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ANALYSIS AREA
(E) SFR
1,019 S.F.
(E) GARAGE
203 S.F.
(E) PORCH
69 S.F.
(E) COV-D PATIO
296 S.F.
(N) ADDITION
34 S.F.
TOTAL AREA
,j3S.F.
LOT AREA
7,298 S.F.
LOT COVERAGE
2 P%
PRINTED ON CLEARPRINT 1000M.
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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 1,
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN I
THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B.C.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH I
THE ENERGY CALCULATIONS.
PLUMBING MOTES
S. 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 TUBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 11, NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
A T ENCOMPASS 30 DlAMER CIRCLE. E
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 1/3 OF j
THE TANK AND ONE STRAP AT BOTTOM 1/3 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 ;y
NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt 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 C$O.
SECTION 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR, AND BEARING/NONBEARING
WALLS SHALL NOT EXCEED 250/o/40% RESPECTIVELY.
BORED HOLES IN BEARINGINONSEARING WALLS SHALL
NOT EXCEED 409/6160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 6/8" 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 .
(2320.1 1,6)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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f TITLE 24 SUMMARY
ENERGY (TITTLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-I3
NEW ATTIC R 30
FENESTRATION FENESTRATION: U-FACTOR=.75 max
SHGC= 40 max
£,, .... ., w.0 A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
wJ,
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
oe
LEGEND
FLOOR PLAN NO' 1,0 v w1 BA} T ERY BACK-UP
I.- RELOCATED 50 GAL,. WATER HEATER SMOKE DETECTOR
o� m 15c=1/4='�`-�°� ON 18" PLYW'D PLATFORM W/ SEISMIC g SAT IFERY OPERATED � SMOKE DETECTOR NOTE:STRAPS NON-RIDGID CONNECTORS. s 9vg SMOKE DETECTOR ---
j PROVIDE SMOKE DETECTORS IN EACH BEDROOM
- j @ RECESSED CEILING LIGHT AND CORRIDOR 04 HALLWAY ACCESSING SUCH j
PER �., j BEDROOMS PER SECTION 310 3 7 3& 310,9A4
"} LQf RECESSED MI�M LIGHT 2001 CDC. SEE NOTE BELOW FOR S', N
EXISTING 3EDROOMS
SOLID CORE DOOR WI 12" G.L. CEILING MOUNTED LIGHT' t
SCREENED VENTS WIIiTF}IN 12" OF ; WALL MOUNTED LIGHT
nbx N� TOP & BOT. 1g
2.- F.G. TUB & SHOWER W/ SHUTTER PROOF
-f)a 110V OUTLET
ENCLOSURE. FUEL CAS
3.-oK BTU N.Ci_ WALL HEATER. (Mlt�i) 220v Ou�LE T
4.- 2 x 6 PLUMBING WALL,
5.- REC'D MED CABINET. I GF! GROUND FAULT ;NTERRUPTOR
6. LAVATORY. SW!TCl H
7.- LINEN CLOSET (5 SHELVF;S). t
3 3-WA`' SWITCH
8_ SI.1)<LF & POLE. i
9.- WATER CLOSi-E`I 1.6 G.P.F. MAX. � � RUSE SIB
HOSE B;BBS TO NAVE A NON REMOVABLE
10. SHOWER STA,L,L, Wl TILE FINISH ON AIR DIFFUSER GRILLE A1�OS�HERICPVACUUN BRtAK��H A s iSTEr)
FLOOR & WALLS LJP To CEILING NET
AREA TO BE NO LESS THAN 1024 SCE. FL FLUORESCENT
MECHANICAL FAN.
�M! C)} FLOOR AREA, AREA TO BCOMPASS MEAIR CHANGES PER HR.
A 30" DNA. C:IRC;I,E.
