HomeMy WebLinkAbout10147572.pdfGENERAL
GENERAL REQUIREMENTS
1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE
CONDITIONS BEFORE STARTING WORK. NOTIFY THE [ENGINEER]
IMMEDIATELY OF ANY DISCREPANCIES.
2. CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE
OVER THE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.
3. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE
REQUIREMENTS OF THE [2001 CALIFORNIA BUILDING CODE 001.
)1.
4. SUBSTITUTIONS: PROVIDE MANUFACTURER'S APPROVED PRODUCT
EVALUATION REPORTS [ICBO REPORTS] AND A LIST OF ALL PROPOSED
SUBSTITUTIONS TO THE [ENGINEER] FOR REVIEW AND WRITTEN APPROVAL
BEFORE FABRICATION.
5. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR
NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS
FOR SIMILAR WORK SHOWN ON THE DRAWINGS.
6. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN
SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR
SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS
SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR
INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.
7. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED
CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING
PERFORMED.
8. CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF
PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE
ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR
CONNECTIONS.
9. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT
DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND
DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION.
TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY
OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER NOR
ARCHITECT/ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS.
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY
AND HEALTH STANDARDS, LAWS AND REGULATIONS.
10. CHANGES TO THE DRAWINGS: OBTAIN PRIOR WRITTEN APPROVAL.
DESIGN CRITERIA
1. DEAD LOADS:
FLAT ROOF ..................................... 10 PSF
FLAT ROOF AT EXTERIOR ......................... 10 PSF
PITCHED ROOF .................................. 12 PSF
PITCHED ROOF AT EXTERIOR ...................... 12 PSF
FLOOR ATINTERIOR ............................. 16 PSF
FLOOR AT EXTERIOR ............................. 12 PSF
PARTITIONS (OFFICE AREAS) ..................... 00 PSF
2. LIVE LOADS:
ROOF (BASIC LIVELOAD).........................16 PSF
FLOORS N..................................... 40 PSF
EXITS AND CORRIDORS ........................... 100 PSF
LIGHT STORAGE ................................. 00 PSF
BALCONIES ..................................... 00 PSF
[x OR A 03000 POUND UBC CONCENTRATED
LOAD PLUS PARTITIONS]
3. LATERAL LOADS:
SEISMIC CHAPTER 16 DIV IV VOL. 2 CBC
WIND CHAPTER 16 DIV III VOL. 2 CBC
3. REINFORCEMENT:
A) DETAILING, FABRICATION AND PLACING: SHALL CONFORM TO ACI 315
AND ACI 318.
B) MINIMUM CONCRETE COVER:
CAST AGAINST & EXPOSED TO EARTH ....................... 3"
EXPOSED TO EARTH OR WEATHER ...........................2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS..............................3/4"
BEAMS, COLUMNS (TIES, STIRRUPS, SPIRALS) .........1-112"
C) CHAIRS, SPACERS AND SAND PLATES: AS REQUIRED TO MAINTAIN
CONCRETE COVER.
D) VERTICAL REINFORCEMENT: SHALL BE DOWELED TO SUPPORTING
MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN
IN THE DRAWINGS AND GENERAL NOTES.
E) SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT IN A
LAYER SHALL NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF
THE REINFORCEMENT, OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR
LESS THAN 1-112" .
F) TACK WELDING, WELDING, HEATING OR CUTTING OF BARS: NOT
PERMITTED UON.
G) SLAB CORNERS: PROVIDE 244 X 4'-0" AT RE-ENTRANT CORNERS AND
EACH CORNER OF RECTANGULAR HOLES IN SLABS. PLACE BARS DIAGONALLY.
H) SPLICES ( STANDARD LAPS) : [401 DIAMETERS OR 24 INCHES
WHICHEVER IS GREATER UON ON DRAWINGS. STAGGER BOTTOM SPLICES AT
LEAST 5'-0" FROM SPLICES IN OTHER BOTTOM REINFORCEMENT. STAGGER
SPLICES FOR TOP REINFORCEMENT SIMILARLY.
4. ANCHOR BOLTS, DOWELS AND HOLD DOWN ANCHORS: SECURELY HELD IN
PLACE PRIOR TO FOUNDATION INSPECTION BY THE BUILDING OFFICIAL AND
OBSERVATION BY THE [ENGINEER].
5. PIPES, SLEEVES AND DUCTS: NOT TO BE PLACED IN WALLS, BEAMS,
SLABS, FOOTINGS OR COLUMNS UNLESS SPECIFICALLY DETAILED.
6. CHAMFER: [3/41 [NCH ON EXPOSED CORNERS.
1. ADMIXTURES: REVIEWED BY THE [ENGINEER]. CALCIUM CHLORIDE OR
ADDED CHLORIDES ARE NOT PERMITTED.
8. CONSTRUCTION JOINTS: [ACI 117.9 & 6.43 1 /4 INCH AMPLITUDE
MINIMUM OR KEYED JOINTS PER PLAN.] LOCATION OF JOINTS TO BE
REVIEWED BY THE [ENGINEER]. WAIT [481 HOURS BETWEEN POURS.
9. SLAB -ON -GRADE JOINTS: LOCATION OF ALL CONSTRUCTION, CONTROL
AND WEAKENED PLANE JOINTS NOT SPECIFICALLY INDICATED ON THE
DRAWINGS SHALL BE REVIEWED BY THE [ENGINEER] PRIOR TO THE PLACING
OF REINFORCEMENT. MAXIMUM SPACING [151 FEET ON CENTER.
