HomeMy WebLinkAbout2769-2469 MIN. ACCESS (EITHER LOCATION)
CUM
CONDITION AT EXTEi JOR
2X& CONT. PLANK EA. SIDE
C"T. JOINT, OPTIONAL
CUT BA
SPALL
WI TH AS SHiMN oN
PLAN + 2'
UNFORMED FORMED
NOTES
1. IWOW NOT PERMITTED BELOW GRADE UNLESS
FOOTING AND WALL ARE FULLY F0I1'1ED.
2. 6TAKE6 ARE NOT PERMITTED UNTHiN FOOTING SECTION
3. FOUNDATION CONC. MAY BE PLACED DIRECTLY INTO
NEAT EXCAVATIONS, PROVIDING THE FOUNDATION
TRENCH WALLS ARE STABLE.
4. OBTAIN ARCHITECT'S APPROVAL FOR THE USE OF
EARTH FORMS FOR FOOTING -16
FOOTING TRENCH DETAIL
NO PIPES ALLOWED IN THIS
PORTITION OF FOOTING
METAL PiPE SLEEVE
COMPACTED FI TA%VMM SAND
71 "
04
'D' L I --b' MiN. NO EXCAVATION
3'_®' BELOW T1416 LINE
6 P FOOTIks AS MOD.
TO KEEP DIMENSION LE61
THAN 1'-i' EA STEP
FOR PIPE MORE THAN b' -m' BELOW BOTTOM OF FOOTINGS,
USE COMPACTED FILL (90% DEiISITY)INSTEAD OF
CONIC. TO FiLLIN PIPE TiSENCH
UTILITY TRENCH 2
'U' 1SAR6,6AWRE SIZE
AND SPACING AS MORIZ
REINFORCING
ADD " 3 244L Sm.1•IOOK * ib' SEE DETAIL e
FOR
OAC. WHEN BAR IS % OR
LARGER I. 'L' L DENT EXT'EN610N
W VERT
IN
WALL
JLtAt�O
J
J
J J
OEM BARB IN
ALTEiVNATE
DIRECTIONS
SiNGLE LAYER
itN WALL UNA
'L' • 4b DIA IN
MASONRY
SEE DETAIL f -s --j
FOR CONC- �.... //
DOUBLE LAYER
HORIZONTAL REINFORCING DETAI
1Z' iN.
FOUI%VATION WALL 'L' 'L'+
WWW. TO BE &AME
SIZE AND
AS FT'G. CONT. P
Im1w.
1 ,1 , 1 FX
- BOTTOM OF ieTYs.
'L' - SPLICE LENGTH, SEE DETAIL e
STEPPED FOOTING
LOW HYDROG
SEE DWG. FOF
OF WELD
STEEL PLATE
FILLET WELD
BUTT WELD
BEADS TO BE AT
LEAST FLUSH
LOW HYDROGEN WELD
LAP WELD
RE INF. STEEL SPLICE
N Y NOTES GENERALL�M��R M�So �
1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE 1. ALL MASONRY WORK SHALL CONFORM t0 THE IS%* EDITION i- THE SEC- CONTRACTOR SHALL VERIFY ALL DIMENSIONS
WITH THE sGRADING AND DRESSING RULES NO. 16 OF THE, (WITH I%% AMENDMENTS) EDITION OF THE US.C. CHAPTER 21. AND ITESITCONDITIONS BEFORE STARTING WORK. THE
CONCRETE REINFORCING TENSION LAP CLASS 15 WEST COAST LUMBERMAN'S ASSOCIATION.' ARCHITECT SHALL IBE WITH
TED OF ANY DISCREPANCY
. � _ Z ALL WOOD BEARING ON CONCRETE OR MASONRY WITHIN 4'2' BEFORE PROCEl�iNG WiTH TIME 10011W. -
CONCRETE: P C - 2500 PSI 2. MASONRY UMTS SHALL BE OF SIZES SHOWN ON
2 Dii'1ENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN
STEEL:
Fs = (00mo
PSI
SAR SIZE
IBOTTOM
TOP
SAR SPACING:
3db MIN
ARCHITECT. THE APPROVAL IS SUBJECT TO
04
23
30
05
29
30
%
33
46
01
41
53
08
4S
ra4
PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT
2
81
DOLT b'
ENBEDMENT PROJECTI
1*1
4' 4'
so
4' 4-
31/41
S' 4'
ARCHITECT. THE APPROVAL IS SUBJECT TO
•
3.
AROUND BOLTS
i LSO'
CGROUTINCs.
1114'
9' 6'
FROM GRADE SHALL BE PRESSURE TREATED DOUGLAS "m ARCHITECTURAL DRAWINGS AND/OR CALLED FOR IN SPECS. '
3. HOLES FOR BOLTS SHALL BE BORED WiTH A BIT (1/32' TO AND CONFORM TO ASTM- (C-92), GRADE 'N -i' ON DRAWINGS.
1116') LARGER THAN THE NOMINAL BOLT DIAMETER. MEDIUMWEICxHT OPEN END BLOCKS WITH MAXIMUM LINEAR
4. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. SHRINKAGE OF (2.2696)- 3. ALL 1994 SHALL CONFORM TO TNN MiBUILM NG CODE
A OF
UNLESS SPECIFICALLY NOTED OR DETAILED. THE 1994 EDITION OF THE CALIFORNIA BUILDING COOS AND
5. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS 3. MORTAR MIX SHALL BE TYPE S COMPOSED OF ONE PART PORT- ANY OTHER REGULATIONS OVER ANY PORTION OF THE WORK,
TO ALL SUPPORTS. LAND CEMENT AND 2-1/4 TO 3 PARTS SAND, BASED ON DRY INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH
NOT LESS THAN 1114) PART NO MORE ADMINISTRATION, AND THOSE LISTED IN THESE NOTES AND
b. PROVIDE SOLID BLOCKING OR CROSS -BRIDGING AT 8'-2'OC LOOSE
(1!2) PART LIME.
