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PIREPAAED BY:
PLOT PLAN
ANALYSIS SPIS AREA
(E) SFR WATTACHED GARAGE 899 S.F.
(E)GARAGE 400 S.F..
(E) PORCH 98 S.F.
(N) ADDITION 588 S.F.
TOTAL AREA 1,985 S.F.
LOT AREA 6,350 S.F.
LOT COVERAGE 31%
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1- ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
TITLE 24 SUMMARY 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
ENERGY (TITLE 24) REQUIREMENTS TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS.
INSULATION EXT WALLS: R-13 4. ALL NAILING -TO COMPLY WITH TABLE 23-11-8-1 C.B.C.
NEW SUBFLOOR: R-19 S. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
NEW ATTIC: R-30 ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
FENESTRATION FENESTRATION: U-FACTOR=.75 max PLUMBING NOTES
SHGC= .40 max
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,
A/C EFFICIENCY N/A 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
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05 SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
INSTALLED TO COVER ROOF RAFTERS AND MOISTURE.
GABLE ENDS WALLS AT ATTICS 9, GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY IL 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 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
NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
S 15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
GROUND -FAULT CIRCUIT INTERRUPTER (GFQ PROTECTION
7- COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE,
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
e 'T
il BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
. ..... 17, THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
p-,
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 2320.3.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARINGINONBEARING
C WALLS SHALL NOT EXCEED 260/o/400/o RESPECTIVELY.
BORED HOLES IN BEARINGINONBEARING WALLS SHALL
NOT EXCEED 40%/60% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20 HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
AIL4 ARIE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
All, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320,11.6)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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STRUCTURAL NOTES
CONCRETE
1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
31- GRADE
TYPE
TYPE(i50-cU FT)AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
TT04rWIDE,6&DESPER No I
BEAMS, PURUNS OVER 4" WIDE NO, I
C-33 WITH PROVEN SHRINK AGE CHARACTERI$ITCS OF LESS THAN 0.05
SUSPURLINS L- TO 4- WIDE, 6 & DEEPER NO. 1
21 READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
LEDGERS NO. 2
STUDS 2
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301,
x4"OR3"xil' STUDS
STUDS 2: X6" No. I
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
POSTS 5"x V AND LARGER No. I
SILLS, PLATES AND BLOCKING No. 2
CONFORMING TO ASTM C-150,
4. MINIMUM COMPRESSIVE STRENIGHT OF CONCRETE AT AGE OF 26 DAYS FOR:
4, SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
FOOTINGS 2.500 PSI
THE FOUNDATION WITH 5/8' DIAMETER x IW LONG BOLTS AT 48" ON CENTER 12' MINIMUM
SLAB OR GRADE 2,5W PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SIDEWALKS 2,000PSI
51 STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
5, MAXIMUM SLUMP SHALL NOT EXCEED 4*.
WITH 61W ANCHOR BOLTS AT 24" O/C.
6, CONCRETE SHALL BE MAINTAINED 1.4 A MOIST CONDITION FOR A MINIMUM OF 6 DAYS
6,- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT IS" 01C WITH 61W GYP. BOARD
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
EACH SIDE, UNLESS OTHERWISE NOTED,
PERFORMANCE CAN BE ASSURED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6' DIAGONAL LEFT -IN BRACES AT ENDS
7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
,
AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF $I'< STUD SPACES.
CLEANOUTS, SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
8.- COMMON NAILS SHALL BE USED,
CLEANOUT AND INSPECTION.
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9,- FIRE BLOCKING 2"x 1 %'THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-28,
LEVELS AT EACH 19 HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS,
9, EXPOSED CORNERS OF COLUMNS, SEAMS, WALLS, ETC., SHALL BE FORMED WITH %
10.- JOISTS SHALL BE SNLOCKEO AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS DETAILED OTHERWISE.
OF VWHERE JOISTS ARE 2'x 12" OR DEEPER.
1b.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I I. MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2x 4- @ IS- O/C UP TO 14'-W
2"x 6@ 16"010 Up TO 20%0"
1 I: NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F.
2' X 8- @ 16- O/C UP TO 26'-W
12, WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
PLYWOOD
11. BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
1 PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
jjEINFQRCING STEEL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS,
1, REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS:
2, EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 $0. FT. WITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELL$, TIES:
# 3 BAR AND SMALLER ASTM A- SIS GRADE 40
2 FEET.
#4 BAR AND LARGER ASTM A- 615 GRADE SD
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
2, DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-306 AND
SENDING IN ACCORDANCE WITH ACI-31 S-%.
