HomeMy WebLinkAbout10145922.pdfGENERAL NOTES
TYPICAL NOTES:
1, ALL DETAILS, SECTIONS AND NOTES ON THESE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE
NOTED. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER THESE
GENERAL NOTES AND TYPICAL DETAILS.
2. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WINDOWS, NON -BEARING INTERIOR
AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, DEPRESSIONS
RAILINGS, WATERPROOFING, FINISHES, ETC.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND
SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDING
THOSE FURNISHED BY SUBCONTRACTORS.
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF
1997 UBC, 1997 UMC, 1997 UPC AND 1996 NEC., AND 2001 CBC, CIVIC, CPC AND CEC.
5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS OTHERWISE
NOTED.
6. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF
THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE BUILDING DESIGNER AND/OR THE STRUCTURAL ENGINEER BEFORE
PROCEEDING WITH ANY OF THE WORK INVOLVED.
7. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN,
8, ALL WORK PERFORMED CONTRARY TO PLANS AND WITHOUT WRITTEN CONSENT OF
THE OWNER OR BUILDING DESIGNER SHALL BE REMOVED AND REBUILT ACCORDINGLY.
9. DO NOT SCALE DRAWINGS - DIMENSIONS SHALL TAKE PRECEDENCE. CONTRACTOR
SHALL FIELD VERIFY SIMPLE DIMENSIONS PRIOR TO START OF WORK.
WOOD:
1, OD:
I. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH UNLESS NOTED
OTHERWISE AND CONFORM TO GRADING RULES OF THE WESTERN WOOD
PRODUCTS ASSOCIATION.
A) 2 X RAFTERS AND JOISTS .................. GRADE #2 AND BETTER
B 4 X BEAMS AND HEADERS .................. GRADE #2 AND BETTER
C 4 X POSTS .................................................... STANDARD
D 6 X BEAMS, LEDGERS & POSTS...... GRADE #1
E STUDS:
BEARING TO 8 FT ...............................GRADE STUD OR STANDARD - 2 X 4
FROM 8 FT TO 14 FT .........................GRADE #2 - 2 X 4
FROM 14 FT TO 20 FT .......................GRADE #2 - 2 X 6
NON -BEARING TO 10 FT .....................GRADE STUD OR STANDARD - 2 X 4
FROM 10 FT TO 20 FT .......................GRADE #2 - 2 X 6
F) MUDSILL PLATES - PRESSURE TREATED DOUGLAS FIR OR REDWOOD
G) BLOCKING, TOP & BOTTOM PLATES
H) INTERIOR NON -BEARING WALL HEADER SCHEDULE:
TO4'-0"..............4X4 OR 22X4 2
TO6'-0'.............4X6 OR 2 2 X 6 2
TO8'-0".............4X8 OR 22X8 2
TO 10'- 0'.............4 X 10 (OR (2)2 X 10 #2)
TO12'-0............ .4X 12
TO 16' - 0. .............4 X 14 SELECT STRUCTURAL
2, PLYWOOD TO BE STAMPED BY THE AMERICAN PLYWOOD ASSOCIATIONS AND
SHALL CONFORM TO U.S, PRODUCT STANDARD PS 1-74 WITH EXTERIOR GLUE.
A) ROOF SHEATHING SHALL BE 1 /2" THICK CDX PLYWOOD WITH EXTERIOR GLUE,
PANEL INDEX; 32/16. NAIL EDGES AND PERIMETER WITH 8D 0 6" O.C. AND
6" Q.C. IN FIELD. ALL EDGES UNBLOCKED UNLESS OTHERWISE SPECIFIED.
B) FLOOR SHEATHING SHALL BE 5/8" THICK T & G STUDD-I-FLOOR PLYWOOD
NAIL EDGES AND PERIMETER WITH 10d Q 6" O.C. AND 10d Q 10" O.C. IN FIELD.
ALL EDGES UNBLOCKED UNLESS OTHERWISE SPECIFIED.
C) PLYWOOD AT EXPOSED EAVES SHALL BE EXTERIOR GRADE PLYWOOD.
3. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND
APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING.
4. ALL NAILS SHALL BE COMMON AND NAILING SHALL CONFORM TO THE
APPLICABLE BUILDING CODE.
5. ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT 8' - 0" O.C. MAXIMUM.
6. WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, USE FOUNDATION
REDWOOD, PRESSURE TREATED DOUGLAS FIR OR SHEET METAL CONNNECTORS.
7. BALLOON FRAME ALL STUD WALLS AT SLOPING CEILING PER UBC.
8, ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS
SHALL BE PROVIDED WITH WASHERS.
9. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT ENDS OF MISCELLANEOUS
BEAMS WHERE POSTS ARE NOT SHOWN. CARRY STUDS DOWN TO FOUNDATIONS OR
SLAB.
10. HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUITS SHALL COMPLY WITH
THE BUILDING CODE AND SHALL BE VERIFIED BY THE STRUCTURAL ENGINEER.
11. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS.
12. MINIMUM SPLICE NAILING OF DOUBLE PLATES SHALL BE AS FOLLOWS UNLESS
OTHERWISE SPECIFIED 8-16d EACH SIDE OF SPLICE WITH NO ADJACENT SPLICE
WITHIN 4' - 0". SEE DETAIL
13. BOLT BUILT-UP MEMBERS OF 3 OR MORE WITH 1 /2" DIAMETER M.B.@ 24" O.C.
STAGGERED WITH TWO 1 /2" DIAMETER M.B. FROM EACH END AND 12" EACH SIDE
OF A CONCENTRATED LOADS FROM ABOVE TO BUILT-UP MEMBER,
CONCRETE:
NAILING SCHEDULE (1997 U.B.C. - TABLE NO.23-H-B-1)
CONNECTIONS NAILING
I. JOIST TO SILL OR GIRDER, TOENAIL
3-8d
2. BRIDGING TO JOIST, TOENAIL EACH END
2-8d
3. 1 " x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
2-8d
4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL
3-8d
5• 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAID
2-16d
6 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
SOLE PLATE TO JOIST OR BLOCKING. AT BRACED WALL PANELS
16d AT 16 O.C.
