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STANDING SEAM METAL ROOF OVER 3/8" BOUNDRY NAILING L 5"X5"X1/4" - 4" LONG @ 48" O/C @ BOTH STANDING SEAM METAL ROOF OVER 3/8"
G.D.X PLYWOOD SHEATHING OVER 2"X8" T. $ G.' 8d NAILS @ ro, ra, 12
4"X10" SHA WOOD lrod NAILS @ 4" O/C (TYPICAL)
SIDES OF BEAM WITH 112" MACHINE BOLT C.D.X.. PLYWOOD SHEATHING OVER 2"X8'; T. $G.
DECKING OVER 4"X10" WOOD BEAMS @ 48" O/C SHAPED 3"X BLOCKING STANDING SEAM METAL ROOF OVER 3/8" G,D.X I BEAM @ 48" O
THRU BEAM, WITH 3/4"XIO ANCHOR BOLT DECKING OVER 4"X10" WOOD BEAMS @ 48" O/C
PLYWOOD SHEATHING OVER 2"X8" T. G. DECKING 2 I J
/ V THRU 2" LONG SLOTTED HOLE (TYPICAL)
SECURE 4'X8" SILL WITH 3/4X12" OVER 4"X10" WOOD BEAMS @ 48" O/G (TYPICAL) I 2" \
BOUNDRY NAILING BOUNDRY MAILING
i
-� �� 8d NAILS @ ro, C, � 12 -
,_ _
10d NAILS @ �-" O/C (TYPICAL)
ANCHOR BOLTS @ 32" O/C
! I i �, 1Cd NAILS @ 4,. O/C (TYPICAL) 8d NAILS @ 6, G, 12
BOUNDRY NAILING
8d NAILS @ G, G, , 12 fro N ILS @ 4" O/G (TYPICAL) ( ' \`� - - 1 - SHAPED 3"X BLOGKING
3-10d NAILS (TYPICAL)
i
CMD
\ @ EACH T G 2X8
� GH .
. I
Q
SHAPED 3"X BLOCKING
� � o
A -35F 024" OIC (TYPICAL)
L 5"X5"X1/4" - 4" LONG @ 48" O/C @ BOTH
5..:.X1/4" - 4" LONG @ 48" O/C @BOTH ,
SIDES OF BEAM WITH 1/2" MACHINE BOLT ;' j ,' SIDES OF BEAM WITH 1/2" MACHINE BOLT (r)
o rH3/4"X10" SIMPSON" F SIMPSON' A35F C�
THRU BEAM, WITH ANCHOR BQLT A35 @ \� I ;
'� 1 1 1 G(TYPICAL)I i
Q i— LGCKIN
c.�-HAPED 3 X B 24 O/C I I
24 O/C (TYPICAL) ,
THRU BEAM, WITH 3/4 X10' ANCHOR BOLT I �.
L 5"X5"Xlf4 "LONG 48" O/G BOTH SIDES WITH � I !' i i THRU 2" LONG SLOTTED HOLE (TYPICAL)
( )
i
THRU 2" LONG SLOTTED HOLE (TYPICAL)
3/4" M.B. THRU WITH 3/4" ANCHOR BOLT
_ ! ! j
I I
/' / � THRU 2" .LONG SLO HOLE {TYPICAL}
I
"SIMP50N" A35F @
1-#5 STEEL REBAR HORIZONTAL
SECURE 4"X8" PRESSURE I #5 STEEL AIS HORIZONTAL
RE TREATED 51LL _ I
24 O/C ('TYPIG,AL) _ GOUN INUOU PICAL I I
\ TOP BOTTOM WITH #5 STEEL 2- #5 STEEL REBAR
!' WITH 3/4 X 12' AN BOLTS @ 32" O/C )
REBAR VERTICAL @ 24" D/C HORIZONTAL CONTINUOUS \
j / SECURE 4"X8°' PRESSURE TREATED SILL HOODED TO HORIZONTAL BARS
-#5 STEEL REBAR ti}
WITH 3/4"X12" ANCHOR BOLTS @ 32" O/C (ALL IN GROUT FILLED CELLS) ' HORIZONTAL CONTINUOUSSECURE 4"X8" P SSU REA E
T D SILL
. � I
/
2-#5 STEEL REBAR HORIZONTAL
WITH 3/4" X 12" GIIOR LTS @ 32" Q/C
i
COUNTINUOU.S (TYPICAL) 1
4" 10" SHAPED WO
i 8„�„X16' SPLIT FACE GONG. BLOCK
EA ..