FOUNDATION NOTES
3.. MINIMUM ONCRETE COVER OVER REINFORCING R5BAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
NOT EXPOSED TO WEATHER OR EARTH 1.
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER I %,
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING II ADD P.S.F.
PILASTER, BEAM & COLUMN TIES I
ISOLATED FOOTING 1.000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
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 AND/OR WALL AND COLUMN UNLESS
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
OTHERWISE NOTED.
5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM 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 ACI 318-95
5-THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
I. -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-e15
6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE 60.
AND/OR SHEDULES.
9, ALL REINFORCING BAR SENDS 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
81 ALL EMS71NO 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.
I I.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD SENT
S.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
CrHE 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.
I2.-AUL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
10, FOUNDATION MAY BE SUBJECT TO TRUCTURAL 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.
LU_ MBER
13, PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI.
1, ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2WI C.B.C).
14, CLEARANCE BETWEEN PARALLEL BARS IN A, LAYER SHALL NOT BE LESS THAN I" NOR I
BAR DIA NOR Ix MAX AGRAGATE SIZE.
2, RAFTER, SEAMS, PURUNS SHALL BE DOUGLAS FIR*NO. UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS I*,
4
6
LEGEND
3
SWITCH
3-WAY SWITCH
L A N
r, 110 V W/ BATTERY BACK-UP
SMOKE DETECTOR
SC=114- I I-W, 2, BATTERY OPERATED SMOKE DETECTOR NOTE,
0 9,t�' SMOKE DETECTOR
F-\\-
FL
HOSE BIB HOSE BIBBS TO HAVE A NON -REMOVABLE
BACK FLOW PREVENTER OR WITH A LISTED
AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER.
FLUORESCENT
RECESSED CEILING
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
LIGHT AND CORRIDOR OR HALLWAY ACCESSING SUCH
CL)
MECHANICAL FAN. MI
BEDROOMS PER SECTION 310.9.1.3 & 310.9A.4
5 AIR CHANGES PER HR.
RECESSED MINI LIGHT 2001 CBC. SEE NOTE "f" BELOW FOR S.D IN
EXISTING BEDROOMS
FLUORESCENT LIGHT
CEILING MOUNTED LIGHT
LOG LIGHTER
WALL MOUNTED LIGHT
PLUMB FOR ICE MAKER
110V OUTLET
TELEPHONE JACK
FUEL GAS
AFI RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
220V OUTLET
AN ARC -FAULT CIRCUIT INTFRRtJPTFR
T_ I N4 �
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714 P 285 114
2017 W. AL -CO A v r=-
SANTA AN04
CALIFORNIA 927OZ
MACIELALOMSN.COfv
REVISIONS
D1111=111111111"I"ON OF JOB:
RELOCATE (6) KIT AND
TO COMMIRT (N) DINE RM
(N) KIT AND ADD (2) BERMS
W1 I BATHRM.
c,$a FT.
DRAWN
CHECKED
DATE
SCALE
Joe No.
SHEET
Awl
of: SHEETS
PRINTED ON CLEARPRINT 100OR
----------
REVISIONS i BYA
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ELEVATION NOTES
I.- ASPHALT SHINGLES TO MATCH EXIST'G.
'9/(_2) -�s rt-1,T Uk�VeVA,4TtjjM4r
2.- STUCCO TO MATCH EXls,r,G.
1
3.- 2 x FASCIA TO MATCH EXIST'G.
A.
I i
Aw
Im
OWN
0N.
MR
FERNANDO ROMERO
PH # 7141 55M9
De'sclup"o" OF iouz
RELOCATE (E) KIT AND
TO CONVERT (") DINE RM
(N) KIT AND ADD (2) OMMS
Wl i DATHRM.
.54 FT. I
DRAWN
CHECKED
OAT
SCALE
JOB NO.
SHEET
Aw2
OF: SHEETS
ORINTED ON CLEARPRINT 1000H.
FOUNDATION PLAN SC=1114=110'
LEGEND
EXISTING FOOT'G
NEW FOOT'G
FOUNDATION VENTS CALC'S
588 sq ft / 150= 3.92 x 144= 565 sq in REQ'D
G. 1. SCREEN'D FOUND'N VENT
12"x 6"= 72 sq inch
NORTH SIDE: 2 pieces
SOUTH SIDE: 3 pieces
EAST SIDE: 3 pieces
WEST SIDE: -
PROVIDED = 8 x 72= 576 sq inch
FOUNDAIJON NOTES Z
1. FLOOR SHEATING*
USE 3/4" STRUCTURAL 11 C-D OR C-C
PLYWOOD, MINIMUM PANT, INDEX NUMBER
(40/20) T & G, W/ 10 D 10"O.C. IN THE FIELD
(1, iNBLOCKED U.NO.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS.