16d AT 16" O.C.
-7• TOP PLATE TO STUD, END NAIL
2-16d
8, STUD TO SOLE PLATE 4-8d TOENAIL OR
2-16d, END NAIL
9. DOUBLE STUDS, FACE NAIL
16d AT 24" O.C.
10. DOUBLE TOP PLATES, FACE NAIL
16d AT 16" O.C.
1 1. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
2-16d
12. CONTINUOUS HEADER, TWO PIECED 16d AT 16" O.C.
ALONG EACH EDGE
13. CEILING JOISTS TO PLATE, TOENAL
3-8d
14. CONTINUOUS HEADER TO STUD, TOENAIL
4-8d
15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
3-16d
16. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
3-16d
17. RAFTER TO PLATE TOENAIL
3-8d
18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL
2-8d
19. 1 " X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL
2-8d
20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL
3-8d
21. BUILT-UP CORNER STUDS
16d AT 24" O.G.
22. BUILT-UP GIRDER AND BEAMS 20d AT 32" O.C.
AT TOP AND BOTTOM AND
STAGGERED 2-20d AT ENDS
AND AT EACH SPLICE
23. 2" PLANKS 2-16d
AT EACH BEARING
24. PLYWOOD AND PARTICLEBORRD: (5)
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING):
1 /2" AND LESS
6d (2)
19/32" - 3/4"
8d (3) OR 6d (4)
7/8 - 1"
8d (2)
1 1 /8 - 1 1 /4" 10d
(3) OR 8d (4)
COMBINATION SUBFLOOR UNDERLAYMENT ( TO FRAMING):
3/4" OR LESS
6d (4)
7/8" - 1"
8d (4)
1 1 /8" - 1 1 /4" 10d (3) OR 8d (4)
25. PANEL SIDING (TO FRAMING):
1 /2" OR LESS
6d (6)
5/8"
8d (6)
26, FIBERBOARD SHEATHING: (7)
1 /2" N0.1 1 GA.(8), OR 6d (3), OR N0.16GA.(9)
25/32" N0.11 GA.(8), OR 8d (3), OR N0.16GA.(9)
1 COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED
2 COMMON OR DEFORMED SHANK
3 COMMON
4 DEFORMED SHANK
5 NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT
INTERMEDIATE SUPPORTS (10 INCHES AT INTERMEDIATE SUPPORTS FOR FLOORS)
EXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE.
FOR NAILING OF PLYWOOD AND PARTICLEBOARD DIAPHRAGMS AND SHEAR
1.
CONCRETE MIX: MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONC., MAX.
WALLS, REFER TO UBC SECTION 2513 (C). NAILS FOR WALL SHEATHING MAY BE
OF 7.5 GAL. OF WATER PER 94# SACK OF CEMENT, MAX SLUMP OF 4".
COMMON, BOX OR CASING.
2.
ALL CONCRETE TO OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2500 P.S.I
6 CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE
MINIMUM.
REQUIREMENTS OF SECTION 2516 (j) 1,
3.
CONCRETE COVERING OVER REINFORCING SHALL BE AS FOLLOWS:
7 FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES
A) POURED AGAINST EARTH 3 INCHES
ON CENTER AT INTERMEDIATE SUPPORTS.
B EXPOSED TO EARTH BUT POURED AGAINST FORMS 2 INCHES
8 CORROSION RESISTANT ROOFING NAILS WITH 7/16-INCH DIAMETER HEAD AND
C SLABS ON GRADE AT CENTER
1 1 2 INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4 INCH LENGTH FOR
D MAIN BARS IN SM'S AND COL'S 2 INCHES
25/32 NCH SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2516(J)1.
4.
ALL REINF SHOWN CONTINUOUS SHALL BE LAPPED MIN 30 DIA AT SPLICES,
9 CORROSION RESISTANT STAPLES WITH NOMINAL 7/16 INCH CROWN AND 1 1 /8 INCH
MIN LAP - 24"
FOR 1 /2 INCH SHEATHING AND 1 1 /2 INCH LENGTH FOR 25/32 NCH SHEATHING
5.
ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL
CONFORMING TO THE REQUIREMENTS OF SECTION 2516 (j) 1
BE SECURED IN POSITION PRIOR TO POURING CONCRETE.
6.
ALL RETAINING WALLS WITH SLAB TIES AT TOP SHALL REMAIN SHORED UNTIL
UPPER SLAB IS POURED AND REACHES DESIGN STRENGTH (MINIMUM OF 28 DAYS
OR APPROVED TESTING.)
7.
CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE DESIGNED IN EXCESS
FOUNDATION:
OF 3000 P.S.I.
8.
UNLESS OTHERWISE SPECIFIED ALL SILL PLATES IN CONTACT WITH CONCRETE
1. REFER TO SOIL INVESTIGATION BY: N/A
OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY AS FOLLOWS:
DATED: N/A JOB# N/A
A) AT EXTERIOR WALLS USE 5/8 DIAMETER BOLTS 6' - 0" O.C.
2. CARRY ALL FOOTINGS A MINIMUM OF 24" INTO NATURAL GRADE OR APPROVED
B) AT INTERIOR WALLS US 5/8 DIAMETER BOLTS 6' - 0" O.C.
COMPACT FILL -UNLESS OTHERWISE NOTED ON PLANS.
