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PLOT PLAN
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ANALYSIS AREA
(E) SFR MATTACHED GARAGE
1,252 S.F.
(N) ADDITION
1,178 S.F.
TOTAL AREA
2,430 S.F.
LOT AREA
6,000 S.F.
LOT COVERAGE
41%
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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES,
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR
TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 2341-B-1 C.B.C.
S. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6. ALL PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
8.' SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUB/SHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY I NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE,
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 5 AIR CHANGES PER HOUR.
12. WATER HEATER TO BE BRACED TO RESIST SEISMIC
FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF
THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Ark 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art, 210-8: "ALL 125 vott SINGLE PHASE,
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARING/NONBEARING
WALLS SHALL NOT EXCEED 25°Io140% RESPECTIVELY.
BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 518" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11.6)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES,
ANNI t O
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REVISIONS
DRAWN
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DATE
SCALE
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SHEET
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PRINTED ON CLEARPRINT 1000H
PRINTED ON CLEARPRINT 1000H.
--- ----- ---
PF-VISIOrMs I By I
OWNER:
MR
RONALD LUJAN
7141542-6696
DESCRIPTION OF JOB
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STRUCTURAL NOTES
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'ROOF SHEATING
CDX, 24/o INDEX. PLYWOOD W/ 8d COMMON NAILS
f @ 6" EN/BN. 8d @ 10" o/c FIELD. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALT SHINGLE CLASSB'OR BETTER TO MATCH
EXISTING S.F.R. Wl # 15 FELT UNDERLAYMENT
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPERSTORIES
7/8!'STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6'010 @TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO
180 PLF
518 @ 55" Ole
5/8 @ 55" O/C
16d @ 8" O/C
No. 1318, FEB, 1973) OR ( ICBO No. 1254. FEB 1972) NOTE 4 AND 9 BELOW
I
3/8" PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 6"01C @ EDGES & 12"OlC FIELD
260 PLF
5/8 @ 38" O/C
5/8 @ 38" Ole
16d @ 6" O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1,9,10 & 11 BELOW
A
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" Ole FIELD
350 PLF
5/8 @ 26" Ole
5/8 @ 26" Ole
16d @ 4!'OIC
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 6, 9, 10 & 11 BELOW
I
A
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
5/8 @ 26" O/C
518 @ 26" O/C
16d @ 4" O/C
z
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20 " O/C
5/8 @ 20" Ole
16d @
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3112" O/C
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16, O/C
5/8 @ 16'. O/C
s 16d @
(TABLE 23-11-1-1 U.RC.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
2 1/2" O/C
1/2" STRUCT IPLYWD WITH 10d NAILS @ 2' O/C @ EDGES & 12" O/C FIELD
870 PLF
3/4 @ 16" O/C
N/A
OVER 3X STUDS(TABLE 23-11-1-1 U.B.C.NOTE 1, 3,5,6,9, 10 & 11 BELOW
NOTES:
I,- ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 &
14
2.- WHERE SHEAR WALL $HEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE 010 SPACING)
31 USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH 1080 APPROVAL
5.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6.- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x IV A.B,'s @ 4VOIC UNLESS OTHERWISE NOTED ON PLANS
8: ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS @ 32" 0/0 & 48" 010 RESPECTIVELY: I.E. 07ARK # H-67 ICBO REPORT 1280, MAY 1987
9,- USE 2 1/2 x 2 1/2" x 3116" PLATE WASHERS
10.- USE CDX CC OR STD SHTG IN LIEU OF SRUCT It PLYWOOD, ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES,
11 - AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1/2"
l.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (160 *CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
C-33 WITH PROVEN SHRINK AGE cHARAcTERisrros OF LESS THAN o.m %.
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM G-
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301,
3- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
CONFORMING TO ASTM C-150. 1
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,5W PSI
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000 PSI
5.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED.
7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPECTION.
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26-
9, EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC,, SHALL BE FORMED WITH %
CHAMFERS UNLESS DETAILED OTHERWISE.
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK,
I I.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F.
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
l.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS.
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION OF
2 FEET.
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
1- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1,000 P.&F.
ISOLATED FOOTING 1,000 P.S.F.
2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3, ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
OTHERWISE NOTED.
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
S.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
LOCAL SAFETY ORDINANCES,
15.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
AND/OR SHEDULES.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.0)
8.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
BE REMOVED AND RELOCATED.
