HomeMy WebLinkAbout3404-4I -
1/16 COX PLYWOOD OVER SHEATHING
IOd COMMON OR I6d SINKER 9 6" OC ED6E5
lod COMMON OR I6d SINKER 9 12" OG FIELD
IOd COMMON OR I bd SINKER 9 6" OG BOUNDARY
ST6224 9 EA RAFTER 2x4 FILLER 9 WALL SIDE OF RAFTGER
6x6 OF #1 (16) I6d (2) ROWS
(4) NAILS EA ROW
CC66 INVERTED 3x6, MI-MANIZED
6x10 EN IOd 9 6"G OEDGES (IV
C. -C106 4x RIDGE NAILER
2x BLKG, CENTERED 2x6 T46 SHEATHING
i
00 01 k
IOd 9 6" OG EDGES (EN)
#4 HORIZ
9 1-4 OG + + A35 9 2'-8" OG
4 GONG SOFFIT + + + + `
_ 2x BLKG, CENTERED
#4 VERT #4 HORIZ CENTERED + + H5 aI R HFTER ` ` `
® I-4 OG
A35 iv 24" OG
511
U H2.5A METAL ROOFING
T. MASONRY DRYPAGK `
(2) +8'-2" ALL AROUND
® LINTEL • • •
EN
GONG SOFFIT
FLASHING
NOTCH CMU `
#5 ® 1'-4" 20 -0�: FOR RIDGE
DOOR (2) #4 HORIZ
OPENING 8" DRYPACK e`
BG40 9 8" CMU WALL 6x10 BM
(5) I6d EA SIDE GGO6
OF 4x NAILER HEM
(4) I6d THROUGH
CONNECTOR TO BM ® DRYPACK 2x4 TRIM
9 3'-4" OG
5/8"4 (2) #4 HORIZ 2x10 FASCIA
#4 VERT 9 1'-4" OG < 8" CMU 4x8 RAFTER
6x10 RIDGE CENTERED
#4 VERT ® 1'-411 OG
CENTERED
He #4 HORIZ 9
GONG SOffr- 17 P057 AT LIN7EL 5C, RIDGE E A V E
SCALE: I" = 1'-O" „ _ 2 G I G
SCALE SCALE: I I/2 - 1'-0" SCALE: I I/2" = I' -O"
- - - - - - EN I6d SINKER 9 6" OG 5x MIN W1DTH PTDF NAILER
4x8 RAFTERS 9 2'-8" OG I1-4" L I'-4"
CCO6
- - (2) I6d ® (2) I6d SINKER METAL ROOFING 2x SHEATHING 2X4 FILLEXEN
1/16 GDX PLYWOOD 2x10 FASCIA
TO RAFTER MIN OVER 2x SHEATHING
(2) IOd OR 4x8 RAFTER
+ -I- - - - ' - �— I' -O' OG STAGGERED I" (2) I6d SINKER METAL ROOFING
fb OG
I 1 EN PER BOARD FLASHING
51 MPWN CC06 - - - - - -4- - - - - -
3" 3" BOTTOM VIEW FLASHNG FLASHNG
+ +
._..._---------- < .BEAM> HEM�
HEM
2X4 2X4 \
I6d 9 ib" OG ® ® I6d 9 16" OG
+ + 2x10 FASCIA < 2x10 FASCIA
n i N
SIMPSON GCOb= � - RAFTER
i 16d 9 11-0" OC
(2) #4 HORIZ `
+ + 2x6 TRIM BACKER ROD a n
#5 HOOP SEALANT
sn
— — — — — — — — — — -
- - 2x 1'-0 1/2" 2x6 TRIM 9 JAMB
(RIP FROM 2x14) BEYOND
6x10 BEAM
i
CMU WALL BEYOND WIRE MESH IN I 3'-0"t NOTCH FASCIA
3/16 3/16 STEEL FRAME
' AT BEAM
- - - - - - - - - 8" GMU WALL > 5/8"O x 1'-0" AB
ELEVATION
- - (2) #5 < (2) #5 #4 HORIZ 9 9 5'-4" OG
#5 HOOP / SIMPSON GG06 BAR BAR 1 1/2" DIAMOND
I/8" x I" FLAT PLATE. i INTERMEDIATE CRIMPED 2'-O" OG
#4 VERT 9 1'-4" OG
/ WELD FLAT PLATE 4 NO 10 W#,M GAUGE
CENTERED
WIRE MESH TO i WIRE MESH
_ L 1 1/2" x 1 1/2" ® 6" OG. y
MITER STEEL SHAPES 4 i L 11/2" x 1 1/2" FRAME.
- - �- - - - - - - WELD CORNERS MITER CORNERS 4 WELD.