10. ACTUAL DIMENSIONS: SLAB, WALL, BEAM AND COLUMN DIMENSIONS
SHOWN ARE ACTUAL DIMENSIONS NOT NOMINAL DIMENSIONS (i.e. A 4 INCH
SLAB IS 4 . I NCHES THICK, NOT 3-1 /2 INCHES.)
11. CONCRETE CURING: AN 318
12. VIBRATION: ALL CONCRETE SHALL BE CONSOLIDATED WITH
MECHANICAL VIBRATORS.
WOOD (UBC CHAPTER 23)
1. GRADE STAMPED [DOUGLAS FIR/LARCH] (SEE LUMBER GRADES).
2. NAILS: [COMMON WIRE] UNLESS OTHERWISE NOTED. EDGE OR END
DISTANCES IN THE DIRECTION OF STRESS SHALL NOT BE LESS THAN ONE
HALF OF THE REQUIRED PENETRATION ( TABLE 23-1-G). THE SPACING
CENTER TO CENTER OF NAILS IN THE DIRECTION OF STRESS SHALL NOT BE
LESS THAN THE REQUIRED PENETRATION. HOLES FOR NAILS, WHERE
NECESSARY TO PREVENT SPLITTING, SHALL BE BORED TO A DIAMETER
SMALLER THAN THAT OF THE NAIL.
FOUNDATION
3.
ANCHOR BOLTS (FOUNDATION ANCHOR BOLTS): PROVIDE [5/81 INCH
DIAMETER ANCHOR OR MACHINE BOLTS WITH A MINIMUM OF [71 INCHES
1.
GEOTECHNICAL INVESTIGATION:
EMBEDMENT INTO THE CONCRETE AND WITHIN [121 INCHES OF EACH END OF
EACH PLATE. SPACE ANCHORS AT [481 INCHES ON CENTER LION. [ANCHORS
2.
FOUNDATION MATERIAL:
SHALL BE LOCATED A MAXIMUM OF 2 INCHES FROM THE FACE OF STUD
RECEIVING WOOD STRUCTURAL PANELS.] [ANCHOR BOLT HOLES 1/32 TO
3.
MINIMUM FOUNDED DEPTH & WIDTH OF FOOTINGS:
1/16 [NCH LARGER THAN THE ANCHOR BOLT DIAMETER.] [HOLES MORE THAN
BELOW ROUGH PAD GRADE .....................
1/16 INCH LARGER THAN THE ANCHOR BOLT SHALL BE EPDXY FILLED UNDER
BELOW LOWEST ADJACENT FINISHED GRADE................18
THE CONTINUOUS SUPERVISION OF A LICENSED SPECIAL INSPECTOR.]
4.
FOUNDING OF FOOTINGS & SLABS: ON FIRM UNDISTURBED
4.
BOLTS: NOT LESS THAN 7 BOLT DIAMETERS FROM THE END AND 4
DIAMETERS FROM THE EDGE OF THE MEMBER. BOLT HOLES 1 /32 TO 1/16
NATURAL SOILS OR APPROVED COMPACTED SOILS.
INCH LARGER THAN THE BOLT DIAMETER. ALL NETS SHALL BE TIGHTENED
WHEN INSTALLED AND RE -TIGHTENED AT THE COMPLETION OF WORK OR
5.
SOIL PRESSURES:
SOIL BEARING1)000 PSF
BEFORE CLOSING IN. THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM
................."""""'......
COEFFICIENT OF FRICTION
BEYOND THE NUT. [BOLTS IN SPECIFIED SLOTTED HOLES SHALL BE
........... . .......... . .0.00
PASSIVE PRESSURE................................000 PCF
CENTERED IN THE SLOT UON. ]
CANTILEVER ACTIVE ( LEVEL) ........................00 PCF
5.
LAG SCREW CLEARANCE & LEAD HOLES SHALL BE BORED AS FOLLOWS:
CANTILEVER ACTIVE (2:1 SLOPE)....................00 PCF
THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS
RESTRAINED ACTIVE ( LEVEL) ........................00 PCF
THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF
RESTRAINED ACTIVE (2:1 SLOPE)....................00 PCF
UNTHREADED SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL
6.
SOIL REMOVAL AND RECOMPACTION: PER GEOTECHNICAL
HAVE A DIAMETER EQUAL TO [60% TO 757.1 OF THE SHANK DIAMETER AND A
LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.
INVESTIGATION AND THE CONTRACT DOCUMENTS. SOILS WORK SHALL BE
OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER.
6.
[SQUARE STEEL PLATE WASHERS (PW): ANCHOR BOLTS, BOLTS, LAGS
7.
GEOTECHNICAL ENGINEER: SHALL OBSERVE FOOTING EXCAVATIONS
AND NUTS, NOTED PW, SHALL BE SQUARE STEEL PLATE WASHERS:
BEFORE PLACEMENT OF REINFORCING OR CONCRETE. FOOTING OBSERVATION
BOLT DIAM THICKNESS SIZE
AND COMPACTION REPORTS SHALL BE SENT TO THE [ENGINEER] AND
(IN) (IN) (IN)
BUILDING OFFICIAL.
