HomeMy WebLinkAbout2336-5ZIP STRIP V8"
�' WIDE X V' DEEP
MINIMUM
7411
\- ADDED VERT.-/
12'
- SINGLE LAYER
SLAB REINF. CONTRACTION JT. t/Z' DfA. SMOOTH DOWEL - --'--- --'
O 18" O.C. OIL &PAINT 24" 2N'
ONE SIDE 10� t__ 2N
311 31t
KEY JT., 1211
ADDED HORIZ
CONSTRUCTION JT.
- - - DOUBLE LAYER
�;0r! 1 `ACTION/CONST. JT. SCALE
NTS � WALL/FTG. SPLICE DTL. SCALE
2
40 QIA. a
8'-0" MAX. _. _
x 4" I 6" MIN. 4- � � ROOF FRAMING
-- - - ------Q
��-------------------- -- --2' SQ. MAX. OPENING
6" MIN.
-- - �--DOUBLE FRAMING AROUND
LAP SPLICE OPENING (TYPICAL)
t12dvSIMPSON HANGERS TYP.
D I
_. p = -OPENING -SEE PLAN FOR SIZE
6
,�-4-d
� 2 1/2"MIN. ----p _-_- - U-26-2
90' BEND HOOK OFFSET
8" DIA. MAX, HOLE THROUGH
TYPICAL REINFORCING BAR BENDS - - - =_ -- -=---_--: _ -- PLYWOOD SHEATHING
d=BAR DIA.
D=BEND DIA. SIMPSON "U26" HANGERS
MIN. D=6d FOR #7 BARS OR SMALLER ---- ----
D=8d FOR #8 BARS OR LARGER
D=5d FOR STIRRUPS AND TIES �'�-2 X 6 A 24" O.C.
f2FINF. SPLICING 1 SNS 3 FRAMING OPENINGS SNTS 4
0
m
I'll to] 9 Ris I i8 1 M alf ►yiXi L
NOTE: THIS EMBEDMENT
SHAM. BE TYP. U.N.O.
ANCHOR BOLT EMBEDMENT
BOLT SIZE
EMBEDMENT
1/2" DIA.
6"
5 8" D 1 A.
8"
3/411 DIA.
9"
7/8" DIA.
9"
1' DIA.
911
STRAP PER
DOUBLE
TOP PLATE
r
TOP PLATE SPLICE
SCALE
NTS
DOUBLE TOP PLATE
HEADER
TRIMMER -----
SEE "WOOD"
NOTE No. 8
ROUGH SILL
IPPER CRIPPLE STUDS
3 - 16d
-'" EA. END
REGULAR STUDS
S1UDS
SILL PLATE
LOWER CRIPPLE STUDS
S TYP. FRM'G AT WALL OPENINGS
�SPLICE LOCATION TYP.
AT ANY OF THE PLATES
rT-=-
4 X 6 H
STUDS
sNn 7 HEADER/WALL
GENERAL CONSTRUCTION NOTES
,CONCRETE BLOCK MASONRY
1.
THE INTENT OF THE STRUCTURAL DRAWINGS IS TO SHOW THE MAIN STRUCTURAL
RECORD -D
FEATURES AND STRUCTURAL DESIGN FOR THE PROJECT. ARCHITECTURAL
1. ALL CONCRETE BLOCK UNITS SHALL BE LIGHT WEIGHT GRADE %-T" CONFORMING
AT A
DETAILS ARE SHOWN INCIDENTLY ONLY AND NOT COMPLETELY. THEREFORE,
TO ASTM C-, 90.
ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH STRUCTURAL
DRAWINGS DURING ALL PHASES OF CONSTRUCTION. DISCREPANCIES BETWEEN
I ALL SLUMPED BLOCK UNITS SHALL BE GRADE "N•1;' CONFORMING TO ASTM C-90.
STRUCTURAL DRAWINGS AND ARCHITECTURAL DRAWINGS IF NOT CLARIFIED IN
THE ADDENDA AT THE REQUEST OF THE CONTRACTOR, SHALL BE BROUGHT
3. MORTAR FOR MASONRY CONSTRUCTION SHALL BE EITHER TYPE "M" OR "S".
TO THE ATTENTION OF THE ARCHITECT DURING CONSTRUCTION FOR
Z
CLARIFICATIONS. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION
4. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT
IN HIS BID.