. 8"XB"X1ro" SPLIT FAGS CONE BLOCK � '� - � � i
WITH #5 STEEL REBAR @ 24'' O/C
WITH #5 STEEL REB " Q , VERTICAL, � 2-#5 STEEL REBAR @ 48” I „ ” ,,
,� � I 8X8 Xlro SPLIT FACE GONG. BLOCK
AR @ 24 O/C 0 � � �
1f1 / VERTICAL, 8,:2-#5 STEEL REBAR @ 48" tai i
I �
O/C HORIZONTAL. WITH ALL CELLS
' � i WITH #5 STEEL REBAR @ 24" O/C
' FILLED WITH SOLID GROUT. VERTICAL 2-#5 STEEL REBAR OP d8"
fl O/C HORIZONTAL WITH ALL CELLS _
- ,
/ FILL
PROVIDE - 5 STEEL REBAR
O/C HORIZONTAL WITH ALL CELLS
m � / ED WITH SOLID GROUT.
ROVI E 2 # TE L R BA
Z i
HORIZONTAL CONTINUOUS La) TOP
PROVIDE 2-#5 STEEL REBAR - � ' ;
O � � , ,�' - J - FILLED WITH SOLID GROUT -
SE
U _ 8"X8"X1ro" SOLD
COURSES, UNLESS OTHERWIPROVIDE 2-#5 STEEL REB/�,f2
HORIZONTAL CONTINUOUS @ALL TOP 0 I BOTTOM "
CO t / , ' ` U -LINTEL BLOCKS CI
URSES, UNLESS OTHERWIaE / (TYPICAL)
NOTED. (ALL INTERIOR ONG. BLOCK
' HORIZONTAL CONTINUOUS @ ALL TOP
0_------ WILL BE 8"X8"Xlro" PRECISION) GOURSES, UNLESS OTHERWISE
O � NOTED. (ALL INTERIOR GONG. BLOCK NOTE:
WILL BE 8"XB"X1ro" PRECISION) ` 2'_ 2'-O" moo" NOTED. (ALL INTERIOR GONG. BLOCK
d ; O" - 8d BOUNDRY NAILS
- -- -- - - ..--------- --}" ------ - - ..__.___ .. -- - ^. - ---- ILL BE 8„�"X1ro" PREGISION)
� WILL BE "SHORTS”
#5 STEEL REBAR HORIZONTAL
TOP $_ BOTTOM WITH #5 STEEL
I �^ - 1
REBAR VERTICAL @ 24" O/C t. / I I O I V sGAL F: 1-1/2" = 1` - o" O —�"
J � � �I � I� SCALE 1-1/2" = 1' —O" � E Gf I O I� SCALE 1-112 — 1 —O ,
HOOKED TO HORIZONTAL BARS. �-�-
A-8
- (ALL IN GROUT FILLED DELLS)
BOUNDRY NAILING �__-TANDING SEAM METAL ROOF OVER 3/8" BOUNDRY NAILING-
STANDING SEAM METAL ROOF, OVER 3/8"'®_.�.
2-#5 STEEL REBAR HORIZONTAL r ..,.
NAILS @ (3 C 12 .. .• C.D.X PLYWOOD8X8 X161 SPL.1T FACE GONG. BLOCK
I COUNTINUQUS (TYPICAL) 8d , � G.D.X. PLYWOOD SHEATHING OVER 2 XB T. F.� G. . � � 8d NAILS @ C, ro, � 12 SHEATHING OVER 2X8 T. � G. . _ }-{�,�.�
= 4'^X10" WOOD BEAMS @ 48" O/G
DECKING OVER 4"X10" WOOD BEAMS @ 48" D/C WITH #5 STEEL REBAR @ 24"O/C
( 00 DECKING OVER
I VERTICAL, $ #5 STEEL REBAR @ 48"
- 8.,X8"X1ro" SOLID BOTTOM \ l
u „ 1Cod NAILS @ 4'" O/C (TYPICAL) r �+ OIC HORIZONTAL CONTINUOUS, WITH f
(7 S U LINTEL (TYPICAL) SECURE SHAPED 4"X8" PRESSURE " Or -OUT.