CONNECT TO 2x PLATE W/
1JVT 1®M VIEd � OF f�I�GE CONNECTION 2x6 TRIM ... _ I/4"cD LA6 BOLTS ®I'-6"
GMU SRO SOLID OC
TO 8x8 CMU COLUMN
GGO& /HCOF 45 GGO& I N57AL.L.A71 ON� ..., RAKE 2� RAKE I �
SCALE: J" = 1'-0" SCALE: 5" = I' -O" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2 = 1'-0"
Sx8x8 GMU 5'-4" NOM HT
#2 TIE 9 8" OG IN BED JOINT
(2 #2 TIE AT TOP
(4) #4 VERT 9 CORNERS
EXTEND VERT REINF FULL HT OF WALL
#4 DOWELSm
21 MAX 2 1/4" MAX
IA3
TYPICAL 8" MASONRY ®2'-O" OG VERT MTYPICAL 8" MASONRY 3 I/8' MIN ABOVE 8'-2" iNAI-L
$FLOW RIDGE
WALL REINFORCED W/ USE (2) #5 9 WALL WALL REINFORCED W/
#4 9 1'-4" OG VERT CORNERS, ENDS, 4" #4 9 P-4" OG VERT #q DOWELS m
#4 9 2'-0" OG HORIZ AND JAMBS #4 9 2'-V" OG HORIZ „
( (2) #5 VERT AT ( (2) #5 VERT AT 9 1-4 OG VERT M
CORNERS, WALL ENDS, USE (2) #5 ®WALL
#5 CONT CORNERS, WALL ENDS, CORNERS, ENDS, a"
AND DOOR JAMBS) AND DOOR JAMBS) THRUNNING, BOND (4) #4 VERT REIINRFFULL HT OF WALL
AND JAMBS �� U THROUGHOUT WALL
#4 9 2'-0" OG
1'-611
� #5 HORIZ CONT 8x8x16 CMU, GROUTED
SOLID • ALTERNATE s s • •
Qol2'-6" #4 VERT (PREFERRED) (_
It -O" #2 TIES CONDITION
SLAB PER PLAN _ _ #4 DOWEL (9 9 8" OG W/ VERT #4
iy 9 4'-O" OG GMU ABOVE IN BED IN ADJACENT
#4 CONT SOFFIT • JOINT • CELL Z*4 VERT CENTERED #2 HOOPS 9 8" OG IN BED JOINTS
9 1'-4" OG
— — — — Sx8x1 , GROU O #4 HORIZ 9 2'-0" OG RUNNING BOND.
D D,
TTobr_ 11-11 — _ BIOTrNTOr ° _ _ �, III=1 I (- IA2 AT V-2" WALL
11-I 11
VI _ I O V — — RUNNING BOND
THROUGHOUTW
_ $FLOW RIDG
�I (2) #4 VERT
m m
2 #5 VERT 1/2" I (2) #5 VERT 9 WALL END
ALTERNATE ALTERNA17EIN END #4 CONT TOP CENTERED L L
TAILS SEE PLAN TAILS $ BOTTOM SEE PLAN #2 HOOPS 9 8 OG IN BED JOINTS
IN CELL
SEE PLAN
�. • 8x8x16, GROUTED SOLID,
RUNNING BOND.
L#4 VERT CENTERED
9 !'-4" OG
IA4 USE IN GMU a END OF STALLS SUPPORTING #4 HORtz 9 2'-O° oG IAI AT WALL ENDS
GMU WALL A50VE GONG 50PPIT HOOK END 8" MIN
GMU COLUMNS
IA
*�K ARP aG��S as FR?
�' 6779 Treeline -P1%a
I IX
N 3913 P.O. BOX 1085
i` A �� 3 N RAL 2 OT t s Rancho Cucarn rlgo, CA=91701
� �� V57 •fwd 909 48:$ 77
A� FpF 1.�FOQ�\! FAX 909.948.8i7
R FOOT1 N6 5L A5 E-D6� Ca���� cA - -_
FEI ME°iER �OOi I N6 ,�� I N�'EI ® �� 2,�
SCALE: 3/4" = 11-0" SCALE: 5/4" = 1'-O" SCALE: 5/4" = P -O"
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
WDM
ROSENA PARK EAST
1 RE PARrygR 15842) LOT 'A'
SCALE:
NOTED
DESIGNED BY:
JRM
DATE:
11/11/02
CHECKED BY:
JRM
RDATEI' .p
UTY N 11 1
DWG. NO.:
3404
0
LANDSCAPE
ARCHITECTURE
SITE PLANNING
10621 Church Street, Suite 106
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
Richard Krumwiede
CA Lic.2834
AZ Lic. 29115
NV Lia 446
TX. Lic. 41884
L.A. SEAL
PROJECT / CLIENT I
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DRAWN BY
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®ATE
11/11/02
SCALE
NOTED
JOB NUMBER
SHEET NUMBER
4 OF 26 SHTS.
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REVISIONS
DRAWN BY
WDM
®ATE
11/11/02
SCALE
NOTED
JOB NUMBER
SHEET NUMBER
4 OF 26 SHTS.