VOLUME, AND AND MORTAR SHALL BE 1800 PSI � SPECIFICATIONS.
MAXIMUM FOR ALL FLOOR JOISTS OVER l4') DEEP THAN
AND AT 10'2' O.C. MAXIMUM FOR ALL RAFTERS OVER (8 28 DAYS MINIMUM. NO PLASTIC CEMENT SHALL BE USED.
')
DEEP LOCATE FIRST BLOCK AT MIDSPAN 4• A.=^ IT MIX SHALL BE OF ONE PART PORTLAND 4. SEE ! ARGi-IiTEGTURAL, ELECTRICAL, AND MECHANICAL
i9 103 1. ALL STRUCTURAL PLYWOOD SNAi-L BE BTRUC:TURAL 1 GRADE PEA
TO 2-1/4 TO 3 PARTS SAND AND I TO 2 PARTS DRAWINGS FOR PITS, TRETICHES, ROOF OPENINGS,
«`11 91 126 u DOLTS AM LOCATED WITH EXTERIOR GLUE GiNG TO R'S 1-83. PEA GRAVEL AND NO MORE THAN 1/10 PART HYDRATED LIME DEPRESSIONS, ETC, NOT SHOWN ON THE STRUCTURAL
At TOP OF COLUMN OR OR LIME PUTTYT $HALL BE 2000 PSI a 28 DAYS. DRAWINGS.
$AR SiZE BOTTOM TOP AT FOOTING, ADDITIONAL 8. IN HORIZONTAL PLYWOOD SHEATHING, NO PANEL SHALL BE MA411 HEGHT OF GROUT LIFT SHALL BE T-0'. iF HKAI LIFr GROUTING 5• THE'C:ONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS
EMBEDMENT SHALL DE PROVWW LESS THAN 24 INCHES WIDE. IN VERTICAL PLYWOOD 15 USED - PROCESS APPROVAL WITH THE PROJECT ARCHITECT,
33AR SPACING: > 56b MiN COVET? 21/2 SAR DIA SHEATHING, NO PANEL SHALL BE LESS THAN 12 INCHES REPRESENT THE FINISHED STRUCTURE. THEY DO NOT
1
TO ENE COMPLIAtVCE WCTH 11S�C. PRIOR TO CONSTRUCTION. INDICATE .THE METHOD OF CONSTRUCTION. THE
04 23 30 ANGOR BOLT EMBEDMENT WiDE. APPROVAL WALL BE REOUNMO FOR 1404 LIFT GFUOUTING
9. ' ALL' BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
05 29 38 WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL PROTECT THE STRUCTUREANCLU , BUT T SE�IGTION. SUCH
�, 35 ,�� VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 2'-0'. t'1EASIdi�ES �'�-1- INCLUDE, BUT NOT SE LIMITED TO
12. ALL JOIST HANGERS SHALL BE 'SIMPSON' OR APPROVED SRACING, SHORING FOR LOAD$ DUE TO CONSTRUCTION
Vi 41 53 EQUAL. AND SHALL MATCH SUPPORTED MEMBER SiZE UNLESS3 (O ALL REINFORCING $
6
+61 . HALL HAVE A MiNiMUM COVERAGE OF EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY
8 4-1
OTHERWISE SHOWN ON DRAWINGS. THEY SHALL BE INSTALLED THE STRUCTURAL ENGINEER SHALL NOT .INCLUDE THE
53 61 FOR MAXIMUM RATED LOAD& 1/2' GROUT. INSPECTION OF THE ABOVE ITEMS.
M9 it. PROVIDE 2X FIRE STOP$ AT ALL INTERSECTIONS OF STUD 1. BOLTS SHALL BE SET WITH TEMPLATES AND GROUTED WITH 1' OF
WALLS AND/OR STUD PARTITIONS AT FLOOD, CEILING AND GROUT BETWEEN BOLT AND MASONRY. 6• CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING
Imo 5
"'11 i8 I01 ROOF. FIRE STOP'S At A MAXIMUM SPACING. of 8'-P>'O:C. ANO EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR
-- HE VERTICAL p11�CTiON, PROVIDE 2X FIRE STOPS IN
BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,
EMBEDMENT iN T
iNF. caTL. SPLICE IN CONC. FURRED SPACES, VERTICAL AND HORIZONTAL- 8. NO PIPES OR DUCTS SHALL BE PLACED iN MASONRY' WALLS FOUNDATIONS, ETC. iF ANY SUCH STRUCTURES ARE
UNLESS SPECIFICALLY NOTED OR DETAILED IN STRUCTURAL DRAWING FOUND, NOTIFY THE ARCHITECT IMMEDIATELY.
2- 45 HOR(Z- At TOP
AND BOTTOM OF
OPENING (TYP-)
HOOK END WHERE 2'-2'
MIN- EXTENSION IS NOT
POSSIBLE
2- 5 VERT. FULL HEIGHT
WHERE OPENING 16 OVER
30' 3'-4' WiDE, OTHERWISE
11'P EXTEND 32' PASS EDGES
OF OPENING
BOLT
SIZE 'D'
'
1' MIN. GROUT
12, ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE
9.
