05-1333(2)-017DOOR JAMB DTL.
NOTE: ANCHOR GONN'5 AS PER MANUF. 5PEG5.
GONG. LINTEL -
BEAM
v .
STUCCO
PERIME
BACK BEDDING
%2" GYPSUM WOOD BOARD
2 X 4 PT. WOOD FURRING
I X 4 PT. WOOD BUCK
SET ON BEAD OF CAULK
WOOD GA51 N6 TRIM
HINGE 4 LOCK JAMB ANCHORED
THROUGH THE 5UB -BUGK INTO
GONG. FILLED BLOCK CELL
W/ 3116" (P X 3" LONG TAP -GONS
W/ 1%4" (P MIN. EMBEDMENT
AT 17" O.G. STAGGERED- 6"
FROM TOP AND BOTT.
NOTE: AT STRIKE PLATE ADD
2- 3/16" (P X 3" LONG TAP -GON5
W/ A" (P MIN. EMBEDMENT
METAL GLAD HOLLOW DOOR
WITH BUMPER THRESHOLD
( 5EE 5GHEDULE FOR 51ZE )
WOOD BRICK MOLDING
SEALANT
5TU000 FINISH
1# 5 VERT IN GONG.
FILLED BLOCK CELL
NOTE:
WINDOW AND SLIDING GLASS DOOR
INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFAGTURER'5 SPEGIFIGATION5
SET FORTH IN THE APPROVED PRODUCT
CONTROL APPROVAL.
v
I
HEAD
VINYL WEATHER
STRIPPING,
PERIMETER GAU
4 BACK BEDDII
I A ♦ 1►"i
51LL
GB5 WINDOW DETAILS
NOTE: ANCHOR CONN'S AS PER MANUF. SPECS.
3 _11_0
I X 3 PT. WD. BLOCKING
SET ON BEAD OF CAULK
I X 4 PT. FURRING
i2" DRYWALL
1/4" DRYWALL
CAULK
1/4"<P X 2 3/4" TAPGON
W/ A MIN. EMBEDMENT
OF 1 1/4" INTO GONG.
SPACED 6" FROM EN05
4 BALANCE @ 12" O.G.
I X 3 PT. WD. BLOCKING
SET ON BEAD OF CAULK
CAULKING
WEATHER5TRI PPI N6
1/4 "�V X 2 3/4" TAPGON
W/ A MIN. EMBEDMENT
OF 1 1/4" INTO GONG.
5PAGED 6" FROM ENDS
4 BALANCE @ 12" O.G.
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
SNAP IN GLAZING
BEAD ( TYPICAL )
I X 3 PT. WD. BLOGKIN6 W/
1 /4 "cP X 2 3/4" LONG TAPGON5
12" O.G. 4 6" FROM EN05
CAULK
MARBLE SILL
PRECAST. CONT. SILL
N.T.S.
GENERAL NOTES
I.
FOUNDATION DE516N 15 BASED ON A 501L
12.
SUBMIT 3 5ET5 SHOP DRAWING5 FOR THE
BEARING CAPACITY OF 2,000 P5F. FILL
ARGHITEGT5 REVIEW OF ALL ITEMS REOUIRIN6
SHALL BE COMPACTED TO q5% OPTIMUM
FABRICATION. DO NOT FABRICATE UNTIL
DENSITY AND FIELD TE5T5 SHALL BE TAKEN.
APPROVED.
2.
ALL REINFORCEMENT 5HALLBE 60,000 PSI
13.
ALL ROOF TRUSSES SHALL BE ANCHORED AT
MINIMUM YIELD NEW BILLET STEEL IN
EACH END, SEE ROOF FRAMING PLAN 4 5EGTION5.
d'
�M
ACCORDANCE WITH A5TM A615 GRADE 60.
ALL BAR LAPS SHALL HAVE A MINIMUM OF
14.
CONCRETE:
48 BAR DIAMETER PLACING OF
A- GOMPRE551VE STRENGTH OF CONCRETE AT 28 DAY5:
N
REINFORCEMENT SHALL CONFORM TO THE
SLABS ON FILL ________________ 2500 PSI
oao
LATEST AGI AND MANUAL OF STANDARD
ALL OTHER POURED IN PLACE GONG._ 3000 P51
PRAGTIGE GODE5. USE CORNER BARS IN
ovvv
GROUT ---------------------- 3000 PSI
ALL FOUNDATION CORNERS TO MATCH
W
-ua
REINFORCEMENT 51ZE AND SPAGIN6.
B- MINIMUM CONCRETE COVER OVER REINFORCING STEEL
-ovav
to
AS FOLLOWS:
3.
ALL 5TRUGTURAL STEEL SHALL BE ASTM
FOOTING 3"
ov
A -36 STEEL ALL BOLT5 SHALL BE A5TM
COLUMNS 1 -1/2"
�
A -325 GRADE. ALL ANGHOR BOLTS SHALL
�W
BEAMS 1 -1/2"
BE A5TM A -307 GRADE. STEEL TUBES TO
V
INTERIOR 5LAB5 314"
N
BE GRADE B (Fy = 46K51)
EXPOSED 5LAB5 1 -112"
4.