trod NAILS @ 4 OIG (TYPICAL) --'` � e '--••.,, � EGURE SHAPED 4X8 PRESSURE. ALL CELLS .FILLED WITH SOLID Gh�.UT. \
NOTE: TREATED SILL WITH 3/4"X12" ri _
�� e' e '
�`'�TREA ED SILL WITH 3/4"><12" PROVIDE 2-#5 STEEL REBAR
FE 8d BDU�^�;lDP-Y NAILS ANCHOR BOLTS @ 32 O/C (TYPICAL) ANCHOR BOLTS @ 32" O/C (TYPICAL)' HORIZONTAL CONTINU,')''S @ ALL TOP
1 COURSES, UNLESS OTHERWISE
(} L BE :SHORTS 4
V7
� � 5.. NOTED. (ALL INTERIOR LONG BLOCK
� ! 2-#5 STEEL REBAR HORIZONTAL �` a
' WILL BE 8"X8"X16" PRECISION.
SECTION SCALE 1-1/2 = T-0" � SIMPSON PA!28 STRAP � 2-#5LSTEEL REB 7
COUNTINUGUS (TYPICAL) P ! 1
�AR HORI_ONTA
j\
@EACH 4-"X10" RAF9'ER � I �' � � %' / OUNTINUOU�. �- (TYPICAL) ! ,.
STANDING NG SEAM METAL ROOF OVER 3/8
1 i \ 2=#5 STEEL REBAR HORIZONTAL \,
ti f
G.D.X. PLYWOOD SHEATHING OVER 2"X8" T. � G: ,
TOP $ BOTTOM WITH #5 STEEL
DECKING OVER 4"X10" WOOD BEAMS @ 48" O/C I . -\. ,
,/ REBAR VERTICAL @ 24 O/C
Z ,
BOUNDRY NAILING
1rd NAILS @G,"<O/C "SIMPS MST!3C STRAP I HOOKED TO .HORIZONTAL BARS
86 f
NAILS @ C, 6, 12 ALL IN GROUT FILLED CELLS
@EACH ., RAFTER 3
( ) Ul
NO SPLICE IN THIS AREA TYPICAL
SHAPED 4'X6' BEA" GAP CONTINUOUS ,
"SIMPSON" PAI28 -STRAP (TYPICAL)CsD �
tf1 .
I
2Gd NAILS @ 12'° O/C CD EACH SIDE
EACH 4 710 RAFTER �, ,.-, ,
C"X12" #5 STEEL REBAR HORIZONTAL -�
SELECT
SIMPSON 0410 �.. (TYPICAL) @ 48 OIG (TYP ) ROLL UP DOOR 0 U 1
.STRUCTURAL RIDGE BEAM � SECURE SHAPED o X12 PRESSURE. " � SECURE SHAPED 3"X12'. P HOOD � l) ,
IMPSONU410 RES E I tl
t SLOPED B M HANGER TREATED LEDGERS WITH 3/4"
r
1 •. T THRU
TREATED LEDGERS WITH 3/4" TH
_ 1 .. SLOPED B�,AM HANGER 1 2-#5 STEEL REBAR VERTICA BOLTS C@ 48 O/C (TYPICAL) e / " �2 MIN.
SIMPSON .HUG410 / BOLTra @ 48 O/C (TYPICAL) oe- -
O U_
BEAM HANGER @ WALL O #3 STEEL REBAR TIES SAME "`. 0)
° O SPACING AS HORI ONTAL BARS ` X t-
Z
8X8 Xlro SPLIT FACE GONG. BLOCK
8 X8'X1ro' SPLIT F
tJi
AGE GONG, BLOCK
WITH #5 S
Z TEFL REBAR @ 24.. O/C
i - WITH s} Z H #5 STEEL REBAR @ 24" O/C
r
- -#5 STEEL REBAR @ 48"
VERTICAL 2
r
r •. ., u. VERTICAL
2-#5
Z . � STEEL REBAR
OIG HORIZONTAL WITH ALL CELLS B @ 48"
f 0 � O/C HORIZONTAL. WITH ALL CELLS
FILLED WITH SOLID GROU ,-r- .