1/2 3/16 2 X 2
8.
ROOF AND AREA DRAINAGE: SHALL BE DIRECTED AWAY FROM THE
5/8 1/4 2 1/2 X 2 1/2
3/4 5/16 2 3/4 X 2 3/4
FOUNDATIONS.
7/8 5/16 3 X 3
9.
BACKFILL: EXCAVATIONS SHALL BE PROPERLY BACKFILLED. BACKFILL
1 3/8 3 1/2 X 3 1/21
FOR WALLS SHALL BE PERVIOUS MATERIAL ACCEPTABLE TO THE
7.
CUT STEEL WASHERS: FOR BOLTS, LAGS AND NUTS, UON.
GEOTECHNICAL ENGINEER. DO NOT PLACE BACKFILL BEHIND WALLS BEFORE
THEY HAVE ATTAINED THEIR DESIGN STRENGTH. SHORE AND PROTECT WALLS
g
FRAMING CONNECTORS: PER MANUFACTURER'S APPROVED PRODUCT
FROM LATERAL LOADS UNTIL THE SUPPORTING MEMBERS ARE IN PLACE AND
EVALUATION REPORTS [ICBO APPROVED] AND INSTALLED ACCORDINGLY.
HAVE DEVELOPED SPECIFIED STRENGTHS.
SIZE AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY THE
MANUFACTURER LION.
9.
[NAILED/SCREWED HOLD DOWN ANCHORS: INSTALL PER
REINFORCED CONCRETE (UBC CHAPTER 19)
MANUFACTURER'S APPROVED [ICBO] PRODUCT EVALUATION REPORT. INSTALL
HOLD DOWNS 112 INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR
1.
MATERIALS:
TIGHTENING ANCHOR BOLT, THE HOLD DOWN SHALL BE INSIALLED TIGHT TO
CEMENT..............ASTM C-150 TYPE [I11
THE HOLD DOWN POST WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLD
AGGREGATE ........... [ASTM C-331 [STANDARD WEIGHT]
DOWN ANCHORS.]
REINFORCEMENT ....... ASTM A-615 GRADE [601 TYPICAL
ANCHOR BOLTS........ ASTM A-36 HOOKED ANCHOR BOLTS
10.
[BOLTED HOLD DOWN ANCHORS: INSTALL PER MANUFACTURER'S
ANCHOR BOLTS........ ASTM A-307 HEADED MACHINE BOLTS
APPROVED [ICBO] PRODUCT EVALUATION REPORT. INSTALL HOLD DOWNS 1/2
[NCH MINIMUM ABOVE THE PLATE TO ALLOW FOR TIGHTENING ANCHOR BOLT.
2.
CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE
TIGHTEN HOLD DOWN ANCHOR BEFORE TIGHTENING POST BOLTS, USE EXTRA
FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS;
CARE IN BORING THE POST BOLT HOLES (I/32 TO I/16 LARGER THAN THE
AND THE AGGREGATE (AGG) SHOWN IS THE MAXIMUM SIZE. CONCRETE SHALL
BOLT DIAMETER).] THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE
BE STANDARD WEIGHT CONCRETE (145 PCF).
HOLD DOWN POST WITHOUT FILLERS OR DAPPING. THE POST BOLTS SHALL
NOT BE COUNTERSUNK INTO THE HOLD DOWN POST LION. DO NOT BEND HOLD
ITEM OF STRENGTH AGG SLUMP
DOWN ANCHORS.]
CONSTRUCTION (PSI) (IN) (IN)
FOUNDATIONS ........... [29500 1-112 41
11.
PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER;
SLABS -ON -GRADE ........ [21500 1 41
FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN
DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE
RETENTION AS REQUIRED FOR USE. NEWLY EXPOSED SURFACES RESULTING
FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN
ACCORDANCE WITH AWPA M-4.
12. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES
4'-0" MINIMUM. CENTER SPLICES OVER STUDS. SPLICE WITH [8-16d]
MINIMUM LION.
13. FULL -DEPTH SOLID BLOCKING OR CROSS BRACING: INSTALLED AT
INTERVALS NOT EXCEEDING 8 FEET FOR ALL JOISTS AND RAFTERS 2x12
AND DEEPER.
14. SOLID BLOCKING: TWO INCH FULL WIDTH BLOCKING (FIRE STOPS) IN
CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS
BOTH VERTICAL AND HORIZONTAL.
15. [CUTTING AND NOTCHING: DO NOT CUT, BORE, COUNTERSINK OR
NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. HOLES
THROUGH PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL NOT EXCEED
40% THE MEMBER WIDTH AND SHALL BE LOCATED IN THE CENTER OF THE
MEMBER.]
16. PARTITIONS: DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO
JOISTS AND PROVIDE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR
TO JOISTS.
17. END SUPPORT: ROOF AND FLOOR JOISTS OVER 4 INCHES DEEP SHALL
HAVE THEIR ENDS HELD IN POSITION WITH EITHER:
FULL DEPTH SOLID BLOCKING;
NAILED BRIDGING;
NAILING OR BOLTING TO OTHER FRAMING MEMBERS; OR
APPROVED JOIST HANGERS.
18. GALVANIZING: ALL EXPOSE STEEL TIMBER HARDWARE, FASTENERS
AND CONNECTORS.