28 DAYS.
2.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF
5, ALL CELLS SHALL BE GROUTED SOLID UNLESS NOTED OTHERWISE ON THE
0
BOTH LOCAL AND UNIFORM BUILDING CODE (U.B.C.) STANDARDS.
DRAWINGS. ALL CELLS CONTAINING HORIZONTAL OR VERTICAL REINFORCING
W
STEEL, BOLTS, OR INSERTS SHALL BE GROUTED, WHERE REINFORCING STEEL
ETC. OCCURS IN OR ADJACENT TO MORTAR JOINTS, THE CELLS ON EACH SIDE
3.
THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
OF SAID STEEL ETC. SHALL BE GROUTED. PLACE WIRE MESH, WIRE SCREEN
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND LANDSCAPE
OR METAL LATH UNDER BOND BEAM OVER CORES OF UNREINFORCED VERTICAL
DRAWINGS AND SPECIFICATIONS.
CELLS TO CONFINE GROUT. (PAPER, CARDBOARD, ETC. SHALL NOT BE USED).
4.
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON
6. CLEANOUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF ALL VERTICALLY
N
THE JOB SITE AND REPORT ANY ERRORS, OMISSIONS, OR POSSIBLE
GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-,0". MAXIMIM GROUT LIFT IS 8'--0".
W
DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING ANY WORK. SPECIAL
N
ZIw00
CARE SHALL BE GIVEN TO SITE AND BUILDING LAYOUT THEREON.
7. ALL MASONRY WALLS IN EXCESS OF 10'--0" IN HEIGHT SHALL BE BRACED TO
WITHSTAND A WIND LOAD OF 20 LBS. PER SQ. FT. APPLIED PERPENDICULAR
5.
THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE BRACES AND
TO WALL IN EITHER DIRECTION. BRACING SHALL REMAIN IN PLACE UNTIL
CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL
ROOF DIAPHRAGM (ETC.) IS COMPLETE ENOUGH TO SUPPORT THE WALL
r
THE STRUCTURE ITSELF (INCLUDING THE FLOOR AND ROOF DIAPHRAGMS) IS
COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF.
6.
OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL
�-
BE RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL, COORDINATE ALL
WOOD
DETAILS, AND SHALL OBTAIN ALL REQUIRED APPROVALS.
1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR GRADED IN ACCORDANCE
7.
COSTS OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION
WITH WCLIB RULES No. 16, AND TO BE OF THE FOLLOWING GRADES UNLESS
0
OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORNE BY THE
NOTED OTHERWISE:
'
CONTRACTOR.
I
4
STUDS AND PLATES 2" to 4" thick: 2" to 4" wide - CONSTRUCTION GRADE
8.
WHERE DESIGN AND DETAILS OF PLATE GIRDERS, TRUSSES, ETC., IS TO BE
STUDS AND PLATES 2" to 4" thick: 5" and wider - NO. 2
Q
PROVIDED BY FABRICATOR. CONTRACTOR SHALL SUBMIT CALCULATIONS
JOISTS AND PLANKS 2" to 4" thick: 5" and wider - NO. 2
�.; 0
PREPARED BY A CIVIL OR STRUCTURAL ENGINEER, TO THE ENGINEER AND TO
JOISTS AND PLANKS 2" to 4" thick: 2" to 4" wide - NO. 2
0
THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.
BEAMS AND STRINGERS 5" and thicker. 5" and wider- NO. 1
V)
POSTS 5" and thicker: 5" and wider - NO. 1
9.
WHERE "SPECIAL INSPECTION" IS REQUIRED ON THE PLANS. A REGISTERED
0�
DEPUTY INSPECTOR, APPROVED BY, AND RESPONSIBLE TO, THE ENGINEER AND
Z ALL PLYWOOD ROOF SHEATHING SHALL BE DOUGLAS FIR WITH LEGIBLE APA
BUILDING DEPARTMENT, SHALL BE EMPLOYED BY THE OWNER. SPECIAL
GRADE STAMPS AS FOLLOWS:
T
INSPECTION IS REQUIRED FOR:
,r
W
A. PLACING OF ALL CONCRETE WITH AN PC IN EXCESS OF 2,500 psi.
FACE GRAIN PARALLEL TO SUPPORTS -- STRUCTURAL I EXTERIOR
B. ALL FIELD WELDING, OR WELDING PERFORMED IN AN UNLICENSED
FACE GRAIN PERPENDICULAR TO SUPPORTS - C --D WITH EXTERIOR GLUE 1122, �
J
FABRICATING SHOP.