2. EXlS'l`ING,I2"xI8"CONC. FOOT'G
3. NEW CONCRETE FOOTING 12"W x IS" D W/
(1) #4 'TOP & BOTTOM MIN.
4. 24" 1, 44 REBAR DOWELL 6" INTO EXIST%
FOOT'G TOP & BOTT W/ SIMP "EPDX'%
5. 112"16" G. I. FOUNDATION VENT (TYP)
6. 18"x 24"G.I. FOUNDATION ACCESS
7. GIRDER POCKET OR HANGER PER PLAN
S. 5!8" PTA x 10-L. ANCHOR BOLT (a) 6%9"O.C.MAX
12" FROM ENDS, MIN 2 PER FIELD, 7" MIN EMBED
W/ 2"x 2" x 3116" PLATE WAITERS (TYP)
NOTES:
a. VERIFY HRPWR. LOCATION W/ FLOOR PI :AN
b. HOLD-DOWN ANCHORS MUST BE TIED IN PLACE
I PRIOR TO FOUNDATION INSPECTION
c. SURFACE WATER WILL DRAIN AWAY FRONT
BUlf,I)ING
idl: HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHRS.
AND 1101-,-DOWNS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING
e. ALI, INTERIOR NON -BEARING WALLS W/ SIIOTPINS.
RANSET #3348 OR EQUIVALENT AT 36 " O.C.
UNLESS OTHERWISE NOTED.
f. 518" DIA. A. B. MAY BE REPLACED BY 5/8" DIA THREADED
RODS W/ 5 %" EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
I.C.B.O. ER -4846 (OREQUIVALENT). AT THE SAME SPACING
PER 2320.11.-4; CBC
L= 5 1- Rif
ROOF
FRAM'G
PLAN SC=1/4=j'wlr
SHEAR - PANEL
1/2 " C-D, C-C PLYW'D BLKD.
W1 10d Q 6" O.C. E.N. 4 12" O.C. FN.
2X P.T.D.F. BILL CONNECTION W1
5/6 " DIA. A.B. 6 32" O.C.
USE 5/a " DIA. THREADED RODS
CIA -GEL 1000 EPDXY OR EQUAL
(ItBO 4646) AT EX15TG FOUNDATION.
TOP ANCHORAGE WITH A-35 6 Irb" O.C.
ROOF SHEATING
CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS
@ 6" ENIBN. 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. W/ 2,
lA*rftPL
ATTIC VENT, CALUS
588 S.F. /160= 3.92 x'144= 566 sq in REQUIRED,
1. 14"x 18"ATTIC VENT
Provided = 262 sq inch
2.- G.1 SCREEN'D VENT
(3) 2"o HOLES= 9 sq inch
At NORTH SIDE 18 pzs
At SOUTH SIDE 18 pzs
At EAST SIDE -
At WEST SIDE -
Provided 36 x 9 sq in = 324 sq in
574 SO IN PROVIDEDl
NOTE:
• WHERE SAVE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF V OF
AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND THE ROOF SHEATING. TO ACCOMMODATE THE
THICKNESS OF INSULATION PLUS THE REQUIRED V
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED
FOR RAFTER -CEILING JOISTS.
• ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
CORROSION -RESISTANT METAL MESH OPENINGS OF
INCH IN DIMENSION.
'FRAMING NOTES
PROVIDE ROOF RADIANT BARRIEF
PER TITLE 24 AT ROOF SHEATHING
I. ROOF SHEATHING
CDX PLYWOOD (32/1&) OR 065, UNBLOCKED
DIAPHRAGM. W1 NAILING -
ad a roll O.C. SUPPORTED ENDS 4 BOUNDAF:Y
Od Q 12" O.C. FIELD.
USE (8) ]rod 6 TOP FILT. CHORD SPLICE W/ ST6224
(USE IX& SOLID 514EATPING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X P05T AT EACH END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE,
STUD FOR 4X6 OR SMALLER MEMBERS
3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS 10 16" O.C. MAXIMUM.
ro. ALL LAG BOLTS (LB) TO BE 13" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
1. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF. ALL PLYW'D SHEETS IN SHEAR WALL.
a. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED U51NG EXTERIOR GLUE.
