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SHEAR WALL SCHEDULE
� g*Cf"ILS TWAT 'CT10 TOP ANCHORAGE
Aft, W:aAVW AT WNW& SILL CONNL N
SHALL 13E C4WNJM TW
10. 1 112-M ? -
SYN SHEAR WALL SHEATHING (2) WOOD SIMPSON
RLL LE%IW CF 6TAJRI * CONCRETE &
2#14�x NTERLPW MY AT LAW (97"C) MASONRY Q5
Wa!pptA 1"54 uar...
A8 1 8C) 7/8* STUCCO OVER PAPER -BAKED LATH W/11 CA STAPLES 5/8" AB 72" O.C, IBd 0 6- O.C. 16' O.C.
64APED "ANXUL r(m TO BE 0 6'0.C. TOP BOTTOM & E.N. & F.N. (PER SECT. 252)
N �60 C.
R" SULL BE Fenft*V OR 290 3/8' C-D,C-C PLYWD BLKD w/B
SMXCW BY 0JqM K*VfkAL
d 0 8' O.C. Ey, 12' O.C. F. . 5/6' AD 0 48' O.C. 1 16" O.C.
T13tWIM ' AT WIM iaf, OR 340 16/32' C-D,C-C PLYWD ---
6AFM ZT_ BLKD w/10d 0 6"O.C� Ry, 12-O.C. F.N.
5/8" AD 0 32' O.C, I 6d 0 3' O.C. 12" O.C_
tom- THIS ZL2 490 15/32- C-D,C-C PLYWD BLKD v/8d 0 3- O.C. E.N.
2"O.C. F.N.: 5/8* AB 0 24' O.C. izi i e O.C.
om Wt COMFOW V
T �_O �C
CALFOWA ACCESeaLrty 1 550 15/32' STR I PLYWD BLKD W/8d �� 3' O.C.O.C, E.N. & ff Q.C.O�C. F.N.TN. 6/8' AB 0 16' O.C,
Lag 9 ir O.C.
::",g "0
F.N.O.C.5119' G.C. 8' O'C 'T
4665 15/32' STR I PLYWD BLKD W/10d 6 3' O.C. E.N. & le' O.C. 1 6-
940RAL OPAOTT - TYPE -7�7-
AND DESIGM TO BE ZL5 870 16/32" STR I PLYWD BLKD W/10d 0 2" O.C, B.N. & 12' O.C. F.N. 5/8" AD g 8" Q.C.
ULWW 15Y WtR
SAC
-Kv A- ALL EMIOR WALL TO BE SECURED WITH 5/8' DIAM. X 12" kb.'S G. TABLE FOR USE WITH STU')S AT 16' O.C, MAXIUTUFM MIK SPAC44 AT 72 O.C. WITH 7' OY EMBEDMENT, UNLESS OTHERWISE NOTED,
AND WIrH MINIMUM 2'xZ'x3 A ALL LAG BOLTS (LB) TO B2 8' LONG INSTALLED WITB PILOT HOLE
AT EACH BOLT, /16' THICK PLATE WASHER UNDER NUT AND WRENCH,
J. 5/8' DIAM. A.B. MAY BE RS'PLACED BY 5/8- DIAL. THREADED RODS
W44�� B. All INTERIOR WALLS WITH SHOT PINS: RANSET ff 3348, OR w/ 5-3/4" EMBED. WITH CIA -GEL 7000 EPDXY SYSTEM
EQUIVALENT, AT 36' O.C. AT BEARING WADS AND 48' O.C, AT I.C.8,0, ER. 4646. (OR EQ,j)vALENT) , AT THE SAME SPACING
2x FILATE NON -HEARING WALLS, UNLESS OTHERWISE NOTED. K. FRANING )JEMBMS OR BUCKING SHALL BE PROVIDED AT ALL EDGES
CODE MINIMUM (2) ANCHOR BOLTS PER PANEL FPM R.R. OR STAR N06M OF ALL PLYWOOD SHEETS IN SHUR WALL, ill
CODE MINIMUM 16d SOLE PLATE NAILS AT W O.C. TYPICAL AT ALL L, ALL PLYWOOD PANEL SHALL BE MANUFACTURED USING
SECOND FLOOR WALLS EXTERIOR GLUE
E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE I. USE 31 STUDS, AND 3x BOTTOM PLATE 'KITH STA
GGERED NAILING
WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS
PROGRESSIVE NAILING. 350 PEP.