I_ ..� ..°. .v>... 6.I I. WASHER. SPACE, PROVIDE 1 10 V OUTLET I �- FLUORESCENT LIGHT
& RECESSED HOT & COLD WATER & LOG LIGHTER
3
I F WASTE, IIOOK-UPS. PLUMB FOR :CE MAKER
'T I2.- DRYER SPACE. PROVIDE I 10 V OUTLET LE�O v
�w.,,, ' E E ,SACK
�3 FUI_`L GAS, & VENT TO OUTSIDE W/4 " P�
b METAL DUCT THRI1 AIT}C:, AF RECEPTACLE OUTLETS SUPPLIED BY
05
(14" LONG MAX W/(2) 90°F;LBOW. BRANCH CIRCUITS PROTECTED BY
- € AN. ARC FAULT CIRCUIT sNTERRUPTER
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
ARM
OF 'SHEETS
111111k
REVISIONS BY
EAST ELEVATION SC=1/4=1'-O"'
NORTH ELEVATIONSC=114=11'-O"'
FELEVATION NOTES
- I A�l ASPHAI T SHINGLES TO MATCH EXIST'G.
,�T,
2.- STUCCO TO MATCH EXIST'G.
3.- 2 x FASCIA TO MATCH EXIST'G.
4.- WEEP SCREED 4" ABOVE FLR GROUND
H
OWNER:
MRS
MIRELLA CASTELLANOS
7141235-9450
DESCRIPTION OF JOB
FT
A
(E) BDRM 2 EXTENSION (N) HALLWAY
MTR BDRM W/ BATHE!,
ORAWN
CHECKEO
OATS
SCALE
JOB NO.
SHEET
A 0%
mmz
OF SHEETS
I - � jL00
( -5 N
7__0
-Oil
0
u Y. V
W. A
V4 ei
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oll
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IL a
FOUNINDATIUINI FLAI SC=1/4=1w-0"
�Iv 1�
SC=I/ 4=1'-O'!
L= 101"Ov
Off
7
5TG ZVI __
ROOF SHEATING:
(MIN) STRUCTURAL C-D OR C-C PLYW'D
MIN. PANEL INDEX NUMBER (24/0)
W/ 8 d NAILS AT 6"01C SUPPORTED EDGES
AND BOUNDARIES & 8d AT 12" IN THE FIELD
NO BLOCKING IS REQUIRED U.N.O.
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS,
ROOF'G MATERIAL
ASPHALT SHINGLE 0/ #15 FELT UNDERLAYMENT
TO MATCH EXIST'G.
ROOF FRAM"(03"' PLAN SC=1/4=1`-0w1
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILINGUPPER
MARK
WALL TYPE
SHEAR
WALLS
WALLS
STORIES
7/8" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1623, FEB, 1973) OR (ICBO
180PLF
5/8@55"01C
5ffi@55�'O/C
16d @ 8!" OIC
No, 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
a/$" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD
260 PLF
5f8 @ 38" O/C
5/8 @ 38" OIC
16d @ 6" OIC
(TABLE 23-11-1-1 U.B.C,) NOTE 1,9,10 & 11 BELOW
3/8"D SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" 010 @ EDGES & 12" O/C FIELD
350 PLF
5/8 @ 26!',0/C
518 @ 26'01C
16d @ 4" O/C
(TABLE U.B.C.) NOTE 1, 6, 9, 10 & 11 BELOW
SRUCT 11 OR STD SHTG WITH Bd NAILS @ 4" O/C @ EDGES & 12" OIC FIELD
380PLF
5/8@26"O/C
5/8@26"O/C
16d @ 4" OIC
Z�30PLYWD
(TABLE 23-11-1-1 U, B,C.) NOTE 1, 3, 5,6,9, 10 & 11 BELOW
A �\
3/8' PLYWD SR IRS DSHTG WT So NAILS @ 3" O/C @ EDGES & 12" O/C FIELD
SRUCT" T
490 PLF
5f8 @ 20" OIC
5/8 @ 20" OIC
Ed @
1/2" OIC
31
(TABLE 23_ U.B.C.())N NOTE 5, BELOW
-
_3,
3/ D SRUCT It OR STD SHTG WITH So NAILS @ 2" O/C @ EDGES & 12'0/C FIELD
8" PLY'
W
610 PLF
5/8 @ 16'Olc
5/8 @ 16" OIC
16 d @
2 1 /2" O/C
LE 23-11-171 U,B,C,) NOTE 1, 3,5,6,9, 10 & 11 BELOW
{TABLE
STRUCT IPLYWD WITH 10d NAILS @ 2' OIC @ EDGES & 12" O/C FIELD
870 PLF
3/4 @ 16" OIC
314 @ 16" O/C
N/A
z�1/2"
OVER 3X STU DS(TABLE 23-11-1 -1 U.B.C-) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
NOTES:
I,- ALL EDGES OF PLYWOOD SH EARWALLS 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)
3.- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO 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 WO/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
T- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x 10" A.B,'s @ 48" O/C UNLESS OTHERWISE NOTED ON PLANS
ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132"SHOT PINS @ 32" O/C & 48" C,'C RESPECTIVELY: LE OZARK # H-07 1080 REPORTI280, MAY 1987
9.- USE 2 112 x 2 1/2" x 3/16'PLATE WASHERS
10.- USE COX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
I I. AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1/2"
STRUCTURAL NOTES
CONCRETE
3.- GRADE
I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
JOIST, PURLINS r TO 4" WIDE, 6 & DEEPER No� I
TYPE 050 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
BEAMS, PURLINS OVERVWIDE No. I
C.*33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 %.