LUMBER GRADES [DOUGLAS FIR/LARCH (UBC CHAPTER 23
COMPLY WITH PS 20, AMER I CAN SOFTWOOD LUMBER STANDARD AND STANDARD
GRADING RULES FOR WESTERN LUMBER.
[197. MAXIMUM MOISTURE CONTENT
AT
TIME OF PLACEMENT.]
1.
DIMENSION LUMBER: BLOCKING ... [2" TO 4" THICK, 2" TO 4"
& STUDS (10' MAXIMUM)
WIDE]; [STANDARD]
2.
DIMENSION LUMBER: STUDS, ..... [2" TO 4" THICK, 2" TO 4"
JOISTS & RAFTERS
WIDE] ; [NO. 11
3.
DIMENSION LUMBER: .............
[2" TO 4" THICK, 5" AND
STUDS, BLOCKING,
WIDER]; [NO. 21
JOISTS AND RAFTERS
4.
BEAMS AND STRINGERS:..........
[5" AND THICKER, WIDTH MORE
THAN 2" GREATER THAN
THICKNESS] ; [NO. 11
5.
POSTS AND TIMBERS: ............
[5" BY 5" AND LARGER, WIDTH
NOT MORE THAN 2" GREATER
THAN THICKNESS] ; [NO.11
6.
HOLD DOWN POSTS: .............
[NO. 11
WOOD STRUCTURAL PANELS (PANEL) - UBC STD. 23-2 OR 3( [EXPOSURE
APA RATED
1. REFERENCES: PSI, PS2, APA STANDARD PRP-108, NATIONAL
EVALUATION SERVICE REPORT NER-108 AND ICBO ES REPORT 1952.
2. WALL PANELS [PLYWOOD] ...... [STRUCTURAL I, 5 PLY]
[15/32 INCH 32/161
3. ROOF PANELS ................ [STRUCTURAL 11
[15/32 [NCH 32/161
4. FLOOR PANELS ............... [STUDD-I-FLOOR, SANDED]
[19/321 INCH 20 OC, T&G1
(EXTERIOR EXPOSURE AT BALCONIES AND DECKS)
5. BLOCKING:
A) WALLS: ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID
WITH [A BLOCKING
B) FLOORS & ROOFS: WHERE NOTED ON THE DRAWINGS, ALL UNSUPPORTED
PANEL JOINTS SHALL BE BLOCKED SOLID WITH [3x4 FLAT] BLOCKING,
6. NAILING: COMMON WIRE NAILS. PANEL NAILS SHALL BE DRIVEN SO
THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. FIELD
NAILING (FN) SHALL BE 12 INCHES ON CENTER AND THE MINIMUM PANEL
EDGE DISTANCES SHALL BE MAINTAINED.
7. MACHINE NAILING: SUBJECT TO A SATISFACTORY JOB SITE
DEMONSTRATION FOR THIS PROJECT AND REVIEW BY THE [ENGINEER]. THE
USE OF MACHINE NAILING IS SUBJECT TO CONTINUED SATISFACTORY
PERFORMANCE. PANEL NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE
FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE
DISTANCES ARE MAINTAINED.
8. GLUED FLOORS: FIELD GLUE TO ALL SUPPORTS AND T&G EDGES PER
APA, AFG-01. FRAMING SHALL BE FREE OF SURFACE MOISTURE & DEBRIS
PRIOR TO GLUING.
9. WOOD STRUCTURAL PANELS (PANELS): WHERE ADJACENT WALLS ARE
PANELED, PANELS SHALL BE INSTALLED OVER AND UNDER OPENINGS.
[COMMON WIRE NAILS] - TABLE 23- I -G
SIZE DIAMETER WIRE PENETRATION
PENNY INCHES GAGE INCHES
8d 0,131 10-1/4 1-112
10d 0.148 9 1-5/8
16d 0.162 8 1-3/4
20d 0.192 6 2-1/8
34d 0.207 5 2-1/4
PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT.
1-112 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE
FOR TOP PLATES AND DOUBLED 2X MEMBERS, WHERE THE NAIL PENETRATION
WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH (SIZE) TO
OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED.
NAILING SCHEDULE - TABLE 23-1-0, (UBC CHAPTER 23)
THE CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE. [USE COMMON
WIRE NAILS FOR ALL NAILED CONNECTIONS] . WHERE POSSIBLE, NAILS
DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED [NSTEAD OF TOE
NAILS. SEE THE DRAWINGS FOR ADDITIONAL NAILING REQUIREMENTS.
JOIST TO SILL (PLATE) OR GIRDER, TOENAIL................3-8d
BRIDGING TO JOIST, TOENAIL EACH END .....................2-8d
1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL ....... 2-8d
WIDER THAN I" X 6" SUBFLOOR TO EACH JOIST, FACE NA I L.... 3-8d
2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL .... 2-16d
SOLE PLATE TO JOIST OR BLOCKING:
FACE NAIL...................16d AT 16"
BRACED WALL PANELS ...... 3-16d PER 16"
TOP PLATE TO STUD, END NAIL............................2-16d
STUD TO SOLE PLATE: TOENAIL ...........................4-8d
END NAIL .........................2-16d
DOUBLE STUDS, TYPICAL FACE NAIL...................16d AT 24"
DOUBLED TOP PLATES: FACE NAIL...................16d AT 16
LAP SPLICE.......................8-16d
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE .......... 3-8d
RIM JOIST TO TOP PLATE, TOENAIL.....................8d AT 6
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL..,...