UNLESS OTHERWISE NOTED
Q
C. ALL CERTIFIED COMPACTED FILL.
F_
w
D. SUCH OTHER ITEMS AS MAY BE REQUIRED ON PLANS.
ALL PLYWOOD FLOOR SHEATHING SHALL BE C -D WITH EXTERIOR GLUE UNLESS
0
E. INSTALLATION OF HIGH STRENGTH BOLTS SHALL REQUIRE INSPECTION BY
OTHERWISE NOTED.
DATE
A DEPUTY INSPECTOR.
ALL PLYWOOD WALL SHEATHING SHALL BE STRUCTURAL I OR C -D DOUGLAS FIR
M. P.
APPROVED
AS NOTED ON THE PLANS,
10.
AS A CONVENIENCE TO THE CONTRACTOR, ENGINEER SHALL REVIEW REQUIRED
� g .
5OF, GI
SHOP DRAWINGS AS TO THEIR GENERAL CONFORMANCE TO THE DESIGN CONCEPT.
3. ALL FOUNDATION PLATES OR SILLS RESTING ON CONCRETE OR MASONRY
CONTRACTOR SHALL BE RESPONSIBLE, NONETHELESS, FOR COMPLIANCE AND
FOUNDATIONS SHALL BE PRESSURE TREATED DOUGLAS FIR.
DIMENSIONS AND SHALL SUBMIT SHOP DRAWINGS IF APPLICABLE, FOR THE
FOLLOWING:
4. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE NO. 25-Q UNLESS
A. GLULAM BEAMS AND PANELIZED ROOF FRAMING.
OTHER WISE NOTED. ALL NAILS SHALL BE COMMON NAILS SPACED AS
B. STRUCTURAL STEEL AND TAPERED STEEL GIRDERS, INCLUDING ERECTION
NOTED ON THE PLANS.
BRACING.
C. PRECAST CONCRETE ELEMENTS, INCLUDING PICKUP POINTS, STRONGBACKS
5. ALL BOLTS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS
AND BRACING, ALL CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL
SHALL BE PROVIDED NTH STANDARD METAL WASHERS.
ENGINEER.
D. CONCRETE POURING SEQUENCE, SHORING DETAILS AND SPECIAL
6. PROVIDE 2 INCH BLOCKING AT ALL ENDS OF JOISTS AND RAFTERS AND
CONSTRUCTION TECHNIQUES (CERTIFICATION MAY BE REQUIRED).
AT ALL BEARINGS. INTERMEDIATE BLOCKING SHALL BE INSTALLED AS
E. SUCH OTHER ITEMS AS MAY BE REQUIRED ON PLANS.
REQUIRED BY CODE. ALL PLYWOOD FLOOR SHEATHING SHALL HAVE 2 INCH
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND COMPLIANCE CERTIFICATES TO
BLOCKING AT EDGES. PLYWOOD ROOFSHEATHING SHALL HAVE 2 INCH
THE BUILDING DEPARTMENT WHEN REQUIRED.
BLOCKING AT EDGES WHERE NOTED ON THE PLANS.
11.
WHERE SOIL REPORT IS CITED, ITS REQUIREMENTS SHALL BE ADOPTED HEREIN.
7. PROVIDE 1 X 6 LET -IN BRACING AT APPROXIMATELY 45 DEGREES AND EVERY 25
FEET IN WOOD STUD WALLS NOT SHEATHED WITH PLYWOOD. BRACE TO BE
12.,
DETAILS SHOWN AS TYPICAL ARE APPLICABLE TO ALL SIMILAR CONDITIONS.
CONTINUOUS FROM SILL TO TOP PLATE.
8. PROVIDE ONE TRIMMER STUD AND ONE KING STUD UNDER ALL HEADERS IN
ONE STORY CONSTRUCTION. PROVIDE DOUBLE TRIMMER STUDS AND ONE
KING STUD IN ALL BOTTOM STORIES OVER ONE STORY.
CONCRETE
9. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
1.
CONCRETE SHALL HAVE THE FOLLOWING 28 DAY MINIMUM COMPRESSIVE
10. ALL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT THE
STRENGTH:
TIME OF USE.