ALL STRUCTURAL STEEL SHALL BE FREE OF
15.
PROVIDE 12" HIGH WATER HAMMER ARRESTING
SCALE, RUST, OIL AND OTHER DELETERIOUS
W
CHAMBER AT EACH FIXTURE GROUP.
�
MATERIAL AND SHALL BE COATED WITH RUST
co
INHIBITIVE PAINT.
16.
CONTRACTOR SHALL PROVIDE 5EPERATE B105
FOR COPPER AND PVG WATER LINES.
5.
ALL TIMBER SHALL HAVE A MINIMUM FIBER
FOYER
SCALE AS SHOWN
DRAWN JC
5TRE55 OF 1,000 P51 UNLE55 OTHERWISE
1-1.
ALL MATERIALS AND FIXTURES USED MUST
SHEET 17 OF 28
NOTED ON DRAWINGS.
BE BRAND NEW.
6.
ALL TIMBER IN DIRECT CONTACT WITH STEEL
18.
FIRE STOPS SHALL BE PROVIDED AROUND TOP,
OR CONCRETE SHALL BE PRESSURE TREATED,
BOTTOM, AND 51DE5 OF 5LIDIN6 DOOR
HAVE AN APPROVED SEPERATING, MATERIAL,
POGKET5.
OR HAVE GALVANIZED ANCHOR SEAT.
IG.
STRUCTURAL WOOD, 5UGH A5 4 X 4'5 OR
7.
ALL BEARING PARTITIONS SHALL BE SECURED
4 X 65 SHALL BE DOUGLAS FIR. 2 X 4'S
TO ADJACENT PARTITIONS, AND SHALL HAVE
USED FOR 5TRUGTURAL WOOD POST
AT LEAST A 3 -5TUD P05T ALL ENDS AND
COMPOSITE, YELLOW SOUTHERN PINE #2 OR
GORNER5 AND AT EACH END OF WINDOW AND
BETTER.
DOOR OPENINGS.
20.
ALL ROOF J015T5, TRU55E5, LOOKOUTS,
8.
ALL PARTITIONS GREATER THAN 10 FEET H16H
BEAMS AND GIRDERS SHALL BE SECURED
WITHOUT A LATERAL SUPPORT SHALL HAVE
WITH APPROVED METAL STRAPS, GLIP5 AND
DOUBLE 2 X 4 STUDS AT 16' O.G. (NAILED
DINING ROOM
ANCHORS AT CONNECTIONS IN ACCORDANCE
TOGETHER WITH IOU NAILS AT (9" O.G.)
WITH 5FBG CHAPTER 29.
9.
USE WASHER5 AT ALL 13OLTEP TIMBER
21.
ROOF TRUSSES AND JOISTS SHALL BE
CONNEGTION5.
BEEN
AND ALL BRAGIN6 REQUIRED TO RE515T
10.
ALL BEARING WALL OPENIN65 SHALL HAVE
MEN
(2) 2 X 12 HEADERS (TYPICAL UNLE55
MENEM
NOTED) WITH 1/2" PLYWOOD IN BETWEEN.
11.
i
FAMILY ROOM
ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR VERIFICATION OF LOCATIONS
m
DIMEN51ON5 OF ALL PROJECT REQUIREMENTS.
MEN
ml
moomm
PLAY ROOM
mumom
ON
BEEN
KITCHEN
0
BEENE
MEN
0
1
lamim
CAE3ANA OATH
a
MEMO
MENEM
EMEND
mommia
-AT TUE3 OR $POUER ONLY TO l'-C'AFF.
GENERAL NOTES
I.
FOUNDATION DE516N 15 BASED ON A 501L
12.
SUBMIT 3 5ET5 SHOP DRAWING5 FOR THE
BEARING CAPACITY OF 2,000 P5F. FILL
ARGHITEGT5 REVIEW OF ALL ITEMS REOUIRIN6
SHALL BE COMPACTED TO q5% OPTIMUM
FABRICATION. DO NOT FABRICATE UNTIL
DENSITY AND FIELD TE5T5 SHALL BE TAKEN.
APPROVED.
2.
ALL REINFORCEMENT 5HALLBE 60,000 PSI
13.
ALL ROOF TRUSSES SHALL BE ANCHORED AT
MINIMUM YIELD NEW BILLET STEEL IN
EACH END, SEE ROOF FRAMING PLAN 4 5EGTION5.
d'
�M
ACCORDANCE WITH A5TM A615 GRADE 60.
ALL BAR LAPS SHALL HAVE A MINIMUM OF
14.
CONCRETE:
48 BAR DIAMETER PLACING OF
A- GOMPRE551VE STRENGTH OF CONCRETE AT 28 DAY5:
N
REINFORCEMENT SHALL CONFORM TO THE
SLABS ON FILL ________________ 2500 PSI
rn
LATEST AGI AND MANUAL OF STANDARD
ALL OTHER POURED IN PLACE GONG._ 3000 P51
PRAGTIGE GODE5. USE CORNER BARS IN
LLM
GROUT ---------------------- 3000 PSI
ALL FOUNDATION CORNERS TO MATCH
W
REINFORCEMENT 51ZE AND SPAGIN6.