SUSPURLINS 2- TO 4" WIDE, 6 & DEEPER No, I
LEDGERS No2
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
STUDS 2"x4'OR3"x4` STUDS
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301,
STUDS 2" x 0' No. I
POSTS 5"x 5"AND LAR GER No. 1
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
SILLS, PLATES AND BLOCKING No. 2
CONFORMING TO ASTM C-1 50.
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
4.. MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
GROUND, SHALL BE PRESSURE TRESTED, DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH SIV' DIAMETER x 10' LONG BOLTS AT 48" ON CENTER 12" MINIMUM
GS 2,500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SLABFOOTINGRADE 2,500 PSI
OR
SIDEWALKS 2,000 PSI
5- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
WITH 5/8" ANCHOR BOLTS AT 24"0/0,
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4'.
6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 010 WITH 5/8' GYP. BOARD
6- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
EACH SIDE, UNLESS OTHERWISE NOTED.
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN, BE ASSURED.
7.- ALL STUD WALLS SHALL HAVt FULL HEIGHT VX 6'" DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET 01C UNLESS OTHERWISE NOTED ON PLANS, BRACES
7.-ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SHALL COVER A MINIMUM OF SIX STUD SPACES,
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
8.- COMMON NAILS SHALL BE USED.
CLEANOUT AND INSPECTION.
9- FIRE BLOCKING 2x I %'THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
LEVELS AT EACH 10' RETORT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIROATIONS ST-26,
%_ JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %` 9
WHERE JOISTS ARE 2" x 12'OR DEEPER9;V
OF
CHAMFERS UNLESS DETAILED OTHERWISE.
I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -SEARING PARTITION SHALL BE:
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
2".x 4@ 16" O/C UP TO 14'-0"
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2"x 6'@ 16" OIG UP TO 20'.0"
x 8" @ 16"01C UP TO 26'-0"
li,- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F.
j2"
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
12,- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/16'
EL) M 00 D
LARGER THAN THE BOLT DIAMETER.
1: PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE. DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS.
I,- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
ON , TIES:
FOOTING, SLAB GRADE, MASONRY AND BENT
2, EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO, ET, WITH A MINIMUM DIMENSION OF
# 3 BAR AND SMALLER ASTM A- 615 GRADE40
2 FEET.
# 4 BAR AND LARGER ASTM A-615GRADE 60,
3,- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHIEDULE, NAILING SHALL BE INSPECTED
2, DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
AND APPROVED BEFORE COVERING.
BENDING IN ACCORDANCE WITH ACI-318-95,
EOUNDATION NOTES
3,- MINIMUM ONCRETE COVER OVER REINFORCING RESAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
NOT EXPOSED TO WEATHER OR EARTH I
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER 1 1%
EXPOSED TO EARTH 71
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, BEAM & COLUMN TIES I
ISOLATED FOOTING 1,000 R&F,
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH V,
2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL. OR
SLAB ON GRADE 2"
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE,
4.' SPLICE IN CONCRETE;
3:ALL FOOTING SHALL BE CENTERED ON PLASTER ANDOR WALL AND COLUMN UNLESS
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
OTHERWISENOTED.
5.- WELDED WIRE FABRIC SHALL CONFORM TOAST A-185 AND 1-82-
4,- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF Act 318-95
S.-THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
7:ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC- SHALL BE SECURED
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
LOCAL SAFETY ORDINANCES.
8, ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
6-- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE 60.
ANDIOR SHEDULES.
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
&- ALL EASTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR,
BE REMOVED AND RELOCATED.