2,500 psi WITH 4 INCH SLUMP
11. ALL METAL CONNECTORS SHALL BE BY SIMPSON STRONG -TIE COMPANY INC.
ALL HARDWARE CONNECTORS SHALL BE THE DESIGNATED MODEL No. TO
2. CEMENT SHALL CONFORM TO ASTM C-150.
MATCH THE MEMBER SIZE AS SPECIFIED BY THE MANUFACTURER (UNLESS
NOTED OTHERWISE ON DRAWING).
3. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER
PLACEMENT OF ALL OPENINGS, SLEEVES, CONDUITS, CURBS ETC. RELATING
12. SUBSTITUTIONS FOR SIMPSON STRONG -TIE COMPANY INC.'S' PRODUCTS MUST
TO THE WORK SLEEVES TO BE 2 INCHES LARGER THAN PIPE.
BE PRE --APPROVED IN WRITING BY THE DESIGN ENGINEER.
4. ALL ANCHOR BOLTS, DOWELS OR INSERTS SHALL BE SECURLY TIED IN PLACE
BEFORE CONCRETE IS POURED.
5. ALL SILL PLATES SHALL BE CONNECTED TO THE FOUNDATION WITH ANCHOR
BOLTS IN ACCORDANCE WITH DRAWINGS. THERE SHALL BE A MINIMUM OF
TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF
EACH END OF EACH PIECE.
6. ANCHOR BOLTS NOT CALLED OUT ON DRAWINGS SHALL BE 1/2" DIA. ANCHOR
BOLTS WITH A MINIMUM EMBEDMENT OF 6" INTO FOOTING AT 6'-0" O.C.
6 MAXIMUM, SEE ALSO DETAIL FOR ANCHOR BOLT EMBEDMENT THIS SHEET.
IN LIEU OF ANCHOR BOLTS, SHOT PINS FOR NON -SHEAR WALLS
MAY BE USED. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH
THE MANUFACTURER'S ICBO REPORT REQUIREMENTS.
REINFORCING STEEL
1. REINFORCING STEEL FOR FOOTING SHALL BE DEFORMED BARS CONFORMING
TO ASTM A-615 GRADE 60. LAP BARS A MINIMUM OF 40 DIAMETERS.
2. FOOTING DOWELS SHALL MATCH VERTICAL WALL OR COLUMN STEEL LAP 36
DIAMETERS.
3. AT ALL OPENINGS IN CONCRETE, CONCRETE BLOCK AND BRICK MASONRY,
PROVIDE AT LEAST 2--#5 BARS AT JAMBS, HEAD AND SILL, EXTENDING 2'-0"
BEYOND EDGES OF OPENING.
4. MINIMUM CONCRETE COVER SHALL BE:
3".....CONCRETE POURED AGAINST EARTH.
2".....FORMED CONCRETE WHICH WILL REMAIN IN CONTACT WITH EARTH.
1 1/2".....BEAMS, MEASURED TO MAIN STEEL; COLJMI8, MEASURED TO
TIES OR SPIRALS; EXPOSED.
3/4`\ .... SLABS; INSIDE FACES OF WALLS.
5. WIRE MESH SHALL CONFORM TO ASTM A-185. LAP 8" MINIMUM.
SCALE Q
111=10-011 8
16 CiA. JAMB
`STANDARD T ANCHOR
TYPICAL DOOR JAMB IN CMU WALL
1
�"
CITY DATE
RECORD. •DRAW IN
c_ t� O F �0 NT NN t CALk �_O �tA t N
p--.
c� s►y hP�tov�%oev
e -%TY f�i R Roe, 12.3 k2,tA t Am t7A'r t.�•% � %9% 2.`� 3
ARECORD-.DRAwING ��v, k1slo c-, kaA4mm
7 REVISIONS
ADDED
JBY
RECORD -D
RAW I N 6_"D
AT A
Z
w
Z
0
Z
W
Q
.
0
Q
Z
o
LO
l
N
ZU
F¢o
W
z �i
N
ZIw00
�.
Lo
M D! v
A
�
r
Q
W
�-
z Q
oom
Q
0
Z
V)
'
I
4
Q
V)
Q
.Z
=>
Q
O0
E--
�.; 0
Z--'
0
-,
LL.
V)
W
Lj.
x
0�
a
U
T
V)
,r
W
Z
U)
J
J
Q
Q
F_
w
W
Z
0
w
U
48
DATE
SCALE
AS NOTED
DRAWN
M. P.
APPROVED
N.N.
,jos
(93oi) 93121
SHEET
� g .
5OF, GI