A-
F- ALL, NAILS ARE COMMON NAILS, 2• WHERE SHEAR 14ATERIAL I; INSTALLED ON BOTH SIDES. THE
SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL
'I
CONNECTION SHAD BE HALF SHOWN. UNLESS OTHERWISE NOTED
UAvnlDATT- AT WWWAT.T.' ON PLANS.
T z
ROOF PLYWOOD DIAPHRAGM (SHEATHING):
USE 1/STRUCTURAL C-D OR C-C PLYWOOD, MIN, PANEL INDEX NUMBER (24/0),
WITH 8d NAILS AT 6" O.C, SUPPORTED EDGES AND BOUNDARIES; AT 12'* O.C. IN THE
FIELD (UNBIOCXED U.O.N.),
FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
FLOOR OR DECK PLYWOOD DIAPHRAGM
(SHEATHIN Q),
USE STRUCTURAL 11, C-D OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (40/20)
TONGUE & GROOVE. WITH 10d NAILS AT C O.C, SUPPORTED EDGES AND BOUNDARIES:
AT 10" O.C. IN THE FIELD (UNBLOCXED U.O.N.)
FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS,
NOTES:
USE DOUBLE FLOOR JOIS
TS BELOW ALL PARALLEL SHEARWALLS U.0 N j
AT vi r%Ar>
V"iE SOLID BLOCIONG AT PERPENDICULAR SHEARWALLS
&\
AND DOUBLE FLOOR JOISTS AT EAC]i END OF THE SHEARWALL
ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. 'p
ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW WITH
A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATION.
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NOTES:
---FOUNDATION BOLT SIZE (5/8" MIN. DIAMETER EMBENDED 7 INCHES INTO CONCRETE.
---HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION
---HOLD DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE
WASHERS AND HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL
FRAMING.
--- WALL COVERING SHALL BE CEMENT PLASTER TILE OR APPROVED EQUAL TO 70 INCHES
ABOVE DRAIN AT SHOWERS OR TUB W/SHOWERS: MATERIALS OTHER THAN STRUCTURAL
ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS
MUST BE LABELED CATEGORY II
-----IN EVERY BEDROOM AND BASEMENT PROVIDE ONE OPENABLE ESCAPE WINDOW
MEETING ALL THE FOLLOWING; AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT. A MIN,
CLEAR 24 IN. HEIGHT AND 20 IN. WIDTH, AND SILL HEIGHT NOT OVER 441N. ABOVE THE
FLOOR.
----- SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATEGORY II CLASSIFICATION CBC
CHAPTER 24 AND UBC STD. 24-2
------NOTCHING OF EXTERIOR AND INTERIOR BEARING /NONBEARING WALLS SHALL NOT
EXCEED 25% / 40% RESPECTIVELY IN NO CASE SHALL THE EDGE OF THE BORED HOLE
BE NEAR THAN 5/8" IN- TO THE EDGE OF THE STUD. (231011.9 AND 2320.11.10 )
------ROOF DIAPHRAM NAILING TO BE INSPECTED BEFORE COVERING . FACE GRAIN OF
PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
---- PORTLAND CEMENT PLASTER ( STUCCO) GYPSUM LATH AND GYPSUM WALLBOARD
SHEAR WALLS SHALL COMPLY W/ CBC SECTION 2513 AND TABLE 25-1
------ REGARDLESS OF THE OCCUPANT LOAD THERE SHALL BE A FLOOR OR LANDING ON
EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ONE -IN.
LOWER THAN THE THRESHOLD OF THE DOORWAY. LANDINGS SHALL. BE LEVEL EXCEPT
FOR THE EXTERIOR LANDINGS WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT
VERTICAL IN 12 UNITS HORIZONTAL 2% SLOPE.
V %4
U
FIF?E� rtOTE
FIRE BLOCKING/ DRAFT STOPS SHALL BE
PROVIDED IN THE FOLLOWING LOCATIONS
PER U.B.C. SEC, 708 .
I. IN CONCEALED SPACES OF STUD.WALLS AND
PARTITIONS, INCLUDING FURRED .SPACES AT
THE CEILING AND FLOOR LEVELS AND V 10
FOOT INTERVALS BOTH VERTICAL AND
HORIZONTAL SEE ALSO SECTION 803, ITEM, 1.