11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD SENT
9,- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
APPROVAL OF THE ENGINEER OF RECORD.
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR,
12-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE
10: FOUNDATION MAY BE SUBJECT TO TPUCTURAL REVISION IN THE FIELD DUE THE
CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
LUMBER
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WORST.
I . ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 C.B.C),
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1 - NOR I
BAR DIA NOR Ix MAX A13RAGATE SIZE.
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR'NO. UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS
DESCRIPTION OF JO&
SQ FT
(E) BDRM 2 TO BE EXTENDED
TO CREATE (N) HALLWAY &
ADD (N) MTR BDRM W1 SATHRM
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
Soo,
OF SHEETS
PRINTED ON CLEARPRINT 100OH,
....... ....... ... -
4'-0" MIN. LAP
(8) 16d
T 1415 5TSM MAT' BE U&ED ;AP TOP PLT. 16 d 16 " Q.C. CL 3-71A,
ANCHOR A �"'OT WATI, MAX 2X STUD
H E AT E 4R STUD
THAT iS AD' 'AC-=N' TO A WAIL:L
IANK EE TO 5 BOL-EC) i 0 4 X 4 POST PER PLAN
N E
D E
WlO0<ED UP WIT I- A FLEXIB. E HDR.
MIN.
IF T ANK HA6 AN
IN55ULATION ES L A T, T6 d CO 2
77,
LEAVE IN FLACE AC
NAIL
NAIL
2X TRIN
KING S
1/4�' X 4 L46i 50REW W/ JAMB
WASHER TO 2X4 5TUID CR SLK.
(2) 10d
EA, SIDE
AFPROvEr% FEEL 5-R/,,P6 TO PLT
5NUGC_,
Y WR4
AROUNC) TANK_ ANC) 5FACEiR
411E FROVI""ED BETWEEN TI
A.' ,-'
+ -:z
5LOADS BASED ON MIN 4X POST SIZE OR
W//8" DIA. ANCHOR WM CONCRETE STEM WALLS SHALL BE MAX ANCHOR LOAD.
BOLTS W/ 7" EMBED"I 6-MIN VADTH MR 5/8-0 ANCHORS
PER FOUNDATION PLAN, 8*MN WIDTH FOR 7/B'# ANCHORS
PROVIDE A. B. S' MIN FOR CONC. BLOCK
6'- 0 " 0, C. & 4'12
MAX, F RM. mjj'4� Iz
W,41JER HEATER 4N-0 ,UALL -fl NOM- FOR RAISED FOUNDATION USE SSTEI FOR TWO POUR SYSTEM 'o
o If SILL ENO
AND E)(TEND BOLT BEYOND Sill. PLATE ABOVE FLOOR SHEATHING
---------- I HOLDOWN
---------------------------
117 UJ,4 T E- F, k� E,4 T R 5 iR,4 C, EXTERIOR BEARING WALL
NC-i 13 FRAMING
EXISTING SLAB NEW SLAB
lo
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12"
2 X CONT,
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ig
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REDHEADS & THRD'D ROD THIS APPLICATION..
t
IN
EX AT SLABS
REBAR DOWELS
DRILL SLANT HOLES
NEW SAME SIZE
__ A.,
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EXTEND RF. R DIA OF SPACING AS
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GROUT
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TYP.
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TYP.
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STUD
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MB PER SCHED
PROVIDE IX6 LET -IN
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HOLDO" (HDA)
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PER PLAN
MAX.@ 45' MIN. W/
(3) 8d EA, END & EA_
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2X
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PROVIDE 2X FIRE
2-2X
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OR 3X
EXCEED 10' H, & AT ALL
PER PLAN
CL'G & SOFFIT LANES
MIN. --"Le PER
2X STUDS
EMBED SCHEDULE
@ 16" 0, C.
13.
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USE SIMPSON SET EPDXY
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ICBO #4945
THAN BOLT DIA.
