2--5/8"X20 LONG ANCHORS WILL BE 8"X3"Xlro" PREC Ia10N)
2..X8" T. e G. DECKING WILL NOT
SPLICE OVER ANY GONG. BLOGK WALL
-p-5 p -p-4%_
�i EG7_10N 5CA1.._E 3-1= l-'- c.. -c-5E ! 1ON SCALE 1-1/2" = 1 -0'
8d BOUNDRY NAILS
ALL RAFTERS AND LEDGERS
WILL BE SHORTS WILLBE DOUGLAS FIR I #1
-CIVIL/STRUCTURAL ENGINEERS
�n �!
� u�L%�� ���G-=,.1� -MUNICIPAL CONSULTANTS
SURVEYORS /GPS GEOMATICS
4 / �
CC,N� PLANNERS.
_
•
151 South Girard Street Hemet, Ca 92544 {909) 652 4454
FAX (909) 766 8942 E—MAIL cozadOivic.net
.+:. :..: Brockton Avenue
,. - .-. 9 t a en
�.., .
2
Rlverslde, CA 9506
_
��>369 07�
{ Fax C909) 369-4039
r I
�.. e-matLcamworks9pe.net
P
htt :��www, e.net/cornworks
r( y !
nA e
ONO, V O
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DIAL Ywo woRKrN�
BEFORE ... DAYS BEFC3RE.,
YOU DIG YOU DIG
LL F 00
T❑ REE1-800-227-26
A PUBLTC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
P
DATE
ENGR.
CITY
DATE
SHOULD C NSTR CTION OF THE RE UIRED IMPROVEMENTS NOT
O U �
T APPROVAL
COMMENCE WITHIN TWO YEARS OF THE DATE OF PRO At
__
SHOWN HEREON AND CARRIED FORTH IN A..DILIGENT:MANNER
R Y R IRE VI T THE -PLAN T
THE CITY ENGINES MA EQU RE SIONS O S O
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
N IN F
STA DARDS EF ECT..
QtESS��
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Prepared Under The Supervision Qf
_
Date : �� OL
CWDG JOB. NIfMBER. tJ103�0
`� f �(
CITY1 V�
I i � � � Ti^1 f � ` CALIFORNIA
7
SCALE:-
NOTED
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CD
-
I ,
ARCHITECTURE PLAN,
DATE:
04-25-2002
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DEs
RK
JACKBULIK
PHASE
12
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STANLEY E. STEEL_E
BUILDING CONSULTANT. L.L.G.
2.345 EAST HIGH MOUNTAIN DRIVE
SANDY, UTAH 84092
.. ..
(501-465-1112 FAX.....801 495 1114
}, _
- .., _.
CHECKED BY:
-
,
APPI D BY.
__
Ur�AV�NG NO..
1
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C Y ENGINEER R.C.E.51152