9__ ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR,
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
'LUMBER
1, ALL LUMBER SHALL BE GRADE MARKED DOUGLAS, FIR LARCH CONFORMING TO DIVISION
23 (2001 C,BC).
2.- RAFTER, BEAMS,-PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
3.- GRADE
JOIST, PURLINS 2- TO 4" WIDE, 6 8, DEEPER No, I
BEAMS, PURLINS OVER 4' WIDE No. I
SUBPURUNS 2" TO 4" WIDE, 6 & DEEPER NO, I
LEDGERS No. 2
STUDS 2"x 4" OR 3"x 4" STUDS
STUDS 2"x 6' No. I
POSTS S"x 5" AND LARGER No. I
SILLS, PLATES AND BLOCKING No, 2
4, SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 4V OF
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH 5/8' DIAMETER x 10- LONG BOLTS AT 48- ON CENTER 12" MINIMUM
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
WITH 51W ANCHOR BOLTS AT 24"O/C.
6.- ALL NON BEARING STUD WALLS, SHALL'%E 2- x STUDS AT 16- GIC WITH Sler GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7: ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6' DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET 0/0 UNLESS OTHERWISE NOTED ON PLANS, BRACES
SHALL COVER A MINIMUM OF SIX STUD SPACES,
8,- COMMON NAILS SHALL BE USED.
9; FIRE BLOCKNG 2" x 1 'h "THICK, SHALL BE PLACED IN STUD WALLS AT CEILING ANQ FLOOR
LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10." JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF 8' WHERE JOISTS ARE 2" X 12" OR DEEPER,
11 - MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2'x 4'@ 16"CIC UP TO 14'-W
2"x S"@ 16" O/C UP TO 20'.0"
2'x 8" @ 16" O/C UP TO 28'-4"
12,- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13,- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32- AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
l.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
BAR AND LARGER ASTMA-615GRADE 60
2,- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI318-95,
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TO WEATHER I
EXPOSED TO EARTH 21
PILASTER, BEAM & COLUMN TIES I
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
SLAB ON GRADE
4.- SPLICE IN CONCRETE,
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
5,- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-81
6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.95
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
c PLACE PRIOR TO =NG ANY CONCRETE OR GROUT.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60.
9, ALL REINFORCING BAR SENDS SHALL BE MADE COLD,
10, ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
I I. REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
APPROVAL OF THE ENGINEER OF RECORD,
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
CLASS 'C SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
13, PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR I
BAR DIA NOR Ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS I",
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NOTES:
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B. DRILL HOLES PER MANUF.SPECS.
C. A307 THREATED RODS W/ SIMPSON
SET EPDXY ICSO *5279
INDICATED EMBEDMENT INTO
CONCRETE TO BE MAINTAINED
AT RAISED FLOOR FOUNDATIONS
17
OLDWN AT EM ST I N G FTNG
13
n.
Planning & Building Agency
Building Safety Division
RESIDENTIAL WATER
20 Civic Center Plaza
P.O. Box 1988 (M-19)
HEATER INSTALLATION
Santa Ana, CA 92702
(714) 647-5800
viww.santa-ana.org
D-I: 11,01-02
A. APPLICABLE BUILDING STANDARDS:
I onAl California Plumbing Code ('CPC)
- MINIMUM FROM
,OMBUSTI0tFS F
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MIN.
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2. 2001 California Energy Code jitle24, Part 6) (2) 10
3. 2001 California Building Code (CBC) EA. Sl
13
4. Santa Ana Municipal Code T 0 P
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APPIF TA-11 -
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16d E.N.
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STUDS
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(3) 8d EA, END & EA
STUD BRACE EA, 11
CORNER 0 25'0,C. MAX,
PROVIDE. 2X FIRE
BLOCK WHERE WALLS
EXCEED 10'H. & AT AL. 1
CL'G & SOFFIT, LINES
.-2X STUDS
0 161, 0,c-
--2x P.T.D.F.SILL PLT,
W/5/8" DIA. ANCHOR
BOLTS W/ 7" EMBED'I
PER FOUNDATION PLAN.
PROVIDE' A.B.
(Q 6'-0" O.C. & 4'/?"