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L EDGE DlsT. NOTES;
A. SPECIAL INSPECTION REOUIRED
B. DRILL HOLES PER MANUF.SPECS.
C. A307 THREATED RODS W/ SIMPSON
SET EPDXY ICBO *5279
INDICATED EMBEDMENT INTO
CONCRETE TO BE MAINTAINED
AT RAISED FLOOR FOUNDATIONS
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DESCRIPTION OF JOB-
SQ FT
48"m
TO CREATE (N) HALLWAY &
DRAWN:
AL
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
D
PREP A R, 9 0 BY:
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CERTIFICATE OF COMPLIANCE: RESIDE NTL4L (Page I of 3
Project Tide
Project Address
_.0
bocumtkanitro Author Velep ne
CoJp_11_an_c_e'Wthod (Package or Computer) climate zone
Building Permit#
Plin Chock / Date
Field (Meek I Date
)Enfot4wment Agency Use Only
Total Cis0" Av
erage Coming Height: ft
0
Con I d' w dingle
'T "0 Family Addiction
Existing Plus -Addition
(Check i"
Front (��r North /SOUIO2
East West All Orientations
77 (input Runt orientation i1i frontfrontTrue North and circle one)
Le 9
Nurnb
Floor== Slab ised Floor (circle one orbA)
RADiA — no
,red in ,Jimate zones 2, 48-15) Required for this submittal Z yes
LAM Eli" ELO
Cord t Frame Type cavity Sheathing Total R- Assembly Location/Cominents
T*,, wd = wood Insulafion Insulation Value' U-Factort '(,Afic, garage, typical, etc)
stl steed., R-Value R-Value
Wall
Wall
Roof S) Ze Ce
Roof
. . . . . . . . . . . . . . . .
Floor
Floor
Slab Ed
-f Wl that ��mects �m�viR-��yal u
R-Value and i�W Fly.U-F �awood �rwne�4v.
For c and
h_
incur �a4-, �fhrj t � hue r_a0_kW_
_N
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Shading Devices
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0BM 1 1
V
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a
Fen 4 `1171
Ared
lion
Fenestration
Exterior
Overhangst
#1
06L
�'U -Factor
SHQC
Shading An!
Fins
Front
Front ....... . . . . . .
Left 14 �0� L
Left
Rear 0-
Rearr
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Right, 661i
gob
Right
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AugUA2001
U RY SURES CHECKLIST: RESIDENTIAL (Page 1 2) IMF-IR
4
'A� "W teasuies regardless of the 0onoiance approach use&
w Q'Ituddin sub- io�the Stwulards mug contain tot,
gs jed
super4eded by more stringent compliance requirements listed on the Certificate of
ed, the Permit documents, the features noted shall be considered by all parties as
anoe s 6fivn� f #�p'ffi or the mandatory measures whether they am stKvwn elsewhere in the documents
. . . . . . . . . .
apple titres when completed or eater N/A if not applicable
U64 #0
DESIGNER
ENFORCEMENT
...........
er's labeled R-Val-
at firimo walls
ission rate no
and form
it air leakage
field-fabricated}2 on products (exct§it certified Heat
3. Exteztot iioiis5 ard windows weatherstrilVed-. all joint and penetrations caulked and sealed.
§ IS%): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(f): special infiltration barrier installed to comply with § 151 meets Commission quality standards.
150(e� Installation of -Fireplaces, Decorative Gas Appliances and Gas Logs.
1, b&som and factory-linift fireplaces have:
Cioseablemetal orgiass door
b. Oatsidvaiir intake with damper and cor&ol
c Flat, damper and control
N% ecatinuous burning gas pilot lights allowed -
space Conditioning, Water Heating and plumbing System Measures:
110- 113: HvAC equipment, water heaters, showerheads and faucets certified by the Commission,
§150(h): Heating and/or cooling loads calculated maccordanoewithASHRAE, SWCNAORACCA
150(i): Setback thermostat on all applicable heating and/or cooling systems.
§150(j): Pipe and tank insulation
I -Storage gas water heaters rated with an Energy Factor less than 0,58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 orgreater.
2. First 5 fed of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
1 Back-up tank-, for solar system, unfired storage tanks, or other indirect hot water ranks have R-12
external insulation orR-16combined intemallexterrial insUlation -
p
4, Ali buried or exposed piping insulated in recirculating sections of hi3t water systems.
S. Coding system piping below 55OF insulated-
6: piping insulated betweenheatmg; source and indirect hot water tank
Compliance,Forms August 2001
CEW UIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF1R
Project,11fle Date
HVAC,SYSTEMS
input bydrome or combined hydronic Bata under Water Heating Systems, except Design Heating Load.