NOTE:
3. DESIGN SOIL BEARING PRESURE: 1,000 PSF. (UNLESS OTHERWISE NOTED)
a) ALL BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO THE FIRST POUR OF
4. ALL FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO
CONCRETE FOR A TOTAL OF 7" EMBEDMENT AFTER SECOND POUR. :.;
POURING CONCREqETE.
b) PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE OF SILL PLATE WITH`
5' FiA5 HB�NA�AINEDD(MINAMUM P INI G S}LLS UNTIL 75% OF DESIGN
ONE BOLT LOCATED WITHIN 12 OF EACH END AND SPLICES,
STR£BNGTHFI
C} POERD EN CLTS MAESUBSTITUTED WITH EDAL
AR WALL:WR
IPINS AT 32O.C..(RAMSET #3320 OR EQUAL INSTALLED -PER RSH
5.
ICBO REPORT 1639) ' 4u
DIMENSIONS TO HOLDOWNS AND P.A.'S ARE APPROXIMATE ONLY. IT IS THE
1. FIELD NAIL INTERIOR OF PLYWOOD SHEAR WALLS WITH 8d (1 Od) AT 6" O.C.
RESPONSIBILITY OF THE CONTRACTORS SUPERINTENDENT, THE FRAMING y .2.
ALL PLYWOOD SHALL BE APPLIED DIRECTLY TO THE STUD WITH STUD SPACING
CONTRACTOR AND THE CONCRETE CONTRACTOR TO VERIFY LOCATIONS OF THE,
NO GREATER THAN 16 O.C.
ALL GYPSUM WALL BOARD SHEAR WALL SHALL HAVE NAILING PROVIDED AT TOP
ANCHOR BOLTS AND HOLDOWNS IN THE EXACT POSITON.
AND BOTTOM PLATES, ALL STUDS, AND BLOCKING
6.
v
LIGHTWEIGHT AGGREGRATES (CONFORM TO ASTM C330) SHALL BE APPROVEDu
4 ALL GYPSUM WALL BOARD NAILS SHALL BE PARKERHEAD NAILS (ICBO 1582) OR
AND THEIR MAXIMUM SIZE SHALL BE 1 /2 INCH.
OTHER APPROVED EQUAL DRYWALL NAIL.
7.
HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE
5 BLOCK ALL EDGES OF PLYWOOD SHEAR WALLS.
SHALL BE 1 1 /2 INCHES FOR FOOTINGS, CAISSONS AND GRADE BEAMS AND ONE
; PROVIDE 3X MEMBERS (OR DOUBLE 2X TOP PLATE) AT ALL PLYWOOD EDGES FOR
W,
NCH FOR ALL OTHER WORK. HEAR WALL #8 AND SHEAR WALL #9 CONDITION - UNLESS OTHERWISE NOTED.
REINFORCING STEEL:
7, EAR WALL SHALL RUN TO UNDERSIDE OF ROOF/FLOOR SHEATHING WITH
A PROVED BLOCKING AS REQUIRED.
8.�r IAEAR WALL PLATES AND STUDS SHALL NOT HAVE HOLES LARGER THAN 1" DIA.
1 •
REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING
tNITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. SHEAR WALL PLATES
TO A
ASTM A615
A) ST BARS AND SMALLER GRADE 40
AND STUDS SHALL NOT HAVE ANY NOTCHES WITHOUT THE APPROVAL OF THE
STRUCTURAL ENGINEER OR AS INDICATED BY DETAILS.
B) #5 BARS AND LARGER GRADE 60
2.
ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE,
GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND.
3.
ALL BENDS TO BE MADE COLD
4,
ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-185
62.00' PROPERT`r LINE
t
t
� 4
� t N
t 1-O" I f'-0" 217l-011 ((I-oll
10
G
I
e
WATER
METER.
62.00' PROPERTY LINE
IWivF_N EXIST. is 1 `�
f 1PRIVE WAY TO 16'1
}
in E 1TAVTIA ST
SITS PLAN SCALE: 1/8 =1t_0te
. z ..
- CONTRACTOR TO REPLACE OR REPAIR ALL DAMAGED AND
TERMITE INFECTED NOOI7S AS REVEALED DURING DEMO,
- CONTRACTORS TO REMOVE AND D15P05E ALL UNUSED
- _
ELECTRICAL AND TV GABLES ATTACHED TO EXTERIOR
NALL5 IN BACK AND 5117E YA�.D5.
'� ��`}'���=�� ����� �� ��q��
- CONTRACTOR TO VERIFY PROPER OONNEOTING POINT
,:.1AD
TO EX15T1 NG 5E1NER LINE AND PROPERLY ROUTE NEN
f I ( I
NASTE PIPES
- CONTRACTOR 15 RESPONSIBLE TO PROVIDE PORTABLE
r y Rmff�
TOILET AND OTHER NECESSITIES FOR HIS EMPLOYEE5 AND
I�
51,15GONTRACTOR5.
ROOM
0, 1 "It I I I W_""A
i
r'
r
TRACT
LOT 5IZE:........................`7,255.00
50. FT.
,LOT COVERAGE (BUILl;Q:
EX I5TING..........................1,b2S.00 50. FT.
ADDITION (LIVING AREA) .... 4ga.50 50. FT.
TOTAL..............................2,127.50 50. FT.
ENCL05ED PATIO...............221.00
50. FT.
COVERED PATIO..............270.00
50. FT.
SQUARE FOOTAGE:
LIVING AREA:
EXIST . .......................... 1,255.00
50. FT,
ADDITION ......................411.50
50. FT.
TOTAL.............................1,757.50
50. FT.
GARAGE (EXIST)...............570.00
50. FT.
ENCLO5E1:) PATIO...............221.00
50. FT.
COVERED PATIO...............270.00
50. FT.
BUILDING INFORMATION:
OCOUPANCY:.......................................... R-5
CONSTRUCTION TYPE: ........................V-N
NUMBER OF STORIES: .......................... ONE
CODE COMPLIENCE:
2001 CALIFORNIA BUILDING CODE
2001 CALIFORNIA MECHANICAL GONE
2001 CALIFORNIA PLUMBING CODE
2001 CALIFORNIA ELECTRICAL CODE
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SHEET INDEX:
1 PLAN
SCALE
.. r
A-5 FOUNDATION, FRA'M'I' I N&
4 5ECT I ON
A-4 EL. VATION5
T - a 4"U.Agl T I TL F-IR $ mF_lR
UTILITY LE&EN 7
ym.
i7EWRIi ITiON
5MOKE DETECTOR
DIG - CL6 MTD.