2.r AT ALL INTERCONNECTIONS BETWEEN
CONCEALED VERTICAL AND HORIZONTAL
SPACES SUCH AS OCCUR AT SOFFITS, DROP
CEILINGS AND COVE CEILINGS;
3. IN CONCEALED SPACES BETWEEN :STAIR
STRINGERS AT THE TOP AND BOTTOM OF
THE RUN AND BETWEEN STUDS ALONG AND
IN LINE WITH THE RUN OF STAIRS IF THE
WALLS UNDER THE. STAIRS ARE UNFINISHED.
4. IN OPENINGS AROUND VENTS, PIPES, DUCTS,
CHIWNEYSj. FIREPLACES AND SIMILAR -
OPENINGS WHICH AFFORD A PASSAGE FOR
FIRE AT CEILING AND FLOOR LEVELS, WITH
NONCOMBUSTIBLE MATERIALS.
5. AT OPENINGS BETWEEN ATTIC SPACES AND
CHIMNEY CHASES FOR FACTORY -BUILT
-CHIMNEYS.
------ �.
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24 X 36 PRINTEO ON NO. 4000N CLEARPRINT 0
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1. 6" MIN EARTH TO WOOD SEPARATIONS (See 18061. UBC)
2. FOUNDATION PLATES OR SILLS BOLTED WITH 5/8" DIA. ANCHOR BOLTS W/T'
MIN. EMBEDMENT AT NOT MORE THAN 6'-0" o/c. ONE BOLT IS REQUIRED NOT
LESS THAN 7 BOLT DIAMETERS OR MORE THAN 1/2" OF EACH END OF EACH
MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER MEMBER (Sec 1806.6, UBC)
3. TREATED LUMBER FOR FOUNDATION PLATES AND SILLS (See 1806.6, UBC)
4.2"X2"X3/16" PLATE WASHERS SHALL BE USED ON EACH BOLT
5, FLOOR SHEATING SHALL BE T&G OR SUPPORTED BY BLOCKING (UNLESS 1/4"
MIN. UNDERLAYMENT, 1-1/2" LT. WT. CONC OVER SUBFLOOR, OR 25/32"
WOOD STRIP FINISH FLOOR IS PROVIDED).
6. PLYWOOD SPANS SMALL NOT EXCEED THOSE SPECIFIED IN TABLE 23-I1 E-1,
23-11 E-2
7. GIRDERS FOR SINGLE -STORY CONSTRUCTION OR GIRDERS SUPPORTING LOADS FROM
SINGLE FLOOR, SPACED NOT MORE THAN 8 FEET ON CENTER, SPANNING 6 FEET OR
LESS SHALL BE NOT LESS THAT A 4X6.. OTHER GIRDERS SHALL BE DESIGNED TO
SUPPORT THE LOADS SPECIFIED IN CODE (See 2320.7, UBC)
8. HEADER. AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH
FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER.
(2320.11.6)
AND ALL STUD BEARING WALLS ARE REQUIRED TO COMPLY WITH THE MINIMUM
REQUIREMENTS FOR LOAD BEARING WALLS. SHOW LOCATION (S) AND PROVIDE
TYPICAL
CONSTRUCTION DETAILS. (2320.11)
(See 2320.8.3., UBC):
A. NOTCHES ON THE ENDS OF FLOOR JOISTS SHALL NOT EXCEED 1/4 THE DEPTH.
B. BORED HOLES ARE NOT PERMITTED WITHIN 2" OF THE TOP OR BOTTOM OF
FLOOR JOISTS.
C. NOTCHES ON THE TOP OR BOTTOM OF FLOOR JOISTS SHALL NOT EXCEED 1/6 THE
DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.
D. FLOOR JOISTS MUST BE LAPPED 3" OVER SUPPORTING BEAMS, GIRDERS, OR
PARTITIONS OR TIED TOGETHER IN AN APPROVED MANNER.
E. FLOOR JOISTS REQUIRE 1-1/2" OF BEARING ON WOOD OR METAL AND 3" ON MASONRY
(UNLESS SUPPORTED ON A IX4 RIBBONS TRIP AND NAILED TO THE ADJOINING STUD).