CONT I NUOUS HEADER, TWO P I ECES (Al"
CEILING JOISTS TO PLATE, TOENA.I`_...................... 3-8d
CONTINUOUS HEADER TO STUD, TOENAIL ......................4-8d
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL ........ 3-16d
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL .......... 3-16d
RAFTER TO PLATE, TOENAIL................................3-8d
1" BRACE TO EACH STUD AND PLATE, FACE NAIL..............2-8d
I" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL .... 2.8d
WIDER THAN 1 X 8 SHEATHING TO EACH BEARING, FACE NA [ L . 3 8d
BUILT-UP CORNER STUDS.............................16d AT 24
BUILT-UP GIRDERS AND BEAMS ........................20d AT 32"
AT TOP AND BOTTOM STAGGERED
2-20d AT ENDS AND AT EACH SPLICE
2" PLANKS, EACH END AND EACH BEARING...................2-16d
"REPNDUCED FROM THE 1994 EDITION OF THE UNIFORM BUILDING
IM
CODE , WITH THE PERMISSION OF THE PUBLISHER, THE INTERNATIONAL
CONFERENCE OF BUILDING OFFICIALS."
SPECIAL INSPECTION/INSPECTOR REQUIREMENTS ( UBC 1701 }
REQUIREMENTS FOR SPECIAL INSPECTION:
1. SPECIAL INSPECTOR: EMPLOYED BY THE OWNER (UBC 1701.1).
2. REPORTS: PREPARED BY THE INSPECTOR AND SIGNED BY A
[CALIFORNIA] [CIVIL] ENGINEER. SUBMITTED TO THE BUILDING OFFICIAL
AND THE [ENGINEER]. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF
NOT CORRECTED, TO THE BUILDING OFFICIAL AND THE [ENGINEER] (UBC
1101.3).
3. THE SPECIAL INSPECTION IS TO BE [CONTINUOUS] DURING THE
PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED.
4. CERTIFICATION: INSPECTOR MUST BE CERTIFIED BY THE BUILDING
OFFICIAL TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED.
[SUMMARY OF STRUCTURAL CONTINUOUS AND PER I OD I C SPECIAL
INSPECTIONS
THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE
INSPECTIONS REQUIRED BY UBC SECTION 108. SPECIAL INSPECTION
IS NOT A SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL.
SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED
WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE
SPECIAL INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.
1. RESPONSIBILITY: IT IS THE RESPONSIBILITY OF THE [GENERAL
CONTRACTOR] TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY
AT LEAST [241 HOURS PRIOR TO PERFORMING ANY WORK THAT REQUIRES
SPECIAL INSPECTION.
2. SPECIAL INSPECTIONS:
A) CONCRETE (UBC 1701.5.1) : DURING THE TAKING OF TEST SPECIMENS
AND PLACING OF REINFORCED CONCRETE.
B) BOLTS INSTALLED IN CONCRETE (UBC 1701.5.2): PRIOR TO AND
DURING THE PLACEMENT OF CONCRETE AROUND BOLTS.
C) REINFORCING STEEL (UBC 1701.5.4) : PRIOR TO CLOSING OF THE
FORMS AND DELIVERY OF CONCRETE FOR ALL CONCRETE SPECIFIED TO HAVE
SPECIAL INSPECTION.
D) STRUCTURAL MASONRY (UBC 1701.5. 7 & 2105) : VERIFICATION OF
COMPLIANCE FOR F' m (UBC 2105.3) , AT THE START OF LAYING UN [ TS,
AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO
EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS.
E) DIAPHRAGMS: [CONTINUOUS] NAILING INSPECTION FOR ALL ROOF AND
FLOOR DIAPHRAGMS AS NOTED ON THE DRAWINGS.
F) SHEAR WALLS: [CONTINUOUS] NAILING INSPECTION FOR ALL WALLS
AS NOTED ON THE SHEAR WALL SCHEDULE.
G) EPDXY FILLED ANCHOR BOLT HOLES: [CONTINUOUS] I NSPECT ION FOR
ALL EPDXY INSTALLATION.
SPECIAL STRUCTURAL OBSERVATIONS BY THE [ENG I NEER] ( UBC 1702 )
1. NOTIFICATION: [481 HOURS BEFORE OBSERVATION. DELINQUENT
NOTIFICAT[ON MAY REQUIRE DEMOL[TION OF COVERING MATERIALS TO
FACILITATE OBSERVATION.
2. OBSERVATIONS BY THE [ENGINEER]:
A) [REINFORCEMENT BEFORE CONCRETE PLACEMENT] .
B) [COMPLETION OF ROUGH FRAMING] .
3. WRITTEN STATEMENT (UBC 1702.4): THE ENGINEER RESPONSIBLE FOR
THE STRUCTURAL DESIGN (EOR) SHALL SUBMIT TO THE BUILDING OFFICIAL
A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND
IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE
STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.