FILLED WI i H SOLID GROUT.
U .
PROVIDE 2-#5 STEEL DEBAR
j
1
ROLL O P DOOR
,
v�,
�i RI' NTAL CONTINUOUS @ ALL t
ROVIDE 2-#5 :STEEL REBAR
"SIMPSQN" U410 1 HO ZO HORIZONTAL c
UNLESS OTHERWISE
C�: ( CONT INUOU_ @ALL TOP
S .EEL ROLL UP DOOR
E BEAM HANGER � ,
SLOPED COURSES, UNLESS OTHERW S ,
CV G. BLOCK ii
NOTED. ALL INTERIOR CON I
NOTED. (ALC INTERIOR. CONC. BLOCK STEEL DOOR GUIDES _ �
WILL BE 8"X8"Xlro" PRECISION NOTE: { _ I
!
WILL BE 8"X8"Xl6" PRECISION
8d BOUNDRY NAILS ) coCQ
J,a
M B BOTTOM.. A
_ WILL BE SHORTS
BAR LOCK _ -
. Z
X10 - / „ ,; 0
w —� /''� (� � GALE
4 X10 WOOD BEAM OOL _ _ . s-'' 1 V I 'V `�
BEA 11/2 1 � ����
M SECTION N GALE ii,�`�
C.—�T � � ���I LJ ' SCALE 1-1/2" = 1 — (�
,.
%� c NOTE.
SEE WINDOW SCREEN DETAILS ON SHEET A-5
_ NOTE: / _ -
��--y�'CJ •, \
,� 8d BOUNDRY NAILS __ _ STAINLESS STEEL COUNTER
� - -=----------- ------ -_ �---------------------__ _ . � 2 TER TDP
5EGilli. SCALE 1-1/2' 1 O i------ (- O
STAINLESS STEEL COUNTER TOP
WILL BE SHORTS 24 1 � O „
_. r 2 , � � OVER, 1-1/8 PLYWOOD DECK
, N � OVER 1-V8 PLYWOOD DECK i
2 #ro X;2-1/2" WOOD SCREWS @ lro O/C
ro" HIGH STAINLESS STEEL
' r I � SPLASH CONTINUOUS (TYPICAL)
4-#ro 1-•1/8 Rl N �
I « ! HEAD SCREWS I
,G - P I
# 1 1/8 PAN HEAD
��------ i- IS_G ,,
�
_ I
\�
STAINLESS STEEL
t, i
�I
� 2
'41 4"
STAINLEsa STEEL COUNTERTOP CONTINUOUS FLASHING.
r
�
I w �
1 I
3/G TYPICAL
_2
"X2 5T
FF.ANr
1_E �
u
" „ IRON N B
RAG
KETS
,� 32
_Q
« I s SECURE 4X8 SILL WITH 3/-,- COUNTER
/G
1-1/8 EXTERIOR PLYWOOD COUNTER -O - _ z t i 5/8"
ANG
O " � WITH 2- 5/8 ANCHOR BOLTS
,. , SUNK ANCHOR BOLTS @ 32 O/C
co
1
,
_tV l ALL GONG: BLOCK IN THE z Q �.i
_ �I
\>
:-
3/16 GONSESSION AREAS WILL
TYPICAL
BE FINISHED SMOOTH WITH
a , t txl r ALL GONG. BLOCK IN THE {
�. :.- 1 VLJ 1 l../V Lit VV.:./ l., t„/t'�:Qu t ✓\.;/i, v ,. _.+_' � i
t U
` CONSESSION AREAS WILL
C`{
�I
-- - _ SEGURE_2 X2 STEEL ANGLE. m BE FINISHED SMOOTH WITH - -
fI
j
ry IRON BRACKETS CO 32 OIG " 4
CO
i 8 XB Xlro SPLIT FAGS GONG. BLOCK` f t NO TOOLING @ GROUT JOINTS 8"X8"X1ro" SPLIT FACE GONG. BLOCK
(`l
WITH 3-518" ANCHOR BOLTS i
i WITH #5 STEEL REBAR @ 24 OIC WITH #5 STEEL REBAR @ 24"O/C
i VERTICAL, $-:2-#5 STEEL REBAR @ 48" fy VERTICAL, 2-#5 STEEL REBAR @ 48"
GONTINUOU _ _ .