8. DOUBLED TRIMMER AND HEADER JOISTS ON THE FLOOR FRAMING PLAN. THE ENDS OF
HEADER JOISTS LONGER THAN 6'-0" MUST BE SUPPORTED BY FRAMING ANCHORS OR
HANGERS UNLESS BEARING ON A BEAM OR WALL (See 2320.8.4 UBC)
9. BEARING PARTITIONS PERPENDICULAR TO FLOOR JOISTS SHALL NOT BE OFFSET FROM
SUPPORTING GIRDERS OR WALLS MORE THAN THE JOIST DEPTH (See 2320.8.5, UBC)
10. FLOOR JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED
(See 2320. 11.2, UBC)
11. DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48" MIN FOR STUD WALLS
(See 2320, 11.2 UBC)
12. FOUNDATION CRIPPLE WALLS WITH STUDS SHORTER THAN 14" SHALL BE FRAMED OF
SOLID BLOCKING (See 2320. 11.5 UBC)
13. FOUNDATION CRIPPLE WALLS WITH STUD HEIGHTS EXCEEDING 14" SHALL BE
CONSIDERED THE FIRST STORY OF THE BUILDING FOR THE PURPOSES OF
DETERMINING LATERAL BRACING REQUIREMENTS (See 2320.11.5 UBC)
See 2320.11.9 & 2320.11.10, UBC)
A. NOTCHING OF STUDS IN BEARING PARTITIONS SHALL NOT EXCEED 25% OF
OF THE WIDTH
B. NOTCHING OF STUDS IN NONBEARING PARTITIONS SHALL NOT EXCEED 40%
OF THE WIDTH
C. BORED HOLES IN STUDS IN BEARING PARTITIONS SHALL NOT EXCEED 40%
OF THE WIDTH
D. BORED HOLES IN STUDS IN NONBEARING PARTITIONS SHALL NOT EXCEED 60%
OF THE WIDTH (UNLESS THE BORED STUDS ARE DOUBLED AND NO MORE THAN
TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED)
E. BORED HOLES MAY NOT BE LOCATED NEARER THAN 5/8" TO THE EDGE OF THE
STUD AND MAY NOT BE LOCATED IN THE SAME SECTION OF THE STUD AS A
CUT OR NOTCH.
F. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED
250/o / 40%
RESPECTIVELY. BORED HOLES IN BEARINGNONBEARTNG WALLS SHALL NOT
EXCEED
40% /60% RESPECTIVELY. IN NO CASES SMALL THE EDGE OF THE BORED HOLE BE
NEARER
THAN 5/8 INCH TO THE EDGE OF THE STUD. (2320.11.9 AND 2320.11.10)
G. ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MINIMUM OF 6" STUDS AND
DOUBLE
WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO
"FLAT"
STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE.
H. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70
INCHES
ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN
STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE
DOORS
AND PANELS MUST BE LABELED CATEGORY 11. SWING DOOR OUTWARD. NET AREA
OF
SHOWER RECEPTOR SMALL BE NOT LESS THAN 1,024 SQ.IN. OF FLOOR AREA, AND
ENCOMPASS 30 INCH DIAMETER CIRCLE. (807.1.3, 2406, 2407, AND PC412.0)
ROOF COVERING
*ROOF COVERINGS SHALL HAVE AT LEAST A CLASS "C" RATING. (1502, 1503.3,1504)
(EXITING, EMERGENCY EGRESS, DOORS, STAIRS)
I. AT LEAST ONE EXIT DOORWAY SHALL BE OF A SIZE TO PERMIT THE INSTALLATION OF
A DOOR NOT LESS THAN 3'-0" WIDE X 6'X8" HIGH AND A CLEAR WIDTH OF 32" WITH
THE DOOR AT 90 DEGREES (See 1003.3.1 1, UBC)
2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUTH THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT EXCEPT THAT A NIGHT LATCH, SECURITY
CHAIN OR DEAD BOLT MAY BE PROVIDED, PROVIDED SUCH DEVICES ARE OPENABLE
FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL AND ARE MOUNTED AT 48"
MAX ABOVE THE FLOOR (See 1003.3.18, UBC)
3. A LANDING IS REQUIRED ON EACH SIDE OF A DOOR. THE LANDING SHALL BE LEVEL.
EXCEPT AT THE EXTERIOR, IT MAY SLOPE AT 1/4" PER FOOT, MAX (Sec 1004.9 UBC)
THE LANDINGS SHALL HAVE A LENGTH OF 36" min (Sec 1004. 10 UBC) THE LANDINGS
SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIR OR DOOR, WHICH-.