ABBREVIATIOWs
AB ANCHOR BOLT
ADDITIONAL
APA PLYWOOD
ASSOCIATION
ARCH ARCHITECTURAL
AWPA AMERICAN WOOD
PRESERVERS
ASSOCIATION
B BOTTOM
BLKG BLOCKING
BM BEAM
BN BOUNDARY NAIL
BRG BEARING
BTWN BETWEEN
BOT BOTTOM
CIP CAST -IN -PLACE
CJ CONSTRUCTION JOINT
CL CENTER LINE
CLR CLEAR
COL COLUMN
CONC CONCRETE r
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
DBL DOUBLE
DF DOUGLAS FIR/LARCH
DP DEEP
DIA DIAMETER
DIM DIMENSION
DO DITTO (REPEAT)
DWG DRAWING
DWL DOWEL
E EXISTING
EA EACH
EF EACH FACE
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMBED EMBEDMENT
EN EDGE NAIL
EQ EQUAL OR EQUIVALENT
ES EACH SIDE
EW EACH WAY
EXT EXTERIOR
FDN FOUNDATION
FF FINISHED FLOOR
PLCS PLACES
PLYWD PLYWOOD
PT PRESERVATIVE TREATED
PW PLATE WASHER
R RADIUS
REF REFERENCE
REINF REINFORCEMENT
READ REQUIRED
RF ROOF
RFT RAFTERS
RW RETAINING WALL
SCHED SCHEDULE
SECT SECTION
SEP SEPARATION
SIM SIMILAR
SN SHEAR NAIL
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD
STGR STAGGER
STIFF STIFFENERS
STR STRUCTURAL
STR I STRUCTURAL I
T TOP
FLOOR JOIST
FOC F `CE OF CONCRETE
FQM FAuF OF {
FOS FACT OF STUD
FRM FRAMING
FRT FIRE RETARDANT TREATED
FS FAR SIDE
FTG FOOj ING
GA GAUGE
GALV GALVANIZED
GLB GLUED LAMINATED BEAM
GR GRADE
H HORIZONTAL
HDR HEADER
HGR HANGER
HGT HEIGHT
HOR I Z HORIZONTAL
HSH HORIZONTALLY SLOTTED HOLES
ID INSIDE DIAMETER
IF INSIDE FACE
I JST I-JO[ST
[NT INTERIOR
JST JOIST
JT JOINT
LDGR LEDGER
LTWT LIGHT WEIGHT
MATL MATER I AL
MAX MAXIMUM
MB MACHINE BOLT
MECH MECHAN I CAL
MFR MANUFACTURER
MIN MINIMUM
M ISC MISCELLANEOUS
MTL METAL
N [ C NOT IN CONTRACT
NO NUMBER
NS NEAT SIDE
NTS NOT TO SCALE
OC ON :;ENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OPPOSITE HAND
OPNG OPENING
OPP . OPPOSITE
ORIG ORIGINAL
OSB ORIENTED STRAND BOARD
PL PLATE
T&B TOP & BOTTOM
T&G TONGUE & GROOVE
THK THICKNESS/THICK
THR THREADED
A TOENAIL
TOP TOP OF PARAPET
TOW TOP OF WALL
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UON UNLESS OTHERWISE NOTED
V VERTICAL
VERT VERTICAL
VSH VERTICAL SLOTTED
HOLES
WD WOOD
WP WATERPROOF OR
WORK POINT
WPJ WEAKENED PLANE JOINT
WT WEIGHT
WWF WELDED WIRE FABRIC
W/ WITH
W/0 WITH OUT
Lmm '011hk rm a a on&,
EXISTING WALL OR BUILDING
$
ELECTRICAL SWITCH
PROPOSED WALL
0
SMOKE DETECTOR
RECESSED DOWN LIGHT
0
EXHAUST FAN
DUPLEX OUT
Tv
yABLE TV
DUPLEX OUT
_OCAT ION
GFI
GROUND FAULT
r PH
PHONE
INTERRUPTER
Y2HOT
DUPLEX OUTLET
LIGHT FIXTURE
HALF HOT
WALL MOUNTED
w I
DUPLEX OUTLET
WATERPROOF
LIGHT FIXTURE
-�---
GROUND FAULT
�-
UNDER CABINET
INTERRUPTER
FLUORESCENT LIGHT
HB
WATER HOSE BIB
O
ELECTRICAL
JUNCTION BOX
-+- cw
COLD WATER STUB OUT
-+- Fr,
FUEL GAS
W
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BUFFALO AVE
21 TH
20TH
19TH
18TH
PROJECT SME
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RIGHT-OF-WAY
(FOR ALLEY PURPOSES)
BACK YARD
mJ LWOOD FENCE
NEW ROOM
N ADDITIONS
N
26$ -3"
--------------------
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13'-0"
13e -3" ° - "
t---------------- -
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NEW ROOM
ADDITIONS
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PROPERTY OWNER:
LEROY YEPEZ AND M .-"tS-P - E`F-EL U
1717 N . OLIVE STREET:
1717 N . OLIVE STREET
ZONE:
R-1
ASSESSORS PARCEL NO.:
399-052-12
LEGAL DESCRIPTION:
LOT 4 OF FLORAL PARK NO.
2, TRACT NO. 1069,
IN THE CITY OF SANTA ANA,
COUNT OF ORANGE,
STATE OF CALIFORNIA, AS PER MAP RECORDED IN
BOOK 34, PAGE 33, MISCELLANEOUS MAPS , IN
THE OFFICE OF THE COUNTY
RECORDER OF SAID
COUNTY.