(BATTERY OPERATED)
SURFACED MOUNTED LIGHT
$
RECESSED 1-I61-IT5
FLUORESCENT LIGHT W/ MIN. 40
LUMEN5 PER WATT
ELECTRICAL DUPLEX
&ROUND INTERUPTED CIRCUIT
v'
TELEPHONE OUTLET
$
ELECTRICAL 5WITCH
}
SURFACED MOUNTED LIGHT
Fj---
H05E BIBS
FAN FLUORESCENT COMBO.
36 "X36" GONG.
LANDING I" LOWER
THAN FIN. FLR. —�
(TYP.)
Al NOTES:
0 WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL
TO '70 IN. ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIAL
OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT.
GS,LASS ENCLOSURE DOORS AND PANELS MUST BE LABLED "CATAGORY I I ".
® HARD -WIRED SMOKE DETECTOR W/ A BATTERY BACK UP.
®ZNRISTOLITE" SKYLIGHT, MODEL 2246-AS-5F, IC50 #24ba OR EQUAL.
STALL PER MANUP'R INSTRUCTIONS.
® 2X6 STUD WALL
® EXIST. EXTERIOR WALL TO BE REMOVED.
Ile 2.71-011
100-1
H•a.
5LIDING (N)
4050 WOW
FLOORP•
ADDITIONEXISTING &
SCALE.
SCALE:AS NOTED
i
6
(A-2jj
EXIST. ROOF RAFTER
SELF FLASHING* SKYLITE
ROOFING
EXIST. GLG JOIST
WHEREVER OGGURS
NALL (T`fP)
MIN& YVR-15
ULATION
iJ VVi`41N� 3.N
SKYLIGHT FRAMING DETAIL (TYP.)
J7OIIST HANGER
DOUBLE RAFTERS
BOTH SIMS
2X SLOGKI"
EXIST. ROOF RAFTERS
AS OCCURS
FIBER GLASS SCREEN
2x6 WALL GAP
V8" EXTERIOR STUCCO OVER
15# FELT- PROVIDE (2) LAYERS
TYPE 'D' FELT AT PLYWOOD
5HEAR WALLS (COLOR AND
TEXTURE MATCH EXIST)
APPROVED STUCCO WEEP
SCREED - TYPICAL
"Al
ANOTE:
FOR DOOR # WINDOW FRAMING SEE DETAIL I"7 SHEET SDI.
SHEAR WALL SCHEDULE
A5/6" PLYWOOD STRUCTURAL 1 (52/16), SOLID BLOCKED
WITH 10d NAILS * 6" ®.G. EDGES AND FIELD. PROVIDE
5/a(P ANCHOR BOLTS a 4&'ox- MINIMUM.
5.W. (2*70#/' )
SHEAR. WALL NOTES:
1. ALL NAILS IN PLYWOOD SHEAR WALL5 TO BE
GALVANIZED BOX NAILS ONLY.
2. ALL SHEAR WALLS TO RECEIVE (2) LAYERS
OF GRADE "D" FELT PAPER PRIOR TO STUCCO.
1 1
UT,
-' •
SDI
1XI I ./
•
I �y
d.a
!i __iii ► i ii � i_I III
SE.C.IPION "AA" SCALE:
O
l
m
PROVIDE RADIANT BARRIER
ATTIC OVER LIVING AREA
n
0
i Moil r► •
2X4 KiGKER @ 48" O.G.
W/ 5 16d NAILS
IX6 RAFTER TIE a 48" O.G.
2X6 ROOF RAFTER a 16" O.G.
Al ROOF SHEATHIN& SHALL BE 1/2" THICK GDX PLYWOOD
E/ EXTER. GLUE PANEL INDEX, 52/16. NAIL EDGES AND
j PREMETER W/ 8d @ 6" O.G. 4 6" O.G. IN FIELD.
f 2X CEILING JOISTS
W/ R-50 INSULATION!
P
4" CONCRETE HOUSE SLAB
SEE FOUNDATION PLAN
b a
b q ado
` .4 a dv
l
f III —
a
W11�_
�1
I 1--:111EHHEM � i M ... M—
�Iil Ikl
"Imp
• t
2 X FASCIA MATCH EXISTING
FIELD VERIFY
1/2" DRYWALL AT ALL
NEW WALLS AND CEILING5
--- (TYPICAL)
2 X 4 STUDS 0 FIRE BLOGKINGI
(TYPICAL)
2 X 4 STUDS ® W' O.G. W/
R-15 BATT INSULATION
'116" EXTERIOR STUCCO OVER
150 FELT- PROVIDE (2) LAYERS
TYPE 'D' FELT AT PLYN4000
SHEAR WALL5 (COLOR AND
TEXTURE MATCH EXIST)
APPROVED STUCCO WEEP
SCREED - TYPICAL
Rjulom
REVISIONS
i
SCALE:
A5 NOTEI
FOUNDATION
r►
FRAMING
PLANS
EXIS�� ADDITION
NORTH ELEVATION
SCALE: 1/4» - y'-0"
" X 18" ATTIC VENT Wl'""'
:)I.iVERS $ 1/4 6.1. MESH
(PIGAL
115# FELT ROOF C VERIN(5
HALL HAVE AT LEAST A
LASS "G" RATING
(N) 2 X FASCIA 50ARD-T)''P
(MATCH EXIST)
PL. TOP
REMOVABLE F15ERGLA55 SCREEN
MAX. THICKNE55 0.125 " (5.2 mm).