EVER IS GREATER, AND THE DOOR IN THE FULLY OPEN POSITION SHALL NOT REDUCE
THE WIDTH BY MORE THAN 7" (Sec 1003.3.1.6 UBC)
4. IF THE DOOR SWINGS OVER THE LANDING, IT MUST BE NOT MORE THAN I" BELOW
THE DOOR. iF THE DOOR DOES NOT SWING OVER THE LANDING, IT MAY BE NOT
MORE THAN 8" BELOW THE DOOR. A DOOR MAY OPEN AT THE TOP STEP OF AN
INTERIOR FLIGHT OF STAIRS IF THE DOOR DOES NOT SWING OVER THE TOP STEP
(Sec 1003.3.1.6 UBC)
5. PROVIDE DETAILS WHICH SHOW THAT THE STAIRS COMPLY WITH THE FOLLOWING
REQUIREMENTS: (See 1003.3.3, UBC)
A. 36" MIN WIDTH IS REQUIRED FOR STAIRS. HANDRAILS MAY PROJECT 3-112" TRIM
PROJECT 1-1/2"
B. 9" MIN TREAD, 8" MAX RISER REQUIRED. LARGEST TREAD MAY NOT EXCEED
SMALLEST BY MORE THAN 3/8" IN ANY FLIGHT. LARGEST RISER MAY NOT
EXCEED SMALLEST BY MORE THAN 3/8" IN ANY FLIGHT.
C. 6-8" MIN HEADROOM IS REQUIRED.
D. LANDINGS LENGTH SHALL NOT BE LESS THAN STAIR WIDTH, BUT NEED NOT
EXCEEED 44" FOR STRAIGHT RUN STAIRS.
E. AT LEAST ONE HANDRAIL IS REQUIRED FOR STAIRS WITH 4 OR MORE RISERS.
F. TOP OF HANDRAIL MUST BE 34" min, 38" MAX ABOVE THE RREAD NOSING
G. CROSS SECTIONAL DIMENSION MUST BE 1-1/4" MIN, 2" MAX a SPACE OF
1-1/2" MIN IF REQUIRED BETWEEN THE WALL AND HANDRAIL.
H. A GUARD RAIL MUST BE PROVIDED AT THE OPEN SIDE OF THE STAIR. RAILS OR
ORNAMENTAL PATTERN MUST BE PROVIDED SUCH THAT A 4" DIA SPHERE
CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE RISER
TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A
STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER CANNOT
PASS THROUGH.
1. GUARDRAILS (AND HANDRAILS USED AS GUARDRAILS) MUST BE DESIGNED FOR
A LATERAL FORCE OF 20 LBS. PER LIN. FT. AT THE TOP OF THE RAIL. PROVIDE
CALCULATIONS AND DETAILS WHICH WILL SATISFY THIS REQUIREMENT
(Table 16-B, UBC)
J..RETURN HANDRAIL TO NEWEL POST OR WALL. ( 1003.3.3.6)
6. EACH SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR
APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY
ONTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR EXIT COURT. THE OPENING SHALL
CONFORM TO THE FOLLOWING:
A. MIN AREA = 5.7 sq. ft.
B. 20" MIN WIDTH
C. 24" MIN HEIGHT
D. FINISHED SILL AT 44" MAX, ABOVE THE FLOOR
E. SECURITY BARS/GRILLES MAY BE INSTALLED IF EQUIPPED WITH APPROVED
RELEASE DEVICES OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE AND PROVIDED THE BUILDING IS EQUIPPED WITH SMOKE
DETECTORS IN ACCORDANCE WITH SECTION 310.9, UBC
Nalaiumom
2306.7 UNDER -FLOOR VENTILATION. UNDER -FLOOR AREAS SHALL BE VENTILATED
BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE
UNDER -FLOOR AREA WALLS NOT LESS THAN 1 1/2 SQUARE FEET FOR EACH 25 LINEAR
FEET OF
EXTERIOR WALL SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN I
SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. OPENINGS SHALL BE
LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL BE APPROXIMATELY
EQUALLY DISTRIBUTED
ALONG THE LENG OF AT LEAST TWO OPPOSITES SIDES. THEY SHALL BE COVERED WITH
CORROSION -RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4 INCH. NOR MORE THAN
I/2
INCH IN ANY DIMENSION .
1505.3 ATTIC VENTILATION; THE REQUIRED VENTILATION AREA RATIO IS 11150 OF ATTIC
AREA OR 1/300 OF ATTIC AREA IF AT LEAST HALF OF THE VENT AREA IS PROVIDED BY
VENTILATORS LOCATED MORE THAN 3 FEET ABOVE EAVE VENT PROVIDING THE
REMAINING
PORTION OF THE VENT AREA. OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT
METAL MESH COVERING.