MIN, / 12" MAX, FRM,
SILL FNr)
BUILDING
WALL b:E ........ . MIW_0-1 2
NIMUM
EXTERIOR BEARING WALL
U.L. LISTED
MINIMUM 12" VENT CAP FRAMING
ABOVE ROOF L
STO THE -PERMIT APPLICANT SHOULD CHECK OUTER 1/3
RM COLLAR t_L?YTER 1/31
WITH THE PLANNING DIVISION FOR SHED
SHrET METAL FLASHING CONSTRUCTION MATERIAL REQUIREMENTS
AND SUBMIT A SITE PLAN SHOWING EXACT OF s Of' SPAN s"F"AN ONLY
MINIMUM 5' 1 0' 1" MIN MUM CLEARANCE BETWEEN VENT LOCATION OF THE SHED ON THE Al TOP OR BOT NO NOTCHES AT TOP OR 801
AND ANY COMBUSTIBLE MATERIAL PROPERTY.THE PLANNING DIVISION'S ALLOWED U.N.O.
APPROVAL IS REQUIRED PRIOR TO THE
ISSUANCE OF BUILDING AND PLUMBING
PERMITS D
APPROVED
FULL OPENING MINIMUM 3" DIA. 0
SHUT-OFF VALVE U.L. LISTED S-VENT (E)BL-WALL)
COLD — VENT CONNECTOR PIPE APPROVED
INStOE THE ENCLOSURE ONLY
HOT FLEXIBLE WATER
-AIR MIN. 50 SO, IN, CONNECTION
UPPER COMBUSTION
UNIONS ITYP) AN APPROVED PRESSURE AND TEMPE- I I
'RE RELIEF VALVE
S
TERMINATE
REAT U F1 N REQUIRED. 11 11. 1314"
RM ATE THE DISCHARGE P I'D I I
MORE THAN 24OR LESS THAN'PIPASOVE
C GROUND D N11 NOTCHING
Q REDUCE PIPE T OUIEF� 1/.3 MIDDL E
THE TPR DRAINo IN T 'HALL BE METAL
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INTERIOR
T. HEATER
R IN OF SPAN OF SPAN OF SPAN ONLY
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OF BUILDING
PROVIDE "4' PER FOOT Al TOP OR (301'
tI APPROVED
FALL ON DRAIN LINE At TOP OR BO F NO NOFCHES
WATER HEATER SHALL BE ANCHORED STEEL ALLOWED U.N.O.
OR STRAPPED TO RESIST HORIZONTAL STRAPS
DISPLACEMENT DUE TO EARTHQUAKE
A, MC, ILLUSTRATIONS
A LISTED ON "'T' THE
(UV ft MOTION.
Z5111 PERMIT APPLIANCEV VALVE H) SHALL BE RESPONSIBLE FOR THE FLEX -CONNECTOR, ACTUAL DESIGN OF EARTHQUAKE
MAX . LENGTH
UAB
36. jRESTRAINTS,
GAS PIPING MAY REQUIRE A
B -1T
1 # AIR TEST, CHECK WITH FIELD INSPECTOR I I
3+1
— LOWER COMBUSTION -AIR
GAS MIN. 50 SQ. IN, 0 0
FLEX113LE GAS
LEVEL CONNECTION
CONCRETE SLAB
2. X 1. ARGE S F c J
- -- - - ------- 11. R OR E -- D , I - A , BORING
MIN,
FRACT ION 2X6 2X8 2X10 2X12 2X14
JOIST 2001 CBC
D/6 li SECTION 2320.8,3
0/3 11/4" 2%'! 3" 3y4" 43j1I
BORED OR NOTCHED JOIST NTS
BORED HOLES MAX 40/ OF STUD
WIDTH 0 BEARING WALLS, 60Z MAX,
0 NON -BEARING WALLS.
NOTCHES- MAX. DEPTH 25X OF' STUD
WIDTH 0 BEARING WALLS, 40/ MAX,
0 NON -BEARING WALLS.
. I f.
FRACTION ~ 2X4 2X6 2X8
OF STUD
25/ D
401 D
60/ D 31/44' 4 1Z4
NOTE: NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER,
2001 CBC
SECTION 2320,11.9- 2320,11,10
BORED OR, NOTCHED STUDS NTS
DRILL 9/16'MIN 0 #4 REBAR-
HOLE FILL W dEPDXY DOWELS 0
GROUT & IN ERT DOWEL *.NO SPECIAL INSPECTION 24-0,C,
ALTERNATE: USE 1/2 IS REO'D. FOR EPDXY IN
REDHEADS & THRD'D ROD THIS APPLICATION.
AT SLABS
DRILL SLANT HOLES REBAR DOWELS.
EXIST"G NEW SAME SIZE &
BAR FILL W/EPDXY 0 1 SPACING AS
GROUT 24m IN FOOTINGS
1/16' OVER DIA OF M
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