"II& EXTERIOR STUCCO
OVER 15# FELT
dJ +�
H
EX15TlN6 NATURAL GRADE �
TYPICAL
FIN. FLR.
N I /
APPROVED STUCCO WEEP
SCREED - TYPICAL N
WEST ELEVATIONcq
.�-
SCALE: 1 4«=1'_Q"
z U 0
C')
f1\ ATTIC VENT. REOV: 'Ir-(O S.F. ATTIC X If150= (oh S.F. to"**\
�-` VENT. PROVIDED: & X 1.5 =Q S.F. 'Tr
10"X 24" ATTIC VENT WI ,4L?J� I T I ON EEC 15TI NG `"'' ,d. E
LOUVERS 4 1/4" 6.1. MESH
TYPICAL
(N)
SOUTH ELEVATION
SCALE: 1/4fr=1r_O"
(N)
(E)
INS
11 (E) II 11 (E)
(E)
(E)
i
SCALE:
r' 5 NOTE r
_�I
I&d NAILS o 5" O.G. 1. 5" Nominal Conc.Slab w/
HEADER PER FRAMING PLAN #3 Bars 0 18"o.c. E.W. 0 middle REVISIONS)
SEE DETAIL 1 FOR (OR M.B. 5HOAN 51ELON dowel to ftg w/#4 024" o.c,
REPETITIVE INFORMATION 1- 2 6
NAIL 45 M I N. 4a" MIN. BOLT 2. 6 Mil. Visqueen
16cl END 7. Interior Wall Shall Have SPLICE I SPLICE 1. 1x Starter Bd. @ Exp. Eaves 10/2-2/04
rA,)f 0 /F3\ 4 2. Roof Sheathing 1 Membrane, Extended 1 1/2"
6 4- - RAMSET/REDHEAD 1516SD -7 T�q (D- into Foundation Wall w/
(T%rp-)
@ 24" o.c. U.N.O. (I.C.B.O. 3. Roof Rafter
6 6 2" of Sand Over & Below,U.N.O
#1639) or Equal. 4. Simp.A35 0 48" O.0 2 Q>-\ :2
7 5. Top Plate L 3, (2) T/B Min.,Typical
6. Edge Nailing @ All#5 Cont. Footings, U.N.O
KING STUD1 7. 2x Blk'g. 4. Natural Grade or Approved
XXn Compacted Fill.
� X __
3 5. D.F.P.T. Plate w/ 5/8" Dia.
2X4 STUDS @ I(oll O.G.X X X X � Z X 10" A.B's @ 72" O/C Min.
9H
(5) ad N A 1 5 U.N.O. w/ 2" x 2" x 3/16" Washer
010 to ; [ / >, 12" From all Corners & Splices
12 6A. X PLATIP KDTH
PER STUD
I Nlyl� �\\Iyz SPLICE 5TPAP BETNEEN W 0 w/ 7" Min. Embedment (U.N.O.)
1// 1// PLATES AT JOINT VSR(AN& SPACING
IN (See Foundation Plans)
MIN. IX& LET -IN BRACE 1_X H1 A35 E.N
V) I I
a/4"I:P MACHINE 5OLT5 WITH &
FROM SILL TO TOP PLATE -1 48 0/0 48" a/c C14 -'Co 6. Cold Joint at 2 Pour
6
WASHERS PER PLAN (OR NAILS) 4
AT ALL UNSHEATHED WALLS -2 N.A. 32" a/c 6 7. 2" x 2" x 3/16" Washers 0
T_ I LIE :25" -0" O.C. - MAXIMUM DOUBLE :2X4 TOP PLATE W//
4I(od @ 60- Seismic Zones 3 & 4 Only.
U.Q.N. -3 24 a/c 24" a/c 6 12"-1 Sty Alternate Footing
12"-lSty 50HF12ULr- -4 N.A. 16" o/c 4 15"-2 Sty
\_JbIT Condition w/ Heel U.N.O.
0
EACH Z112E OF �10 VALUE
TYPE NO. NAIL5j 50LTS
3 A (a) I(od NAILS (2) :2 X 1050 Optional: ��-i Sty Note: See Soil Re art For
T'Nr F. 0 0 R (12) I(od NAILS (2) 2 X 1620 12"-2 Sty* Additional Requirement.
HEAVEP, 13 TYPICAL INTERIOR F00'011NG 9 TYP. PLATE SPLICE EAVV E RAFTER SHEAR CONNECTION ICAL EXTERIOR FOOTING
4 1 -EDGE NAILING
1__ If I I IZ I I od END4' X V SHEETS Of= PL"TNP. 2-ROOF RAFTER
(7yp) it 3-2x4 FLAT OUTLOOKERS 0
STAGGER JOINTS 4'-0 32"O.C, THRU RAFTER & NAIL
MMER PER PLANS II "Ii -11 W/ 2-16d @ EACH END.
LAr-
FULL HEIGHTPER
O.C.A� 5EI= FRAMING PLANS 4-A35F 0 48" OVAB
OLOTING
5-STUDWALL OR BEAM PER PLAN OPEN FOR JO15T 5FACIN6
FLOATEP, 6-BLOCKING @ 48" O.C. 8- 24"
7-16d 0 8" O.C.
>< -8N. 2X FULL C>EPTH 5LK6.11
3 8- ROOF SHEATHING
KING eTur.,> r=1.-)&E- NAIL CENTER A/ SIMPSON A55 FLAT @ if-
N 16" O.C. (ALT. A55 ABO\IE PLY JOINTS ON JOISTS
ell" 2X 5LKC7. VV (5) Irod PLATE ®SAME SPACIN&) OR RAFTERS. 5/5 " MI.