IN MASONRY WALLS NOT
ALL VERTICAL REALL
3/419S
5'
ARCHITECT. THE APPROVAL IS SUBJECT TO
•
3.
AROUND BOLTS
OTHERWISE NOTED:
FOLLOWING GRADES UNLESS OTH
CGROUTINCs.
RETAINING EARTH SHALL BE LOCATED IN THE CENTER OF
E
i. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT P
NAILING WILL NOT BE APPROVED IN 5/16' PLYWOOD- IF
11. ELECTRICAL CONDUIT SHALL BE RUN VERTICALLY IN MASONRY
4.
•
•
IN MASONRY
SCUD, PLATES AND SLOCKING.............NO. I
THE PROCEDURES CONTAINED TWMIN. USE LOW HYDROGEN
THE WALL, UNLESS OTHERWISE NOTED ON PLAN.
PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT
iS NOT PERMITTED.
ON -GRADE.
CONCRETE
• "•�
BEAMS AND STRINGERS DENSE NO. 1
5.
SITE PIQEPARQATION SHALL CONFORM t0 THE
EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
SIZED, UNLESS NOTED OTHERWISE ON PLAN.
6. ALL STEEL PIPE SHALL CONFORM TO ASTM. A-53 GRADE
' • •:•:
POSTS AND MULLIONS L 8Ti?U
10.
REINFORCING SHALL SE SECURELY HELD AND BRACED IN
PROVIDE ADEQUATE SHORING AND OR BRACING WHERE
t NG
STEEL
WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER
FOOTING EXCAVATION SHALL BE INSPECTED SY THE SOIL
MACHINE BOLT,
JOISTS AND RAFTERS
1.
PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY AND
STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
6.
'
2.
ANCHOR BOLT
(2X6 AND LARGER) O. 1
3. ALL WELDING 6HAL.L 15E DONE BY A CERTIFIED WELDER AND
GROUTING.
4.
LAP 51RE iN CONCRETE CONSTRUCTION SHALL BE IN
3.
•
�.,
�.
z
'D D
SCHED
OR BAR STOCK
(2X4 AND 3X4) O. 1
ACCORDANCE WITH THE SCHEDULE ON SHEET 6-1 OF
BOTTOM
CEMENT TO NOT MORE THAN THREE PARTS OF SAND.
SECTION
EXPANSiON/EPDXY ANCHORS
FOC
1,tS
6.
15EAMS
11.
SOLiD GROUT ALL CELLS OF HOLLOW CORE MASONRY UNITS.
FACE OF BLOCK
N
WIRE FABRIC
•
'I
FOW
SHALL BE 48 SAR DIAMETER$, 24' MINIMUM, UNLESS NOTED
CONCRETE OR
MASONRY WALL
(LESS THAN 4' IN WIDTH), NO. i
PLANK AND DECKING L COM
12.
THE COMPRESSIVE STRENGTH OF MASONRY SHALL
FOOTING
21. NAiLERS BOLTED TO STEEL MEMBERS SHALL BE MINIMUM
OTHERWISE. JAMB RE INF- .AT WALL OPENiNGS, VERT. CHORD
• ,•
SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
11. SUBMIT REINFORCING SHOP DRAWINGS FOR REVIEW 15Y THE
13. NAILING FOR 5/8' AND 3/4' PLYWOOD SHALL BE 10d
SE Fm':1520 PSI.
FOUNDATION
BARS AT ENDS AND WALL INTERSECTIONS SHALL 14AVE A LAP
OF '12 DIAMETER MINIMUM. 08 AND LARCsER REINFOFCING
S.
CONCRETE SHALL BE CURED IN ACCORDANCE WITH
1•
WELDED STUD OR BOLT b INCHES FROM EACH END.
PLYWOOD NAILS, 2-i/2' X •9 GAGE X 9/32' DIAMETER
13.
SANDBLAST ALL CONCRETE ABUTTING STRUCTURAL MASONRY.
THE SPECIFICATIONS.
•
HEAD SARSED SHANK, EQUIVALENT.
14.
ALL MASONRY WORK SHALL BE SPECIAL INSPECTED.
1 SOIL TYPE• DENSE SILTY SAND AND SILTY GRAVEL WITH SAND
2- 45 HOR(Z- At TOP
AND BOTTOM OF
OPENING (TYP-)
HOOK END WHERE 2'-2'
MIN- EXTENSION IS NOT
POSSIBLE
2- 5 VERT. FULL HEIGHT
WHERE OPENING 16 OVER
30' 3'-4' WiDE, OTHERWISE
11'P EXTEND 32' PASS EDGES
OF OPENING
BOLT
SIZE 'D'
EM15EDMENT
VZ' 0
4'
5/8'o
4'
3/419S
5'
ARCHITECT. THE APPROVAL IS SUBJECT TO
16.OPEN-END BLOCK UNITS SHALL BE USED FOR HIGH -LIFT
3.
THE MAXIMUM DESIGN SOIL BEARING VALUE IS 2022PS.i.
14. MACHINE APPLIED NAILING: USE OF MACHINE NAILING IS
SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR
15. ALL MASONRY UNITS SHALL BE PLACED RUNNING BOND PATTERN
2.