2 LAYERS OF 150 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
.Far__
io, SEE DETAILS SD1 SDt ALLOWED BORING
AND NOTCHING OF STUDS AND J015T6
SEE DET.\,SDI FOR TYP. EXTERIOR
WALL FRAMING
12. MIN. 2X6 STUDS -S 16 " O.C.
AT PLUMBING WALLS.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
� -9
■
RIEV11810r+03 I 13Y -1
DESCRIPTION OF JOB. -
RELOCATE (E) KIT AND
TO CONVERT (N) DINE RM
(N) KIT AND ADD (2) BERMS
W/ I BATHRM.
$Q Mr.
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
SMI
OF SHEETS
PRINTED ON CLEARPRINT 1000H.
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.a,.
POST PER PLAN
p1L LIB jv)`7 (4x MIN.) L
ve A. i>•:�' rL'e t5 L =2x STUD
t40!;>p FASTENERS ;(FILLER)
} } PER MANUF. I PER PLAN
SIMP, HOL.DOWN ! TOP OF
NCe-/ Lt'I` aIP PER PLAN (PHD 'CONC.
SHOWN) j
r. j N s 11
�_ . -�.' •°`�- � EXIST. OR
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5/8"0
3610
HD2A
12"
5/8"0
2775
HTT16
12"
5/800
3480
HD5A
12"
5/8"0
4010
PH05—SDS3
12"
5/8"0
4685
HTT22
12"
5/8"o
5250
PHD6—SDS3
15"
7/8"0
5860
H06A
-15"
7/8"0
5105
HD8A
15"
7/8"0
7460
HD10A
15"
7/8"o
9540 .
HD08—SDS3
15
7/8"�
8325
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ALTERNATE: USE 1 /2" IS REO'D. FOR EPDXY IN
REDHEADS & THRD'D ROD THIS APPL.ICAMON.
5 7 AT SLABS
ESM
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CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR
42-o
Pro ect fide Date
Project Address
Building Pcrmft
Docuthentation Author Well one Plan Check I Date
Field Check I Date
Compliance Method (Package or Computer) Climate Zone E515rcam—n-171—ShEy usea-rily
GENERAL INFORMATION
Total Conditioned Floor Area Average Ceiling Height: 45 ft
Conditioned Slab Floor Area ft2
Building Type: Single Family Addition
(check one or more) Multi -Family Existing -Plus -Addition
Front Orientation: North / Soud 7 East' West / All Orientations
Number of Stories (input front orie otation' degrees from True North and circle one)
Number of Dwelling Units: I I
Floor Construction Type: S_Iabi. �ised�Flo (circle one or both)
RADIANT RARMELt (reguir2d in gkMa_t_e zMes 2, 4, 8-1 Q Required for this submittal —/yes —no
BUILDING ENVELOPE INSULATI
Component
Type
Frame Type
wd - wood
stl - steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total R-
Value'
Assembly
U-Factorl
Location/Comments
(attic, garage, typical, etc.)
Wall
ink=
Wall
_UA4AJ=_
Roof
12.
Roof
Floor
ZA C4 e. I (e
Floor
Slab Edge
' For pyrcrintive cgmpliapge. TQMI &Y-Alue and A se ly U-FacJqr aM not LQUired_ for,it MMgd-firamcd -wall that Mots, cavity &-y.Wuc
inLulatioll reguierne r the PLescdptine Packlige,
FENESTRATION
Shadine Devices
M
Compliance Forms August 2001 A-2
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF-IR
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used,
herris marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance, When this checklist is incorporated into the permit documents, the features noted shall be considered by ail parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instnictions: Check or initial applicable boxes when completed or enter N/A if not applicable_
DESCRIPTIONDESIGNER
ENFORCEMEN'r
Building Envelope Measures:
• §110(a): Minimum9 ceiling insulation.
§150(b): loose fill insulation manuluturer's labeled R-Value,
• §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in inead frame walls
(does not ay to exterior mass walls .
§150(d); Minimum R/mised floor insulation in framed floors.
§Iio(l): Slab edge insulation - water absorption rate no greater than 0,3%, water vapor transmission rate
J
no breater than 2.0 permlinch.
§118: Insulation Specified Or installed meets insulation quality standards. Indicate type and form.
§116-17: Fenestration Products, Exterior Doors, and lutiltrifion/E.iofiltration Control.,;
1, Doors and vvindows between conditioned and unconditionedVAc" designed to limit air leakage.
ii
2. Fenestration prod -acts icxCcpl field -fabricated) have label with certified U*aclor. certified Solar Heat
(;am Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weather ;nipped: all joints and penetrations caulked and scaled.