S SLIM FOOT BAS TILE Cl O/C HORIZONTAL WITH ALL GELLS FILLED ry -- O/C HORIZONTAL WITH ALL DELLS
IN ALL GANG=SSION_ARF_AS. :: ..--• '
WITH SOLID GROUT EXCEPT E FILLED WITH SOLID GROUT.
j ( A�� NOTED) $ CONTINUOUS SLIM FOOT BASE TILE T
« - IE '
1-114
IN ALL GONG_._SSION AREAS.:
00, 4«1GONG. SLAB AS PER PLAN
Z-
i
,
a
: -
l
I
i
1/2 X1-1/4 CONTINUOUS 1 --� 1 t 1 —. i •_ . _ ,! --- 1 __ _
STAINLESS STEEL TRIM ANGLE
1
! _ j
1 \
2X2 STEEL ANGLE IRON i — -- --- -- ---
i \
I,
. _. A- SGA ,
=GTIDV
SCALE 1-1/2 = 1 — O3EGTION
EDGE-, DETAIL SCALE—=:1-Of "
_
A --•cif
NOTE:
ALL
RAFTERS AND LEDGERS,:
WILL BE DOUGLAS FIR #1
SCALE:
RE DATE ENGR. CITY DATE
-CIVIL/STRUCTURAL ENGIN QRS 9BrockEonAvenae
REVISION DESCRIPTION CALIFORNIA. .. , . , CITY.OF �ON`�ANA CALi�OR �.
Pre erect Under The Su ervislon Ufi : C � O � NOTED
e D -MUNICIPAL CONSULTANTS I� P p
�/S• t%UUL% �Q�Q� �
. . , ��`` / � R DATE.
SURVEYORS GPS/GEOMATICS � R � � 4
o e � . ,.. ;;. Riverside, CA 92506
a D CONSTRUCTION OF THERE REQUIRED IMPROVEMENTS NOT � < _ _
� oGD�J L �S'IN-- °PLANNERS SHOUL CO STRUC ON Q O S O �}
r 4 ARCH ITEC>TiJ RE P.AN
, . ��'' 04-24-2002.
COMMENCE WITHIN TWO EARS F THE DATE F APPROVAL 51 South Girard StreetHemet, Ca 92544 (909) 652_4454 (909) 369-07�
; . DRA �
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FAX (909) 766-8942 ...E-MAIL ,cozodO,vro.net -, ,...._nf ,„:,. w.":" ., . ,.,.. a-, „�, - (9 N(J. C572b ,r
-
SHOWN HEREON AND. CARRIED FORTH IN A DILIGENT MANNER
BULIK ,Fax (909) 369 4039 , .�� ��3 � 70
JA K
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STANLEY E. STE;=Lar— DIAL THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >Esic A
TWO WC1RK I NG s .�.. � ,*; � � � to
BUILDING CONSULTANT, L.L.G. BEFORE ....� DAYS BEFORE : , �r '* �' J ��
...� f e_matLcomwork5r�pe.neE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND .�F ��� ��~ PHASE
YOU DIG
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YOU DIG 4 � ��M�{.t,� ,� � ®
2345 EAST HIGH MOUNTAIN DRIVE . ,..:.:.... ;,. htt J/www. e.neE/comworks - -,.,-. ,pSTANDARDS IN FFE T. FCA`IY APPROVED BY,
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AWING NO,: date CHECKED BY29
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SANDY UTAH 84002 TOLL FREE 1-800-227-2600
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SERVICE BY UNDERGROUND SER ALR 4,� . 31
� r( (� M / h t� e A PUBLIC ER ICE UNDE UND VICE ALERT ..-..._
801-405-1112.. FAX....801--495 1114 DINH V 11 V Iy O Y r
CWQG JOB NUMB 1�3�U - 7 _
C 2
DATE.
` CIT ENGINEER R. C. 5115
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