@16" TOE NAIL TO FCVTPE IBIS FOR
PLATEa 45" O.C. WALL SHEATHING NAILING - T"(PIr_,AL
le 16d @16" O.C. SOLE (N)SLAB
9/16" dia. HOLE
PLATE NAILING ---
I=V&r- OF FL"r OENTE w/EPDXY FILL 4 DOWELS
E.N. ON JOISTS - TYP'. S.N. 6 7 48" a/c
E.N. FLAT 5LK'6 PER
PLAN OR SCHEDULE
NOTE : SPRAY BONDING AGENT (INTRALOK OR SIMILAR
AT THE JOINT BETWEEN OLD AND NEW CONCRETE
2X FULL DEPTH 151-KIS5. V41 4 A A35 SPACING PRIOR TO POURING NEW CONCRETE.
PLY. NAIL PANEL .1 32" WHEN APPLICABLE VERIFY W/ POST TENSION ENGINEER FOR LOCATION
SIMPSON A55 FLAT @ 1611 TYPE THK. 51 zr_ 5OUNVY EDGES FIELP INDEX OF STRANDS WHEN PLACING DOWELS INTO EXISTING
O.C. (ALT. A55 A5OVr= .2 24 P.T. FTG. DO NOT CUT STRANDS.
TYF. VYN1--)0A -PLATE o SAME SPACING) .3 16
R001= 1/20 Iod (Oil O.C. (Oil O.G. 12" O.C. 52/16 1.4 1 8-
1. 17 coR ViIND01IN FRAM 1N& DETAIL. 14 SHEAF, TRANSFER @ R00f= / CL67. 10 PLYWOOD NAILING SCHEDULE RAFTER SHEAR CONNECTION 2 NEW CONIC. SLAB TO EXIST. FTG
1. Simp.ST 6224, LINO 1. Simpson ST22 0 48" o.c.
Alt. MST1 48 at ON. TJI/PSLAVL 40% MAX. 5/8" MIN. EDGE 25. MAY. 2. 2x Rafters (See Plan)
D STUD 3. Flush Ridge Bm Or Board
WIDTH MOTH NEW EXISTING Cq
3. Drop Beam, or ON Jst. NOTCH TYP. ALL STUDS _N,�,� �00 Cq
2. See Plan for Brg. Condition. STUD DISTANCE
WIDTH
4. Flush Beam, or ON Jst, NOTCH #4 DOWELS co
( # OF BAR TO MATCH qt
15. Plywd. Shtg w/E.N NEW FTG'S REINFORCING.
(To Each Joist When ON F/J) -4 N
60% MAX. --/ 40% MAX. EQ. EQ.
STUP STUD (:N
WID H WIDTH U
BORE i1j\-i J_jj BORE go C)
a. 7 - - - - - - - - - - - -
4, 11
NON-EIRG. STUDS EXIST. & BRG. 4' to"ON
NOTES: 2
1- NOTCH & BORING NOT TO OCCUR
IN SAME STUD SECTION.
I JU I Ed
@ Dbl. TJI/ 1_1 I I-
L X Strop 2- NO MORE THAN 2 SUCCESSIVE DOUBLE ji Obi_
STUD MAY HAVE 60% MAX. BORED HOLES.
ST6236 MST160 24" MIN. 80
MAX. DIA. 9/16" dia. HOLE
%
2 MST48 MST172 60% OF NOTCH�BORE
3 MST60 STUD WIDTH OF TUD 2 X 4 2 X 6 NOTE w/EPDXY FILL
_LN 25% 7/8" 1 3/8" SPRAY BONDING AGENT TRALOK OR SIMILAR)
am AT THE JOINT BETWEEN M AND NEW CONCRETE
USE MSTA36 w/110d NAILS 40% 1 38" 2 1/8" 0
@ 4.5' O.C, AT PARALLAM PRIOR TO POURING NEW CONCRETE. 10-
PSL BMS. DBL. EIRG. STUD 60% 2" 3 1/4" 4
�""' v; Cam•
15 DRAC5 1;IETAIL 11 TYP. NOTCHING & BORING OF STUDS 7 RA R TO FLUSH BEAM NEW CONC, FTG. TO EXIST, FTG,
1. 2X Rafter
1 - E.N. 2. Plywd Roof Shtg. SEE DETAIL 1 FOR r.,� � e�
- ea ing 1/5 OF SPAN 3. 1x Cont. w/16d Nails REPETITIVE INFORMATION
- ------ MAX. 1/211 0 STARTER at 8" O.0 C) LO
3-Simpson ST6224 HOLE 4. Edge Nailing Depressed 8. 1/2" Expansion Joint e-.-\
W, 4-Stud Wall I/all X 1 1/2" 5TL. 5. 2x Blkg w/Plywd E.N 2x4 (Optional) 10. 3/8" Dia.StI.x24" 410
5-Beam or TA MAX. STRAP KI 4 16d 4 6. 2x Cont. w/16d's 0 Dowels 0 24"o.c 0 T-4
6-Add Web Stiffener L=6'-O" HOLE
at 8" O.0 1 8 U.N.O. r_4 INS
0 TJI Condition
_\ 1 2 12"
6 Use MSTI 48 At i i iV \1 Refer to Arch.Plan
3 TJI Frm'g. & Parallom NOTCH CALE:
J015T
x x Slope per code
A5 NCTEI*.�
Eq. Eq. i 5
AIPTH OF BEARING ALT CONDITION 12"
- - ------------- No GUTTING IN TH15 AREA STRUCTURAL
NOTEIt 4 6 0 10 4 5 DETAILS
0 Dbl. TJI NOTCHES AND/OR HOLES LOCATED
X Strop OTHER THAN AS SHOV4N ABOVE MUST
.1 ST6236 MST160 BE APPROVED 15r DESIGNER PRIOR
TO OUT
ALTERNATE
.2 MST48 MST160
161 JOIST DRAG STRUT 1121 TYP. NOTCHING & BORING OF JOISTS 8 SHEAR TRANSFER PORCH
'Fenestration E.,!