B- MINIMUM CONCRETE COVER OVER REINFORCING STEEL
P-9
to
AS FOLLOWS:
3.
ALL 5TRUGTURAL STEEL SHALL BE ASTM
FOOTING 3"
A -36 STEEL ALL BOLT5 SHALL BE A5TM
COLUMNS 1 -1/2"
A -325 GRADE. ALL ANGHOR BOLTS SHALL
�W
BEAMS 1 -1/2"
BE A5TM A -307 GRADE. STEEL TUBES TO
V
INTERIOR 5LAB5 314"
N
BE GRADE B (Fy = 46K51)
EXPOSED 5LAB5 1 -112"
4.
ALL STRUCTURAL STEEL SHALL BE FREE OF
15.
PROVIDE 12" HIGH WATER HAMMER ARRESTING
SCALE, RUST, OIL AND OTHER DELETERIOUS
W
CHAMBER AT EACH FIXTURE GROUP.
�
MATERIAL AND SHALL BE COATED WITH RUST
co
INHIBITIVE PAINT.
16.
CONTRACTOR SHALL PROVIDE 5EPERATE B105
FOR COPPER AND PVG WATER LINES.
5.
ALL TIMBER SHALL HAVE A MINIMUM FIBER
DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
5TRE55 OF 1,000 P51 UNLE55 OTHERWISE
1-1.
ALL MATERIALS AND FIXTURES USED MUST
SHEET 17 OF 28
NOTED ON DRAWINGS.
BE BRAND NEW.
6.
ALL TIMBER IN DIRECT CONTACT WITH STEEL
18.
FIRE STOPS SHALL BE PROVIDED AROUND TOP,
OR CONCRETE SHALL BE PRESSURE TREATED,
BOTTOM, AND 51DE5 OF 5LIDIN6 DOOR
HAVE AN APPROVED SEPERATING, MATERIAL,
POGKET5.
OR HAVE GALVANIZED ANCHOR SEAT.
IG.
STRUCTURAL WOOD, 5UGH A5 4 X 4'5 OR
7.
ALL BEARING PARTITIONS SHALL BE SECURED
4 X 65 SHALL BE DOUGLAS FIR. 2 X 4'S
TO ADJACENT PARTITIONS, AND SHALL HAVE
USED FOR 5TRUGTURAL WOOD POST
AT LEAST A 3 -5TUD P05T ALL ENDS AND
COMPOSITE, YELLOW SOUTHERN PINE #2 OR
GORNER5 AND AT EACH END OF WINDOW AND
BETTER.
DOOR OPENINGS.
20.
ALL ROOF J015T5, TRU55E5, LOOKOUTS,
8.
ALL PARTITIONS GREATER THAN 10 FEET H16H
BEAMS AND GIRDERS SHALL BE SECURED
WITHOUT A LATERAL SUPPORT SHALL HAVE
WITH APPROVED METAL STRAPS, GLIP5 AND
DOUBLE 2 X 4 STUDS AT 16' O.G. (NAILED
ANCHORS AT CONNECTIONS IN ACCORDANCE
TOGETHER WITH IOU NAILS AT (9" O.G.)
WITH 5FBG CHAPTER 29.
9.
USE WASHER5 AT ALL 13OLTEP TIMBER
21.
ROOF TRUSSES AND JOISTS SHALL BE
CONNEGTION5.
PROVIDED WITH PERMANENT 6R055 /LATERAL
AND ALL BRAGIN6 REQUIRED TO RE515T
10.
ALL BEARING WALL OPENIN65 SHALL HAVE
UPLIFT AND LATERAL FORGES IN ACCORDANCE
(2) 2 X 12 HEADERS (TYPICAL UNLE55
WITH 5FBG CHAPTER 21,
NOTED) WITH 1/2" PLYWOOD IN BETWEEN.
11.
COORDINATE ALL 5TRUGTURAL WORK WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR VERIFICATION OF LOCATIONS
DIMEN51ON5 OF ALL PROJECT REQUIREMENTS.
DETAIL
GARAGE OVEREAD DOOR
2 X 6 P.T. WOOD JAMB
U1/ 5' X 1/2' 0IA. ANCHOR
B0LT5a 24' O.C.( 6' FROM
TOP 4 BOTTOM )
(OR A5 PER N.O.A.)
8' GONG, BLOCK
COL. (5EE FOUNDATION
PLAN FOR SIZE AND REINFJ
5EE ELEVATION FOR FIN15H
WOOD DOOR STOP.
i
1 1/2- "
REVISION
BY
u
d'
�M
M
H�
W
ONO
N
rn
n
LLM
W
P-9
to
C4
LL.
�O
�W
0
c�d
V
N
zo
H
4i
W
�
co
rn
DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
JOB 0504
SHEET
14 - C3
SHEET 17 OF 28
or #��;�b�2`,'
5.101,1�lk
REG. N
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