ALL FOOTINGS SHALL EXTEND TO A MIMIt11UM OF 18' BELOW
EACH PROJECT AND THE APPROVAL BY THE PROJECT
USE OPEN-END UNITS WHERE POSSIBLE.
CANTILEVERED
THE LOWEST ADJACENT FINISH GRADE.
ARCHITECT. THE APPROVAL IS SUBJECT TO
16.OPEN-END BLOCK UNITS SHALL BE USED FOR HIGH -LIFT
3.
THE MAXIMUM DESIGN SOIL BEARING VALUE IS 2022PS.i.
CONTINUED SATISFACTORY PERFORMANCE. MACHINE
CGROUTINCs.
2.
WELDED WIRE FABRIC SHALL C X FOR't TO ASTM A-185,
NAILING WILL NOT BE APPROVED IN 5/16' PLYWOOD- IF
11. ELECTRICAL CONDUIT SHALL BE RUN VERTICALLY IN MASONRY
4.
ALL FiLL AND BACKFILL SHALL SE COMPACTED
NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD
WALLS. HORIZONTrAL ELECTRICAL CONDUIT IN MASONRY WALLS
THE PROCEDURES CONTAINED TWMIN. USE LOW HYDROGEN
IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION
SE NORMAL FOR A HAND HAMMER OR iF MINIMUM ALLOWABLE
iS NOT PERMITTED.
ON -GRADE.
CONCRETE
EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE
PER ASTM 0I29
5.
SITE PIQEPARQATION SHALL CONFORM t0 THE
WALL BE DEEMED UNSATISFACTORY.
SIZED, UNLESS NOTED OTHERWISE ON PLAN.
6. ALL STEEL PIPE SHALL CONFORM TO ASTM. A-53 GRADE
EARTHWORK SPECIFICATION
15. ALL NAILS SHALL BE COMMON WIRE NAILS.
MAX
I Nf
O�'C
t NG
STEEL
WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER
FOOTING EXCAVATION SHALL BE INSPECTED SY THE SOIL
16. ALL NAILING SHALL COMPLY WITH TABLE 23A-1-0 OFE
WITH CHAPTER I OF AMERICAN CONCRETE INSTITUTE 315
1.
ALL CONCRETE SHALL C 0NFORM TO CHAPTER 19 OF THE UZZ.
i
6.
EiNGINEER. BUILDING OPFICAL AND THE STRUCTURAL ENGINEER
OPENING THE 1994 EDITION OF THE US.C.
PRIOR TO THE POURING OF CONCRETE.
i1 PLYWOOD WEB JOISTS $HALL HAVE PLYWOOD WEB PER 1. BAR REtNFORCiNG SHALL CONFORM TO ASTM A-615 GRADE
ANCHOR 5OL T EM5E DMENT 'TRUSS JOIST CORP' PRODUCT OR APPROVED EQUAL. 60 DEFORMED FOR N0.5 AND LARGER: NO.4 AND SMALLER
18. ALL LUMBER $HALL HAVE A MAXIMUM MOISTURESHALL CONFORM TO GRADE 40. LoWxITUDINAL REINFORCING STEEL
CONC- OR MASONRY WALL OPENING � CONTENT OF M% (DRY) LUMBER IN GRADE BEAMS SUPPORTING STEEL MOMENT FRAMES SHALL
CONFORM TO ASTM A -i06 GRADIN 62
06M RENDS
'D'•bd FOR to BAR AND SMALLER
608•6d FOR 09 BAR AND LARGER
4' MiN. It MASONRY
is, MIL iN CONE
48 DIAM. LAP IN
FOR LAP LENGTH
It CONC. SEE DET. 4!0K)
LAP AMD OFFSET ST i RRUP OR T IE I OBEAM DEPTH DETAiLs.
+ i -LAMINATION A$ NOTED.
L _ _ I. GLUE -LAMINATED BEAMS SHALL BE COMBINATION '24F -V8' 8. ALL REINFORCING STEEL, ANCHORR-SOLTS, DOWELS SHALL
FOR CONTINUOUS OR CANTILEVER SEAMS, '24F -V4 FOR BE SECURELY TiED IN PLACE BEFORE PLACING CONCRETE
RE
SINGLE SPAN BEAMS, INDUSTRIAL APPEARANCE GRADE OR MASONRY CsROUT.
RE I NFO t�C I N OVt�S N D �E N D WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE
GRADE WHERE EXPOSED 9 ALL MASONRY BLOCK WALLS SHALL ISE DOWELED TO THE
O
L/S
8. ALL GLUE -LAMINATED BEAMS SHALL SE DOUGLASFIR
3/4 L MINL
AND BE DONE IN CONFORMANCE WiTH THE 'STFUCTURAL
2. ALL BOLT$ SHALL CONFORM TO ASTM. A -30i FOR
CANTILEVERED
19. TRUSS MANUFACTURERS SHALL SUBMIT CALCULATIONS AND
ON EARTH SIDE WHEN PLACED AGAINST EARTH._..3'
"5
S• ALL STRUCTURAL STEEL SHALL 13E FABRICATED IN THE
SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS
Lan -
,��.►�,,�.-. s.,: t� �...-�.�, :,�„x-. as�trfz=t�Av ►�nrt:r+
•_fir • • •
SUPPORTING FOOTING WITH BARS of THE SAME SiZE,
SHOP DRAWINGS, PREPARED BY A CALIFORNIA LICENSED
2.