#/Type/pos.
Orientatio
Fene-stratic
►
5 =M I st
!
!
�t
NW
CERTIFICATED OF COMPLIANCE: RESIDENTIAL
(Page i of 3) CF-1R
CERTIFICATED OF COMPLIANCE: RESIDENTIAL
(Page 2 of 3)
CF-1R
CERTIFICATE OF COMPLIANCE-. RESIDENTIAL (Page 3 of 3) CF-1R
[REVISIONS
CATHERINE TONG ADDITION,
5/10/04
CATHERINE TONG ADDITION
7/10/04
Project Title Date Project Title Date
110 EVONDA ST., SANTA ANA, CA g2705
COMPLIANCE STATEMENT
Project Address
Building Permit #
BOB BAHRAM I (14a) 501 -"1011
Documentation Author Telephone
p
'tD `�
Plan Check /Date
HVAC SYSTEMS
Note: Input y onic or combined hydrome date under Water Heating Systems, except Design heating Load
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
PACKAGE 8
Field Check j Date
Distribution
them. This certificate has been signed by the individual with overall design responsibility. The undersigned
Compliance Method (Package or Computer) Climate Zone
Enforcement Agency Use Only
Heating Equipment Minimum Type and
Duct
Heat Pump
recognize that compliance using duct sealing and TXVs (or Commission approved equivalent) requires installer
Type (furnace, heat Efficiency Location
Piping
g
Thermostat
Configuration
testing and certification and field verification by an approved HERS rater.
pump, etc.) (AFUE or HSPF) (ducts/attic, etc.)
R-Value
Type
(split or package)
GENERAL INFORMATION
NEW GA5 FURNANCE 78% DUCT5 R 4.2
5ETBACK
FACKAGE
D, —eS or Chimer (per Business and Professions Code) Documentation Author
--- --- — — ---
Total Conditioned Floor Area: 4g1.5 ff Average Ceiling Height: 81-011 fl
-
CATHERINE TONG BOB BAHRAMI
Conditioned Slab Floor Area- 4g1.5 ft
Cooling Equipment Minimum Duct
Heat Pump
Name: Name:
COMPLIED METHOD •
Type (air conditioner, Efficiency Location
Duct
Thermostat
Configuration
Title / rmn; Tide / psi, BUILDING DE51 GNER
BuildingX Single F X Addition
�'pe` $1
4c1c1.5 X .20 =��.�{ S.F.
heat pun , evap. cooling) (SEER) (attic, etc.)
-
R Value
Type (split or padage)
C1 1 O EVONDA 5T. 24*722 MANDEVI LLE
Address: Address:
(check one or more) - 6LA55 REMOVED: 82 5.E,
Multi -Family Existing -Plus -Addition
5ANTA ANA CA C12705 LACUNA HILL5, GA 412655
Front Orientation: EAST North / East / South / West / All Orientations
TOTAL GLA55 ALLOWED: I S I A 5.F.
Telephone: Telephone:
(input oneniaiion in degrees and circle one}
ACTUAL GLA55: 155 S.F.
SEALED DUCTS and Z� s (or Alternative measures)
Ise. #:
/K
Number of Stories ONE
❑ Sealed Ducts (all climate zones)
7/I ®/O4 / � 7/10%4
Number of Dwelling Units. ONE
l 1
sj store
(signature) (date) ( (date)
s' attn,V date
Floor Construction Type: SlabRaised Floor (circle one or both)
1
l
(Installer testing and certification and HERS rater field verification required)
�
TVXs or Commission approved equivalent, readily accessible (climate zones z and 8-i,5 only)
Agency
Enforcement en
RADL3NT BARRIER (required in climate zones 2, 4, &16} Required for this submittal yes �C no 1
(Installer testing and certification and HERS Rater field verification required)
I
OR
�cc0
Name: r.4. eti
BUILDING ENVELOPE INSULATION
#
Title: " No. 369ss
�
EV.s-3o-,�
l"! Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zane)
Agency. �
Component Frame Type Cavity Sheathing Total R- Assembly
Location/Comments
Type wd=wood Insulation Insulation Value ' U-Factor '
stl-steel R Value R Value
(attic, garage, typical, etc.) 1
Climate Zone Window SHGC Window U-Factor
SEER
Heating
Telephone: Q C1tt tf flP
C?
Wall ,WOOD R-15 - R-15 _
NEW EXTERIOR WALL5
a .55 .4O
MIN.
MIN.
(signature/stamp) (date)'
Wall
1
.,,,..........,.�,,.
Roof WOOD R-30 R-50 - ROOF CAVITY Januay5,2001
Roof
l
WATER HEATING SYSTEMS
Floor CONC. N A N A -
- j
Energy t
External
Floor
}
Rated
Tank
Factor or
, Tank
Water Heater Distribution Number Piping (kW
Capacity
Recovery Standby
Insulation
Slab Ede
I
Type Type in System or Btu/hr)
(gallons)
Efficiency Loss (%)
R-Value
l For rescri 've cocci Tian Total R-Value and Assemb U-Factor are not for a wood -framed wall that meets ' EX 15T I N6 F I FE5 — R-12
cavity R-Value insulation re uireutents for the Prescriptive Package-
FENESTRAT[ON 1 1. For small gas storage water heater (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat
Shading Devices 1
l pump water heaters, list Energy Factor. For large gas storage water healers (rated input of greater than 7m,aoo Btu/hr},
list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas waterheaters, list rated input and reoovery
efficiency.
SPECIAL FEATURES (Add extra sheets if necessary) Package C and D: TXVS or Commission approved
1 equivalent, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.1.3 of
the 1999 Residential Mannual). Package C: thermal mass (thermal mass type, covering, thickness, and description).