2306.5 COLUMNS AND POSTS SEPARATE WOOD FRAMING
COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS
EXPOSED
TO THE WEATHER OR THE WATER OR TO WATER SPLASH OR IN BASEMENTS AND THAT
SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR
METAL
PEDESTALS PROGECTIOG ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL
RESISTANCE
TO DECAY OR TREATED WOOD IS USED.. THE PEDESTAL SHALL PROGECT AT LEAST 6
INCHES
ABOVE EXPOSED EARTH AND AT LEAST I INCH ABOVE SUCH FLOORS.
2306.3 UNDER -FLOOR CLEARANCE
WHEN WOOD JOISTS OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS
ARE LOCATED CLOSER THAN 18 INCHES OR WOOD GIRDERS ARE LOCATED CLOSER THAN
18 INCHES OR WOOD GIRDERS ARE LOCATED CLOSER THAN 12 INCHES TO EXPOSED
GROUND
IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE
BUILDING FOUNDATION,THE FLOOR ASSEMBLY, INCLUDING POSTS,GIRDERS,JOIST, AND
SUBFLOOR,SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY AS LISTED
SECTION 2306.4 OR TREATED WOOD.
WHEN THE ABOVE UNDER -FLOOR CLEARANCES ARE REQUIRED, THE UNDERFLOOR
AREA SHALL BE ACCESSIBLE. ACCESSIBLE UNDER -FLOOR AREAS SHAL BE PROVIDED
WITH A MINIMUM 18-INCH-BY-24-INCH OPENING UNOBSTRUCTED BY PIPES,DUCTS
AND SIMILAR CONSTRUCTION .ALL UNDER -FLOOR ACCESS OPENINGS SHALL BE
EFFECTIVELY SCREENED OR COVERED. PIPES,DUCTS AND OTHER CONSTRUCTION SHALL
NOT INTERFERE WITH THE ACCESSIBILITY TO OR WITHIN UNDERFLOOR AREAS.
NOTE;
(MC603.5.2) ( FAU) A CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQ. IN. PER
1,000 BTU IS REQUIRED FOR THE FORCED AIR FURNACE.
THE FOLLOWING ARE REQUIRED FOR THE FORCED AIR FURNACE IN
A COMPARTMENT.
A) COMPARTMENT DIMENSIONS SHALL HAVE 3" MINIMUM CLEARANCE ON SIDES
AND BACK/6" MINIMUM CLEAR FROM FRONT OF EQUIPMENT TO COMBUSTION
AIR INTAKE. THE MINIMUM WIDTH PERMITTED IS 12" GREATER THAN THE
EQUIPMENT.
B) AREA OF COMBUSTION AIR OPENINGS OF i SQ. INCH PER 1,000 BTU (100 SQ. INCH
MIMINUM) IS REQUIRED INTO COMPARTMENT. HALF OF AREA WITHIN 12 INCHES
OF FLOOR. (MC 701,702,707,AND TABLE-7-A)
C) COMBUSTION AIR FROM ATTIC THROUGH 26 GAUGE GALVANIZED STEEL SLEEVE
EXTENDING 6 INCHES MIMINi. M ABOVE CEILING JOISTS WITHOUT SCREEN AT
THE TOP ( ATTIC TO HAVE ADEQUATE OPENINGS) (MC 703 AND 704)
D) COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH 1./4" SCREEN AT
OUTSIDE OPENINGS.(MC 702.3)
E) SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS.