WELDED WIRE FABRIC SHALL C X FOR't TO ASTM A-185,
WELDING SOCIETY AWS Dl -4 BY WELDERS QUALIFIED UNDER
v' A
A •, ••v H wr'V' BOLTS•W.' WHICHTO
AS NIGH STRENGTH WHICH SHALL CONFORM TO
SE
CIVIL OR STRUCTURAL ENGINEER t0 THE ARCHITECT
L*
FLAT SHEETS. KEEP REINFORCING AT CENTER TO $LAS -
THE PROCEDURES CONTAINED TWMIN. USE LOW HYDROGEN
ASTM. A-325S.C. HOLES FOR BOLTS SHALL BE 1/16' OVER
SC
FOR REVIEW PRiOR TO FABRICATION.
POUR JOINTS SHALL BE APPROVED BY THE ARCHITECT
ON -GRADE.
CONCRETE
TIED COLUMNS (STIRRUPS) ABOVE CsRADE._--i-1/2'
PER ASTM 0I29
AND STRUCTURAL. ENGINEER BEFORE POURING
LOADING SHALL BE AS FOLLOWS:
GRADE AND THE SAME SPACING AS THE VERTICAL BARS IN
SIZED, UNLESS NOTED OTHERWISE ON PLAN.
6. ALL STEEL PIPE SHALL CONFORM TO ASTM. A-53 GRADE
ICANT
L (SIMPLE SPAN)
MAX
S.
DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE
A/C
L
WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER
DEAD LOAD 22 PSF (SLOPED ROOF)
1. STRUCTURAL STEEL SHALL CONFORM TO ASTM. A-36
WITH CHAPTER I OF AMERICAN CONCRETE INSTITUTE 315
1.
ALL CONCRETE SHALL C 0NFORM TO CHAPTER 19 OF THE UZZ.
SPECIFICATIONS AND t0 THE AiS.C. SPECIFICATIONS
FOR FABRICATION AND ERECTION.
LiVE LOADS-.. 22 PSF
BEAM WITH ONE END BE STAMPED WiTH AN IDENTIFYING NUMBER AND SHALL BE
UNLESS NOTED ON THiS DRAWiNG. OR PER TITLE 24 CCR
PART 2
2.
CEMENT SHALL CONFORM TO ASTM. (C-50) 111 11.
•--
3. ALL WELDING 6HAL.L 15E DONE BY A CERTIFIED WELDER AND
20. WHERE JOISTS ARE SUPPORTING MECHANICAL EQUIPMENT
4.
LAP 51RE iN CONCRETE CONSTRUCTION SHALL BE IN
3.
DRYPACK SHALL BE COMPOSED OF ONE PART OF PORTLAND
�.
z
'D D
SCHED
RAL FEATURES,CONSULT
AND ARCHITECTURALLT MEAC44ANIC-AURES
PREHEAT IS REQUIRED PER 'AWS' STANDARD.
ACCORDANCE WITH THE SCHEDULE ON SHEET 6-1 OF
BOTTOM
CEMENT TO NOT MORE THAN THREE PARTS OF SAND.
SECTION
EXPANSiON/EPDXY ANCHORS
FOC
1,tS
6.
THESE DRAWINGS. LAP BARS IN MASONRY CONSTRUCTION
STRUCTURAL MASONRY
ARG METHOD ELECTRODE SHALL BE E12XX.
FACE OF BLOCK
N
WIRE FABRIC
LOADS.
FOW
SHALL BE 48 SAR DIAMETER$, 24' MINIMUM, UNLESS NOTED
4.
ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE
1i
FOOTING
21. NAiLERS BOLTED TO STEEL MEMBERS SHALL BE MINIMUM
OTHERWISE. JAMB RE INF- .AT WALL OPENiNGS, VERT. CHORD
SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
11. SUBMIT REINFORCING SHOP DRAWINGS FOR REVIEW 15Y THE
4. ALL FIELD AND SHOP WELDING AND HIGH STRENGTH BOLT
4 FEET LONG PiECES AND SHALL BE CONNECTED WITH A
3/4 L
BARS AT ENDS AND WALL INTERSECTIONS SHALL 14AVE A LAP
OF '12 DIAMETER MINIMUM. 08 AND LARCsER REINFOFCING
S.
CONCRETE SHALL BE CURED IN ACCORDANCE WITH
1•
WELDED STUD OR BOLT b INCHES FROM EACH END.
ARCHITECT BEFORE FABRICATION.
BARS SHALL HAVE A FULL PENETRATION BUTT WELD At SPLICE
Lc<12'
L
THE SPECIFICATIONS.
Lc<12' SPACING IN ADJACENT
i
TO THE STRUCTURAL ENGINEER FOR REVIEW PRiOR To
12. PROVIDE THE FOLLOWING MINIMUM CLEAR COVER OF
6.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
-
LAMINATIONS: PER
S.
LAPS OF WELDED FABRIC AT SPLICES SHALL NOT BE LESS
OVER REINFORC(NlCs STEEL UNLESS OTHERWISE
PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE
CAST INTO CONCRETE AND FOR FLOOR DEPRESSIONS, PiTS, ETC.
THAN 8 INCHES.
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS
•
b.
REINFORCING STEEL DETAILING, BENDING AND PLACING
SHALL BE AS FOLLOWS:
I'aSEAM DEPTH
SHALL BE IN ACCORDANCE WiTH THE CONCRETE
REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD
FOUNDATI PSI (STONE)
SLABS ON GRADE PSI (STONE)
+ 1 -LAMINATION
L/2
PRACTICE', LATEST EDITION.'