LOT SIZE:
7392 SQUARE FEET
RIGHT-OF-WAY EASEMENT SIZE
= 1320
FOR ALLEY PURPOSES)
R]EcE'v]&D
BUILDING SIZE:
EXISTING LIVING =
1 A
NEW ROOM ADDITIONS =
704
FEB04005
EXISTING GARAGE =
a
TOTAL =
2269 SQUARE FEET
City
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DESCRIPTION
/0N• • • •*- • ••
PROJECT MANAGER: YEPEZ
DESIGNER: G & R CARA I G
DRAWN BY: R. CARA I G J R.
REVIEWED BY:
1ST BLDG DEPT SUBMITTAL:
ISSUED FOR CONSTRUCTION:
JOB NUMBER:
CAD FILE:
DATE
02/02/05
SHEET
G N
FLOOR PLAN KEYNOTES R
1. LINE OF SOFFIT ABOVE.
2. BUILT IN CLOSET OR BOOKSHELF, SEE INTERIOR ELEVATIONS.
3. MEDICINE CABINET.
4. SHOWER WITH SHATTERPROOF GLASS ENCLOSURE DOORS
. AND PANELS. MUST BE LABELED CATEGORY II. DOORS MUST
SWING OUTWARD. ALL WALLS TO BE NONABSORBENT SURFACE
(TILE FROM FLOOR TO CEILING) TO A MINIMUM HEIGHT OF 70"
ABOVE DRAIN.
5. SHAMPOO NITCHE AT +54", SEE DETAIL.
6. TOWEL BAR - PROVIDE BACKING AT 48"
7. 3" DROP MAX FROM THRESHOLD.
FLOOR PLAN GENERAL NOTES
1. ALL WORK SHALL BE DONE ACCORDANCE WITH
THE 2001 CALIFORNIA BUILDING, PLUMBING,
MECHANICAL AND ELECTRICAL CODES, AND LOCAL
ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE
DRAWINGS.
3. THE BUILDER SHALL PROVIDE THE ORIGINAL
OCCUPANT A LIST OF THE HEATING, COOLING,
WATER HEATING AND LIGHTING SYSTEM AND
CONSERVATION OR SOLAR DEVICES INSTALLED
IN THE BUILDING AND INSTRUCTIONS ON HOW
TO USE THEM EFFICIENTLY.
4. ATTICS: ATTICS, DRAFTSTOPS AND VENTILATION
PER C.B.0 SECTION 1505
5. BUILDING: ACCESS, MEANS OF EGRESS
FACILITIES AND EMERGENCY ESCAPES PER C.B.0
SECTION 310.4.
8. COMBUSTION AIR TO FORCED AIR UNIT. PER
C.M.C. CHAPTER 7.
7. COMBUSTION AIR TO WATER HEATER. PER C.P.C.
SECTION 507.0.
8. MECHANICAL EQUIPMENT LOCATION AND
DAMAGE PROTECTION PER C.M.C. SECTION 308.
9. WATER HEATER PROTECTION FROM DAMAGE PER
SECTION 510.0
FLOOR PLAN
SCALE 114= 1 ` -0"
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NQ I DATE I DESCRIPTION
/-:�,102/02/051NEW OPENING PROVIDED
PROJECT MANAGER: YEPEZ
DESIGNER: R. CARA I G J R.
DRAWN BY: R. CARAI G JR.
REVIEWED BY:
1ST BLDG DEPT SUBMITTAL:
ISSUED FOR CONSTRUCTION:
JOB NUMBER: f.-
CAD FILE: r{
02/02/05
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NO DATE DESCRIPTION
2/02/05 PROVIDE LIGHTS
ASPHALT SHINGLES - 12
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�--- STUCCO — TYP 4�— 12
T.O.P. (MATCH EXISTING) RAIN GUTTERS 14
T.O.P.
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, PROJECT MANAGER:co
co ' OF DESIGNER: R . CARA I G J R .
°° Q Q 00
AIL
STUCCO — TYP DRAWN BY. R . CARA I G J R .
F.F.LE WOOD SHUTTERS (TYP)
( MATCH EXISTING) REVIEWED BY
t ��r ��� (MATCH EX I ST I NG_ �r �1ST BLDG DEPT SUBMITTAL:
_F.F. If ISSUED FOR CONSTRUCTION=
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SCALE 1/4= 1 / -011
1 . ROOF SHEATH I NG: I If DX PLY W/8d @A: 6:12 S. I . 32/0 UNBLOCKED.
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2. SHEAR WALL SW1 C X PLY W/ 8d @ 4:12 W/16D 9 4" O.C.
SN & 5/5" 0 AB @ 48" O.C. W/2X2X1/4" PLATE WASHERS.
3. ALL EXTERIOR WALLS SHALL HAVE SW1.
4. SIMPSON Hl ON RR @ 481, O.C.
um
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4X6 HDR
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EVISIONS
NO
DATE
DESCRIPTION
A
02/02/05
ADDED POSTS & HDR
05-01-05REVISED
SW SHEATHING.
PROJECT MANAGER:
Y E P E Z
DESIGNER:
G. CARAIG
DRAWN BY:
R. C A R A I G JR.
REVIEWED BY:
1ST BLDG DEPT SUBMITTAL:
ISSUED FOR CONSTRUCTION:
JOB NUMBER:
CAD FILE:
DATE
SHEET
05-01-05
NOTES:
- ---------------------------------------------------------------------------------------- --------------____ -------- -------
... . . . . . . .