( MC 703 AND 704 )
( GLASS AND GLAZING)
A) EXTERIOR GLAZED OPENINGS (INCLUDING SKYLIGHT)OF HABITABLE ROOMS
MUST BE MIN. 1/10 OF THE ROOM FLOOR AREA WITH A MIN. OF 10 SQUARE FEET
(1203.2)
B) OPENABLE VENTILATION AREA OF HABITABLE ROOMS MUST BE 1/20 OF THE
ROOM FLOOR AREA WITH A MIN. OF 5,SQUARE FEET .(1203.3)
C) IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE
WINDOW MEETING ALL OF THE FOLLOWING; AN OPENABLE AREA OF NOT
LESS THAN 5.7 SQ. FT. A MIN. CLEAR 24 IN. HEIGHT AND 20111 WIDTH,AND
A SILL HEIGHT NOT OVER 44 INCHES ABOVE THE FLOOR.(310.4)
NOTES:
(LIGHT, VENTILATION, SANITATION AND ROOM DIMENSIONS:)
1. PROVIDE EXTERIOR GLAZED OPENINGS FOR NATURAL LIGHT EQUAL TO 1/10th OF THE
FLOOR AREA (10 SZ. FT. MIN) FOR ALL HABITABLE ROOMS (SEC. 1203.2, UBC)
THE FOLLOWING ROOMS DO NOT APPEAR TO COMPLY:
2. PROVIDE OPENABLE EXTERIOR OPENINGS FOR VENTILATION EQUAL TO 1/20th THE
FLOOR AREA (5 sq. ft. min.) FOR ALL HABITABLE ROOMS ORPROVIDE A MECHANICAL
SYSTEM AS DESCRIBED IN CORRECTION 3, BELOW (Sec. 1203.3, UBC) THE
FOLLOWING ROOMS DO NOT APPEAR TO COMPLY:
3. MECHANICAL VENTILATING SYSTEMS SHALL BE CAPABLE OF PROVIDING 2 AIR
CHANGES PER HOUR WITH 1/5th OF THE SUPPLY AIR FROM THE OUTSIDE.
(Sec. 1203.3, UBC)
4. PROVIDE EXTERIOR OPENING FOR VENTILATION EQUAL TO 1/20th THE FLOOR AREA
(1.5 sq. ft min) OR PROVIDE A MECHANICAL SYSTEM AS DESCRIBED IN
CORRECTION 5, BELOW, FOR BATHROOMS, LAUNDRY ROOMS, AND SIMILAR ROOMS.
(Sec 1203.3, UBC). THE OPENING FOR THE FOLLOWING ROOM DOES NOT APPEAR
TO COMPLY.
5. ONE ROOM MUST BE 120 sq ft MINIMUM. OTHER ROOMS, EXCEPT THE KITCHEN, MUST
BE 70 sq ft. minimum. HABITABLE ROOMS, OTHER THAN THE KITCHEN, MUST BE
T-0" min IN ANY DIMENSION. (Sec 310.6.2 AND 310.6.3, UBC) THE FOLLOWING ROOMS
DO NOT APPEAR TO COMPLY.
6. ALL WATER CLOSETS ARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH
AND HAVE 24" MIN CLEARANCE IN FRONT OF THE STOOL. (Sec 2904, UBC)
FIRE RESISTIVE REQUIREMENTS:
1. DWELLINGS REQUIRE THE FOLLOWING EXTERIOR WALL AND OPENING PROTECTION
(Sec 503.2, UBC)
A. WALLS WITHING 3'-0" OF A PROPERTY LINE MUST BE OF ONE -HOUR FIRE RESISTIVE
CONSTRUCTION (e.g. 7!8" EXTERIOR CEMENT PLASTER ON THE EXTERIOR SURFACE
AND 5/8" TYPE X GYYPSUM BOARD AT THE INTERIOR)
B. NO OPENINGS ARE PERMITTED IN WALLS WITHING 3'-0" OF A PROPERTY LINE
(EXCEPT FOR WALLS WHICH ARE PERPENDICULAR TO THE PROPERTY LINE).
2. PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY
LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING
AREA AND IN EACH STORY OR BASEMENT AND IF SLEEPING ROOMS ARE AT AN
UPPER LEVEL, PROVIDE A DETECTOR AT THE CEILING OF THE UPPER LEVEL IN CLOSE
PROXIMITY TO THE STAIRWAY (Sec 3109. 1.4, UBC) SHOW LOCATION, TYPE, AND
POWER SOURCE OF THE DETECTORS ON THE PLANS.
3. DETECTORS MUST RECEIVE POWER FROM THE BUILDING WIRING AND SHALL BE
EQUIPPED WITH BATTERY BACKUP, EXCEPT THAT IN THE EXISTING PORTION OF AN
EXISTING BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERATED
(Sec. 310.9.1.3. UBC) SPECIFY LOCATION, TYPE, AND POWER SOURCE OF THE DETECTORS
ON THE PLAN.