§ 150(g): Vapor barriers inandalor-y in Climate Zones, 14 and 16 only.
§ 150(0; Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace, have:
a, cluscable metal or glass door
ti. 0alside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
§ I 10-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission,
§150(h): Heating and/or cooling loads calculated in accordance with ASHRAF, SNIACNA or ACCA_
§ 150(i); Setback thermostat on all applicable heating and/or cooling systems.
§ 150(i): Pipe and tank insulation
1. 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 or greater,
2. First 5 feet of pipes closest to water healer tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R- 16 combined internallexterrial insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
a.system piping bc,"', 55" 1• insulated.
6. Piping insulated between heating source and indirect hot water tank.
CERTIFICATE OF COMPLIANCE: RESIDENTI AL (Pa e 2 of 3) CF-IR
Project Title
Dade
RVAC SYSTEMS
Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Li:iad,
Distribution
Heating Equipment Minimum Type and Duct or
Type (furnace, heat Efficiency Location PipingHeat Pump
Thermostat Configuration
trumn. etc.) fA F1 IE or HSPF) attic, etc.) R-Value Type
Coolin Equipment um
Duct
Type (air conditioner, Efficiency Location Duct Thermostat Heat Pump
heat F-U-M-2, ova p,,EuoIJMLLSEF_RJ1 tic, etc,) R-Value Configuration
It �-,.k. �.�
SEALED DUCT $ and TXVs or Alternative Measures)
0 Sealed Ducts (all climate zones)
(installer testing and certification and HERS rater field verification required)
0 TXVs, readily accessible (climate zones 2 and 8- 15 only)
(Installer testing and certification and HERS Rater or field verification required)
0 Refrigerant Charge/Air Flow (climate zones 2 and 8- 15 only)
(Installer testing and certification and HERS Rater or field verification required)
Oil
0 Alternative to Sealed Ducts and TXVS (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
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
Type T e in system or Btulbr) (&a Efficiency Loss 0/o) R-Val
flons) ue
1. For small gas storage water heaters (rated inputs of less than or equal to 75,000Btwbr), electric resistance, and beatPump water heaters, list Energy
factor, For large 90S storage water heaters, (rated input of greater than 75,000 Btuft), list Rated Input, Recovery Efficiarwy and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies,
SPECIAL FEATURES (add extra sheets if nece. Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001ROidential Manual).
Package C: thermal mass (thermal mass type, covering, thickness, and description).
9�b I A-1724-, t-tg4Ajif
Compliance Forms August 2001 A-3
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-IR
Note: Lowrisc residential buildings subject to the Standards must contain these measures 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 incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance speci ficalions 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 aplicable.
DESCRIPTION
DE�SJGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§150(m): Ducts undFans
I All ducts and plenums installed, scaled and insulated to meet the requirement of the 1998 CMC Sections
601, 603, 604, and Standard 6-3; ducts insulated to a nammun) installed level of R-4,2 or enclosed entirely
in conditiortcolspacc. Openings shall be scaled with mastic, tape, aerosol sealant, or other duct -closure
system that meets the applicable requirements of lit. 181, UL 181Aor IJL 181B, 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 scams of duct systems and
their components shall not be scaled with cloth back rubber adhesive duct tapes unless such tape is used
in combination with mastic and drawbands.
2. Exhaust fin systems have back draft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manuals X o!2cralcd dam 2ers-
§(14: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78% thermal efficiency, (Ill -Off switch, weatherproof operating instructions. no
electric resistance heating and no pilot light,
2. System is installed with:
a. At least 36" of pipe between filter and licalei for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
I 15: Gas fired central furnace.,;, pool heaters, spa heaters or household cooking appliances have no
continuously burning RSlot light. (ExccEficav Non-Occtrical cooking a22fianccs with pilot < ISO Blujhr)
Lighting Measures:
§150('k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of40 lumens/watt
or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a
readily accessible lighting control panel at an entrance to the kitchen.
§ 150(k)2,: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of40 lumens1watt or greater switched at the entrance to the room or one of the alternatives to this
A�l
re uirement allowed in §150jk)2.; and recessed ceiling fixtures are IC insulation cover) a
CERTIFICATE -OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
P_
Date
COMPLIANCE_STATEMENT
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 Regu lations, 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/Finii: M,it4E��r_
Title/Finn:
Address: Address:
Telephone: -:In 141 lephone:
Lie, #:
(date) i a
(date)
Enforcement Agency
Name:
Title:
Agency; k)*,
Telephone:
top
(date)
*2-1p)
Compliance Forms August 2001 A-4
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