------------------------_ _ _
-------------------------------------------------------------- - ----------------------- ------
. . . . . . . . . . . . . . . . . -----------------
-
---------------------------------- ---------- ..................................................... ........... ......................................... ............................................
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----- --------
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------------
--- — - — - — - — - — - — -
-----------------------------------------
is I
- - - - - - - - - - - - - - -
- - - - - - - - - EXISTING FJ FRAMING
--------------------- ----------------- -
- -
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.............
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_
FLOOR JOIST AND FOUNDATION PLAN
SCALE 1/4= 1 / -011
V/
114' SwAlmommismEjej, i
m
# 3
@ MI
0/2'
VISI
FLOOR FRAMING NOTES 9
A
1. FLOOR JOIST SCHEDULE ALTERNATIVES -
2X6 i e-. 1 611 oc.
%2 24 O.C.
x 1
2X1 2" @ 24" O.C.
2. FLOOR SHEATHING - MI "T&G STRUC I SI
0/32 GLUE DOWN PRIOR NAILING W/10d
@4:4:12. ALTERNATE TO 10d SDS 1/4XV2
@611O.C.
3. FLOOR FINISH TO MATCH EXISTING FLOORING
THROUGHOUT THE HOME. OWNER TO APPROVE
OR RECOMMEND FINISH.
_)_x r
------- ........... ........... ........ ............. ............ Er .....
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..........
. . . . . . . . EXIST
SLAB
..... .........
...................... ............................... ....... ........................................ -------- ------------------ .....................
.................................................... I .........
.............................. 11 ............... ...........
....................... - ........ ..... ...... ........ ....................... .............. ...............................................
EXIST
RAISED
')T ENCLOSED EXIST FAMILY RM FLOOR
[0 ON SLAB ON SLAB
REVISED FOUNDATION PLAN THIS PORTION
SCALE 1/4= 1 / -011
CONTRACTOR TO FIELD
ADJUST ELEV OF FINISHED NEW
SURFACED OF SLAB TO
MATCH EXIST DWELLING'S
FINISHED FLOOR
4# SLAB W/*3 0 08" OC
I
DIA X 12" AB 0 32" OC
EW 0/2" SAND 0/66" MI
VISQUEEN
#3 0 18" OC EW
411 LAB
61'
2" SAND
IMIL
FILL 6
90% COMPACTION 3$'
6 VISQUEEN
I
#4 T&B CONT`�- COMPACT EXIST
COMPACT EXIST
TO 90x
TO 90x
*3 X 16" DOWELS 6 32" OC
SEE ABOVE
DETAIL # 1
FOR MORE INFORMATION
CONTRACTOR TO FIELD
ADJUST ELEV OF FINISHE
SURFACED OF SLAB TO
MATCH EXIST DWELLING'S
VISOUEEN
*4 T&B CONT
COMPACT EXIST
TO 90%
fq GAs CON T.
9+v;5T, Mitt
RAM- GO.
#4 T&B CONT
2,0 ac.
#3 X DOWELS 432" OC
14 &A COAT.
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17- " G.
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REVISIONS
DESCRIPTION
55111 REVISED FOUNDATION PL-AN
M' D FLR FRAMING NOTES;
W[REV I SED G I RDER BM S I ZE
PROJECT MANAGER: Y E P E Z
DESIGNER: G. CARAIG
DRAWN BY: R. C A R A I G JR.
REVIEWED BY:
1ST BLDG DEPT SUBMITTAL:
ISSUED FOR CONSTRUCTION:
JOB NUMBER:
CAD FILE:
mm"'If oummm
SCALE Y2= 1 /-Oil
DETAILS FOR ABOVE REVISED PLAN
DATE
OJ-OI-OJ
SHEET
HOLDDOWN
PER PLAN
S�
N A35@16" ALT. LOC.
CAL FRMG
BN EN SHTG PER PLAN
EN--- SHTG PER PLAN
2X BLK@48 OC
LTP5@16 11 OC 2X FIT
BEAM PER PLAN
UNO SILL PLATE
2X RIDGE BD
CONT
ST22@48 OC
An.
6 L
EN A35F@1 6 If OC
STRAP PER PLAN
FG FLR GIRDER
SEE FDTN PLAN
MIN
W1 A35016"OC UNO
POST PER PLAN
FJ W/SIMPSON HGRS
2#4 T& J*
2 -oil
16dQ6 If OC
CONT. 81 CRAWL SPACE
ABX1 2 MIN
@48" OC MIN
RR W/SIMPSON HGRS
W/2X2X1 /4
EN EXTG ROOF FRAMING
PLATE WASHERS T3
(EXPOSE FRAMING CALIF)
1 -611
CALIFORNIA FRAMING CONN
16
BEAM DRAG
12EXTERHEXTERIOR
K V U tSTRAP
RAISED FLOOR
4
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REVISIONS
NO DATE DESCRIPTION
PROJECT MANAGER: YEPEZ/CARAIG
DESIGNER: R. C
DRAWN BY: CARAIGS
REVIEWED BY:
1ST BLDG DEPT SUBMITTAL:
ISSUED OR CONSTRUCTION:
NUMBER:
FILE:
>2�� ;"DATE SHEET
02/02/05 1