SLAB IN APPARATUS Rt'1--- A500 PSi (STONE)
SITE CONCRETE SEE ARCH DWGS AND SPECIFICATIONS
GLUr.-LAMINATED
LUMBER
"I.
SPACER TIES: FURNISH 03 TIES AT 24' O.C. IN ALL
UNLESS OTHERWISE SHOWN IN
r-
-�
BEAMS AND FOOTINGS,
8-
ALL CONCRETE SHALL 15E NORMAL WEIGHT CONCRETE EXCEPT
LAP AMD OFFSET ST i RRUP OR T IE I OBEAM DEPTH DETAiLs.
+ i -LAMINATION A$ NOTED.
L _ _ I. GLUE -LAMINATED BEAMS SHALL BE COMBINATION '24F -V8' 8. ALL REINFORCING STEEL, ANCHORR-SOLTS, DOWELS SHALL
FOR CONTINUOUS OR CANTILEVER SEAMS, '24F -V4 FOR BE SECURELY TiED IN PLACE BEFORE PLACING CONCRETE
RE
SINGLE SPAN BEAMS, INDUSTRIAL APPEARANCE GRADE OR MASONRY CsROUT.
RE I NFO t�C I N OVt�S N D �E N D WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE
GRADE WHERE EXPOSED 9 ALL MASONRY BLOCK WALLS SHALL ISE DOWELED TO THE
O
UNIFORM LOAD
CONCRETE
L/S
8. ALL GLUE -LAMINATED BEAMS SHALL SE DOUGLASFIR
3/4 L MINL
AND BE DONE IN CONFORMANCE WiTH THE 'STFUCTURAL
2. ALL BOLT$ SHALL CONFORM TO ASTM. A -30i FOR
CANTILEVERED
MOISTURE CONTENT SHALL 15E LESS THAN 16%.
ON EARTH SIDE WHEN PLACED AGAINST EARTH._..3'
"5
S• ALL STRUCTURAL STEEL SHALL 13E FABRICATED IN THE
SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS
Lan -
,��.►�,,�.-. s.,: t� �...-�.�, :,�„x-. as�trfz=t�Av ►�nrt:r+
•_fir • • •
SUPPORTING FOOTING WITH BARS of THE SAME SiZE,
STRUCTURAL
4.
INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP
WELDING SOCIETY AWS Dl -4 BY WELDERS QUALIFIED UNDER
v' A
A •, ••v H wr'V' BOLTS•W.' WHICHTO
AS NIGH STRENGTH WHICH SHALL CONFORM TO
SE
E
L*
WRAPPED. ARCHITECTURAL APPEARANCE LAMINATED BEAMS
THE PROCEDURES CONTAINED TWMIN. USE LOW HYDROGEN
ASTM. A-325S.C. HOLES FOR BOLTS SHALL BE 1/16' OVER
SC
TO FABRICATION.
POUR JOINTS SHALL BE APPROVED BY THE ARCHITECT
IQANlrANt
TAS.
TIED COLUMNS (STIRRUPS) ABOVE CsRADE._--i-1/2'
PER ASTM 0I29
AND STRUCTURAL. ENGINEER BEFORE POURING
2. EXTERIOR GLUE SHALL 59 USED ANO BE PRESSURE HEATED
GRADE AND THE SAME SPACING AS THE VERTICAL BARS IN
SIZED, UNLESS NOTED OTHERWISE ON PLAN.
6. ALL STEEL PIPE SHALL CONFORM TO ASTM. A-53 GRADE
ICANT
L (SIMPLE SPAN)
MAX
WELDED WIRE FABRIC. -_...CENTER LINE OF SLAB
S AND STEEL TUBE SHALL CONFORM TO A.S T.M. A-522
GRADE S.
A/C
L
WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER
THE WALLS.
1. STRUCTURAL STEEL SHALL CONFORM TO ASTM. A-36
LC�12' LC<12
3. EACH PIECE OF STRUCTURAL GLUE -LAMINATED LUMBER SHALL
12. REINFORCING STEEL, t0 BE WELDED
SPECIFICATIONS AND t0 THE AiS.C. SPECIFICATIONS
FOR FABRICATION AND ERECTION.
SIMPLE SPAN SEAM
BEAM WITH ONE END BE STAMPED WiTH AN IDENTIFYING NUMBER AND SHALL BE
$HALL BE ASTM A-'126 REINFORCING STEEL
5.
UNIFORM LOAD
CONCRETE
CANTELEVERED
8. ALL GLUE -LAMINATED BEAMS SHALL SE DOUGLASFIR
ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED
IN SECTION 2305 OF THE UNIFORM BUILDING CODE.
AND BE DONE IN CONFORMANCE WiTH THE 'STFUCTURAL
2. ALL BOLT$ SHALL CONFORM TO ASTM. A -30i FOR
CANTILEVERED
MOISTURE CONTENT SHALL 15E LESS THAN 16%.
ON EARTH SIDE WHEN PLACED AGAINST EARTH._..3'
"5
S• ALL STRUCTURAL STEEL SHALL 13E FABRICATED IN THE
SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS
WELDING CODE -REINFORCING STEEL' OF THE AMERICAN
,��.►�,,�.-. s.,: t� �...-�.�, :,�„x-. as�trfz=t�Av ►�nrt:r+
•_fir • • •
S. ALL GLUE -LAM FABRICATION SHALL CONFORM TO THE
ON EARTH SIDE WHEN FORMED- 2 (i IR FOR t SMALLER)
4.
INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP
WELDING SOCIETY AWS Dl -4 BY WELDERS QUALIFIED UNDER
v' A
A •, ••v H wr'V' BOLTS•W.' WHICHTO
AS NIGH STRENGTH WHICH SHALL CONFORM TO
EXTERIOR WALL STEEL ABOVE GRADE 2' (1 i/1' FOR �5 t SMALLER)
TWROUGH THE ARCHITECT FOR REVIEW PRIOR
MAXIMUM, UNLESS NOTED OTHERWISE. LOCATION OF
WRAPPED. ARCHITECTURAL APPEARANCE LAMINATED BEAMS
THE PROCEDURES CONTAINED TWMIN. USE LOW HYDROGEN
ASTM. A-325S.C. HOLES FOR BOLTS SHALL BE 1/16' OVER
SC
TO FABRICATION.
POUR JOINTS SHALL BE APPROVED BY THE ARCHITECT
CONTINUOUS
TAS.
TIED COLUMNS (STIRRUPS) ABOVE CsRADE._--i-1/2'
PER ASTM 0I29
AND STRUCTURAL. ENGINEER BEFORE POURING
$HALL BE INDIVIDUALLY WRAPPED.
ELECTRODES, GRADE (E90) FOR GRADE 60 REINFORCINCx
SIZED, UNLESS NOTED OTHERWISE ON PLAN.
6. ALL STEEL PIPE SHALL CONFORM TO ASTM. A-53 GRADE
S L POURING PROCEDURE g
G L U LAM V E AM D E T A i L 1 �
MAX
WELDED WIRE FABRIC. -_...CENTER LINE OF SLAB
S AND STEEL TUBE SHALL CONFORM TO A.S T.M. A-522
GRADE S.
A/C
AIR CONDiTIONINtG
M5
MACHINE 15OLT
BARS. SPECIAL INSPECTION IS REQUIRED FOR ALL FiELD
ARCH
ARCHITECTURAL
%i$EAM DEPTH
NOT TO SCALE
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
GRO�/W/TCH
=
5.
ADEQUATE SRACINCx SHALL BE PROVIDED DURING ERECTION-
WELDING OF RESAR- PER 1928A.12 -T24 CCR PART 2.
3. ALL WELDING 6HAL.L 15E DONE BY A CERTIFIED WELDER AND
BLOCKING
+ i -LAMINATION
REINFORCING
SHOP AND FIELD WELDiNCx
5M
BEAM
SCHED
SCHEDULE
PREHEAT IS REQUIRED PER 'AWS' STANDARD.
CONFORM TO A.W.S. SPECIFICATIONS. Di l FOR SHIELDED METAL
BOTTOM
SECT
SECTION
EXPANSiON/EPDXY ANCHORS
FOC
FACE OF CONCRETE
6.
INE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED
STRUCTURAL MASONRY
ARG METHOD ELECTRODE SHALL BE E12XX.
FACE OF BLOCK
WIRE FABRIC
FOW
BY A LICENSED FABRICATOR SPECIALIZING IN THiS TYPE
WC.J
WALL CONTROL JOINT
FTG
FOOTING
PORTION(S) OF SEAM
WHERE THERE SHALL
WH R
OF WORK
11. SUBMIT REINFORCING SHOP DRAWINGS FOR REVIEW 15Y THE
4. ALL FIELD AND SHOP WELDING AND HIGH STRENGTH BOLT
[.CANT I
3/4 L
/8
CANT
MIN. END JOINT
1•
THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS
ARCHITECT BEFORE FABRICATION.
INSTALLATION SHALL BE SPECIAL INSPECTED IN
Lc<12'
L
Lc<12' SPACING IN ADJACENT
i
TO THE STRUCTURAL ENGINEER FOR REVIEW PRiOR To
12. PROVIDE THE FOLLOWING MINIMUM CLEAR COVER OF
ACCORDANCE WITH THE U.S.C. SECTION 2212.5 AND GRAFTER 1'1
OF THE U.B�C. WELDINIG INSPECTOR SHALL BE Aa1J�5.
-
LAMINATIONS: PER
FABRICATION.
OVER REINFORC(NlCs STEEL UNLESS OTHERWISE
TNG INSPECTOR
CJ
VOLUNTARY PRODUCT
SEAM WITH BOTH ENDS STANDARD PS 56.
8. ALL GLUE -LAMINATED BEAMS SHALL SE DOUGLASFIR
NOTED ON PLAN:
CERTIFIED WELD
NOTE:
AS SHOWN ABOVE
CANTILEVERED
MOISTURE CONTENT SHALL 15E LESS THAN 16%.
ON EARTH SIDE WHEN PLACED AGAINST EARTH._..3'
"5
S• ALL STRUCTURAL STEEL SHALL 13E FABRICATED IN THE
SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS
POUR SLAB ON GRADE IN SECTIONS
COLUMN
S. ALL GLUE -LAM FABRICATION SHALL CONFORM TO THE
ON EARTH SIDE WHEN FORMED- 2 (i IR FOR t SMALLER)
SHALL BE SUBMITTED TO THE STRUCTURAL E=NGINEER
SiDES SHALL BE At COLUMN LINES, AND 2m'-0'O.C.
b
US.C. 1994 EDITION, SECTION 2312 AND 231216
EXTERIOR WALL STEEL ABOVE GRADE 2' (1 i/1' FOR �5 t SMALLER)
TWROUGH THE ARCHITECT FOR REVIEW PRIOR
MAXIMUM, UNLESS NOTED OTHERWISE. LOCATION OF
ASSREVATIONS
T45
T.O.P-
INTERIOR WALL STEEL AND SUPPORTED SLABS. -..3/4'
TO FABRICATION.