J
i N/A
Ole
s
TOTAL 155
Januarys, 2001
January g, 2001
1�� #/.! i �.. ,% iI!#. ♦7 R Vi1rl�IrY Vil.#hy of M, _ a
N(I+ +•' Lowrise residential buildings subf sect to the Standards must contain these measures regardless ofthe compliance approach used. Items
marked with an asterisk (*) maybe superseded by more ent compliance eq rements listed on the Certificate of Compliance. When
this checklist is incorporated into the permit docum ,. eatares noted shall be considered by all parties as mini um eomponent
performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this chedd st only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
*15o(a): A iommum R-ig coifing insulation.
R-30
t,5o(b): Loose Sit insulation maamfactmrWa labeled R Vahze.
*15o(e): Minimum R wall imsrdati� in framed wood walls or equivalentii-Factor in metal flame
�„13
wall (does mot appiyto ezteriormtasswalls).
*s5o(d): Minimum R i3 raised floor insulation in framed floors.
N/A
*ipft slab edge insulation - water absorption rate no greater than o.3%, watervapor
N/A
teRVIsmsiasion rate no greater than 2.0 permjimh.
*ns: Insulation sgscdfted or installed meets insulation quality standards. Indicate type and form.
*u6-i7: Fenestration Products, Exterior Doom and InflitratiDn/Mica Controls
i. Doors and windows between conditioned and umxmditianed spaces designed to lima air
leakage.
YES
2. Fenestration products (except SelMebricatrdjhaw lablewith cartifiedil~Factor,
certified Solar Heat Gain Coefficient (SHGC), and infitration tortficabon.
3. Exterior dome and windows weatherstripped; all joints and penetrations caulked and
Sealed.
*i5oW:Vapor barriers mandatory in Climate Zones 14 and 16 only.
N/A
*iAp: special inShrationbarrier installed to comply with h5t meets Commission quality
N j�
standards.
*Mo(e): Installation of Fireplaces, Decorative Gas Appliances and Gas inga.
L Masonry and fadnrybuilt fireplaces have:
a. Closeable metal or glass door
N/A
b. outside air intake with damper and control
e. Flue damper and control
2. No continuous burning gas pilots light allowed.
Space Conditioning, Water Heating and Plumbing System
Measures:
*no - ts3: HVAC equipment, waterheaters, showerheads Sad fauc ets atttitiedbythe
Commis kft
YES
%So(h): Heating and/or coaling loads calculated in accordance with AMRAAE, SMACNAorAC%A
N/A
*xWO: Setback therrtmstat on all applicable heating and/or cooling systems.
YE��,.
*150: Pipe and Tank Insulation
i. storage gas water heaters rated with an Energy Factor less than msli must be externally
wrapped with iosukh m having an installed thermal resistance ofR-12 orgrmter.
2. Fast 5fed ofptpes closest to water heater iank, non-rachvAting systems,
insulated (R-4 or greater).
EXISTING
a. Back-up tanks for solar system, unfired storage tanks, or other indrect hot water tanks
have R 12 external insulation or R s6 combined intornai/externalioaulatim
4. All buried or e.xposed piping insulated. in recirculating sections ofhot water systerm.
5. Cooling system piping below sr Finsulated.
6 Piping tneulatedbetween heating source and indirect hot water tank.
Januatg4, 2001
error
MANDATORY MEASURES CHECKLIST: RESIDENTMI (Page a of 2) MF-1R
NOTE: Lowrise residential buildings sub�jeect to the standards must contain these measures regardless of the compliance approach used. Items
marked with an asterisk(*) maybe superseded by more stringent compliance r ulrements listed on the Certificate of Compliance, When
this checkist is incorporated into the permit documents, the features noted shall'be considered by all parties as minimum oampouent
performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this cheddiit only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System
Measures: (continued)
*tso(m): Duds and Pam
i. All ducts and pletmma installed, soaledanainsulated to meet the regrdrment of the 1998
CMC Sections 6oi, 6o8, boo, and standard 6-3, ducts insulated to a minimum installed
gs
amastic, o
tape, aerosol sealanntt, o-cioossuureessys emmttha theaappliecalw
requirements of UL 181, UL I&A, or UL iSiB. Itmastic or tape is use& to seal opening
greater than 1/4 inch, the combination ofmastic and either mesh or tape shallbe used.
Building cavities shall not be used for oon conditioned air. JAW and seams of dad
dad
syatemsandtheiroom{lomeatashallnotbe with cloth back rubber adhesive
capes antes such tape st usedim combination with mastie and drawbands.
2. Exhaust fan systems have back draft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily
accessible, manaeily operated dempers.
*114: Pool and spa Resting systems and EquipmeuL
s, system is cer+Sedwkth 78 %thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light
2. syStamisinstalled wilh:
N/A
a. At least 36" pipe between Sher and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional Web and circulation pump time switch.
*,xis Gas -fired central fmroaoes, pool beam, spa beater's orhousehold cooling apphinces have
na continuouslybunmg pilot light ( Exception: loon-dectricai owking appliances with plot
EX 15TI N&
-soma/hr.)
Lighting Measures:
**o(k)i.: Luminaires for general lighting in latehens shall have lamps with an efScaayof 4o
lumensfwattorgreater for generallightinginldtchens. This general lighting shall be
YES
controlled by a switch on a readily accessible lighting control paned at an entrance
to the tdtehen.
*150(k)2.: Rooms with a shower to bathtub must have either at least one htmdnairewith lamps
with an efficacyof4olumens/wattor greaterswitchedat the entrance to the mom
orone ofthe alternatives to this requirementallowed in *15o(k)2.; and roomed coiling
YES
fthres are IC (insulation cover) approved.
JanuarY4, tom
CV C4
r : ,-, F Cr
VI I
r
mks
A D
CF-lR• t
TITLE 24 ENERGY COMPLIANCE FORMS
PAC
KAGE "D"