Distribution
Heating EqWpment Minimum Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Thermostat Configuration
{ducts, attic, 00 R-Value lype ..1ylit orRaokage)
l-4
Cooling Equipment Minimum Duct Heat Pump
Type (air conditioner, Efficiency Location Duct Thermostat Configuration
heat pump evap cooliitst) (SEER) (attic, etc.) R-Vaiue Tyue Utit or 2ackagr)
SEALED DUCTS and TXVs (or Alternative Measured,
0 Sealed Ducts, (all climate zones)
(Installer testing and certification and HERS raterHeldverification required)
n TXVs, readily accessible (climate zones 2 and 8-15 only)
(installer testing and certification and MRS Rater or field verification required)
0 Refrigerant Charge/Air Flow (climate zones 2 and 9-15 only)
(installer testing and certification and HERS Rater or field verification required)
OR
0 Alternative to Sealed Ducts and TW; (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
WATER HEATING SYSTEMS Energy External
Ratedt Tank Factor or Tat*
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
T Type in System orBtu/hr) (Rallons) Efficiency Loss (Yo) R-Value
1. For small gas storage water heaters (rated inputs of Tess than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water 110314" (rated input of greater than 75,000 Btultir), list Rated Input, Recovery Ffficiency and Standby 1,oss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
mtra sheets if necessary), Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness and description).
Compliance Forms August 2001
MANDATORY MEASUfUS CHECKLIST: RESIDENTIAL (Page 2 of 2) ',IF-1R
T,4ofo: Lowrise residential buildings subjca! to the Standards must contain these measure. regardless of the compliance approach, used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is i.,acorporated into the permit documents, the features noted shall be considered by all parties as
minimum component perf6nnance.spz,,cifications for the mandatory measures whether they are shown elsewhere in the documents,
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating land Plumbing system Measures: (continued)
§150(mDuets and Fans
1. All ducts and plenurns installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601,
603, 604, and Standard 6-3; duels insulated U a minimum installed level ofRA.2 or enclosed entirely in
conditioned space, openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements of UL i3 1, UL 181 A, or UL 181 B. If mastic or tape is used to seat
openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
2. Building cavities, support platforms for air handtors, and plenums defined or constructed with materials
other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms r.iay contain ducts. Ducts installed in cavities and solicit
platforms *hall not be compressed to cause reductions in the cross -sectional area ofthe ducts.
3. joints and seams of duct systems and their cv.;rpnents shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used i-t combination with mastic and drawbands.
4. Fxhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
6. Protection of Insulation, insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind but not limited to the, following: Insulation exposed to
weather shall be suitable for outdoor service r. .9, protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foam insulation shal I be protected as above or painted with a coating that is
water retardant and provides shielding from s:oiar radiation that can cause degradation of the material.
§ 114: Pool and Spa Heating.Systems and Equipment.
I . System is certified with 78 % thermal efficievay, on -off switch, weatherproofoperating instructions, no
electric resistance heating and no pilot light,
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a eireviation pump time switch,
§ 115 : Gas fired central furnaces, pool heatmupa heaters or household cooking appliances have no
continuously bum` pilot light. (Exception: T#cm-electrical cooking appliances with pilot<150 Bttr/lu)
_____
§11g(f); Cool Roof material meet specified criteria
Lighting Measures:
§150 (k)l .-. Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 luntenalwatt
or greater for general lighting in kitchens. 'a is general fighting shall be controlled by a switch on a readily
accessible lighting control panel at an critranc,., to the kitelten.
§150 (k)2., Rooms with a shower or bathtub nrigo have either at least one luminaire with lamps with an
40 lumens/watt or switched at the entrance to the room or one ofthe alternatives to this
efficacy of greater
fixtures IC, (insulation cover)
requirement allowed in § 150(k)2., and incandescent teemed coiling are
approved.
I Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
vient Tifle Date 1
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section, The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater,
Designer or Owner (per Business and Professions Code) Documentation Author
Name: Name:
Title/Firm: Title/Firm:
Address: o t:;?- Address:
�31!1
Telephone: Teleph ne:
signature) `�
at date) {signet re)
Enforcement Agency
Name:
Title:
Agency:
Telephone: I_h,44
/9
(sign .1 P)4V (date)
Ag.
I Compliance Forms
El
August 2001
rm
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714 285 1121
2017 W. ALCO AVE.
S^NTA AN^
CALIFORNIA 92703
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