POUR JOINTS SHALL BE APPROVED BY THE ARCHITECT
CONTINUOUS
TAS.
TIED COLUMNS (STIRRUPS) ABOVE CsRADE._--i-1/2'
PER ASTM 0I29
AND STRUCTURAL. ENGINEER BEFORE POURING
EXISTiNG
IP). SEE DETAILeFOR TENSION LAMINATIONS.
SEAMS (STIRRUPS) ABOVE GRADE 1-1/2'
6. ALL STEEL PIPE SHALL CONFORM TO ASTM. A-53 GRADE
S L POURING PROCEDURE g
G L U LAM V E AM D E T A i L 1 �
MAX
WELDED WIRE FABRIC. -_...CENTER LINE OF SLAB
S AND STEEL TUBE SHALL CONFORM TO A.S T.M. A-522
GRADE S.
CJ
CONTROL JOINT
STD
STANDARD
I. ALL ANCHOR BOLTS SHALL CONFORM TO A.S TM. A36
CLG
CEILING
STL
STEEL
SPECIFICATION. ALL HEADED ANCHOR AND ALL -THREAD
COL
COLUMN
STRUCT
STRUCTURAL
RODS IN FOUNDATION SHALL CONFORM TO A.S.T.M. A-449
CONC
CONCRETE
TRIC
THICK
SPECIFICATIOK
CONN
CONSTR
ASSREVATIONS
T45
T.O.P-
TOP t BOTTOM
TOP OF PARAPET
& PROVIDE 1000 PSI NON -SHRINK GROUT UNDER BASE PLATES
CONT
CONTINUOUS
TAS.
TOP OF SHEATHING
PER ASTM 0I29
(E)
EXISTiNG
GA
GAUGE
PROVIDE 'SPECIAL INSPECTION' IN ACCORDANCE WITH SECTION
(N)
NEW
MAX
MAXIMUM
ti21 OF THE UNIFORM BUILDING CODE FOR THE FOLLOWINCx ITEMS:
A/C
AIR CONDiTIONINtG
M5
MACHINE 15OLT
ARCH
ARCHITECTURAL
NTS
NOT TO SCALE
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
SILK
aLOCi=
FLY'wv
PL.=OD
STRUCTURAL CONCRETE OVER 2522P51
SLKG
BLOCKING
REINF
REINFORCING
SHOP AND FIELD WELDiNCx
5M
BEAM
SCHED
SCHEDULE
HiGH-STRENGTH BOLTS
BOT
BOTTOM
SECT
SECTION
EXPANSiON/EPDXY ANCHORS
CJ
CONTROL JOINT
STD
STANDARD
Foothill
CLG
CEILING
STL
STEEL
COL
COLUMN
STRUCT
STRUCTURAL
987
CONC
CONCRETE
TRIC
THICK
9980
CONN
CONSTR
CONNECTION
CONSTRUCTION
T45
T.O.P-
TOP t BOTTOM
TOP OF PARAPET
INSPECTION
SPECIAL
CONT
CONTINUOUS
TAS.
TOP OF SHEATHING
DIA
DIAMETER
TA,STL
T.O.W.
TOP OF STEEL
.TOP OF WALL
PROVIDE 'SPECIAL INSPECTION' IN ACCORDANCE WITH SECTION
DET
DETAIL
T.C.
TOP OF CONCRETE
ti21 OF THE UNIFORM BUILDING CODE FOR THE FOLLOWINCx ITEMS:
DWG
DRAWING
EA
EACH
T.PLY
TOP OF PLYWOOD
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
EL
ELEVATION
TYP
TYPICAL
STRUCTURAL CONCRETE OVER 2522P51
EQ
EQUAL
U.N.O.
UNLESS NOTED
OT
SHOP AND FIELD WELDiNCx
FHERWISE
DN
FF
FOUNDATION
FINISH FLOOR
VERT
VERTICAL
HiGH-STRENGTH BOLTS
FLR
FLOOR
W/
WITH
EXPANSiON/EPDXY ANCHORS
FOC
FACE OF CONCRETE
EWF
EXPANDED WELDED
STRUCTURAL MASONRY
F05
FACE OF BLOCK
WIRE FABRIC
FOW
FACE OF WALL
WC.J
WALL CONTROL JOINT
FTG
FOOTING
01 �_.WmlliZ =��
Virginia
Dare Tower
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Foothill
Blvd.
Rancho
Cucamonga
California 91730-3754
tel: 909
987
0909
fax: 909
980
9980
CONSULTANT
W. o K.B. LEUNG & ASSOCIATES
o . STRUCTURAL ENGINEERS
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(909) 944 - 7983 FAX
w nnnn,rn
Nr"r iiVVLU 1?RpFESS10N
N
No. 1 m
cc Exp. 6-N)_01
s�'T IRUCT�R o���P
£ 0 CAOi
APPROVED
JUL 3 U 2002
APPROVED
ED ARCy;�'�1,,��
�V COCA
v
LARRY-WOLFF
C-9784 Q s
it 1101131 /oo��o� `
GENERAL NOTES
AND
TYPICAL DETAILSI
DRAWN -1u)
CHECKED KBL
DATE AUGUST 1999
SCALE AS NOTE
JOB NO. 9s -ml -m4