SCALE. AFQRovea BY: DRAWN BY
DATE' REVISED
DRAWING NUMBER
tIA NO-TtS W-07' -wTYP. TWA, PIPE _SHALL- BE sw. m , - "": � �, P=M THE SAME' 1. TOP PLAYE OF'ALL. SM,WALLS NALM WITH -Sk -A THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENS0S. MINIMUM AND BE AND:,�t Rr-M- - AS STUDS, 3�: -� --� -AAADC FOR- _#4 SPLICES TO W 4�-O #3 A�10 k4EX ELEVAI)ONS AND S(FE CONDITIONS BEFORE STARTING WORK 2,-- l6d-M*#4UM.fACH SIDE OF JOIINT� THE ENGINEER _y w w NOTIFY 7FAI W,, A. "T A!- 2. ALL omissi ONFLICTS 13ETWEEN THE VARIOUS 'T *4 SPACES AT BACIOILL- PER 2. BW 'HOLES IN WOOD SHALL BE It 2" TO 11W LARGER THM� THE SHALL 1AP I A S�PECIFICATION!S DIAME7"k ALL BOLTS SHALL HAVE STANDARD- MK omS AND. ELEMENTS OF THE VORKING DRAWING AND/OR SPECIFICATIOt6 7Ypl WASHER UNDER,., HEAD AND NUT UNLESS NOTED OTHMWISE NO KfiZW:`Sfti CONI`ORM SHALL BE BROUGHT 'To THE ATnNrKx4 OF THE ENGINEER ir BEFORE PROCEIM04' WITH THE, WORK SO INVOLVED. -DM OF REI CONF!QkW,T-,- SUPPORM BLOCKNG SHALL BE ONE PIECE AND WEL ANS D1.4. NO EXCAVATION 3. THE CMTRACTOR SWAL DEMW4E THE LOCATION OF BELOW THM L040 THE JOIST OR RAFTPL 'T ALL 3. PROADE 2X SOW BLOCKM BETWEEN JOWSAND RAFTERS A THE flll.L� DEPTH OF UTUM SERVICES 04 T14E AM TO BE EXCAVATED LAPS'At EM SPL)= SM" 36 BAR Kk'OR 120' MINIMUM� PRIOR TO EXCANATI014. 4, PROYM I X 6 MAOMAL LET IN BRACING AT APPROk'45 -DBWM) 6t 18- FOP MASONRY (U.N.O.). CONCRETE & 48 BAR EVERY 25-W MM(%"-' IN ALL STUD WALLS NOf PtYWOOD SWAMM, 4. NO PIPES. DUCTS. SInWS. cHAsEs,-M SHALL BE PLACED YPOSITIOWEDI� AT T14E Tuft m -BE ACCIM."EL BARS IN W4.M'S"t 'CENTER OF T14E WA IN SLABS ALLS 'UNLESS SPECWICALLY SHOWN SWING SHALL RUN CONTINUOUS fR3M SILL PLATE TO TOP PLA`TE. BEAMS, OR W 440TED OTHERVA517., TIED AT THE Ll, LINLESS" OR NOTED. CONTRACTOR SHAJJ� OBTAIN PROVWE FIRE sTops fia.ALL wrERsmros OF STUD WALLS AT F`LOOk TOP &,PDTMkt kAT MtRW" NOT TO EXCEED 192 BAR DIA. PIPM FOR MTALLATIM,a ANY ADDITIONAL DUCTS. ETC. COLNG AND ROOF FIRE STOPS %JALL BE THE FULL WtM Of THE ENCLOSED PLACE PRE Sr KMANSHP SHALL CONFORM TO THE SPACE. OPS AT A MAXIMUM OF W-0 O/C IN 7.' ALL REINFORCINGa STEEL-'-REIWORCING 000AM-% ANCHOR BOLTS. REOUff-MENTS OF THE LATEST EDMON OF- USC. 5. ALL M14TERIAL AND WOR THE SPACES. vERTMly AND HORaONTALLY, AND AT A MAXIMUM INSSERrs.ETc,$HALL� BE, sEViRED IN PLAsr,;. PRIOR To PLACING SPACING OF If-O' IN EACH DIRECTION AM AT THE SAME LINES AS FIRE "GROUT. FURNtSH 3 I -ES AT APPROXIMATELY 4 NWE ANY CONCRETE OR FOOTINGS TO SECURE -THE PRINCIFLE 2 PIPES AL DETAILS APPLY TO ALL ACENT WALLS. O.P. IN ALL BEA14S FOR THAN 36, 6. THE FOLLOW= NOTES AND JyPr� STOPS 14 ADJ 31r DRAWINGS UNLESS NOTED OTHERWISE. REWFORCEMENT. UNLESS NOrEQ OTHERWI$E. BEI, .0 OW 130TTOW OF FTG 6. ALL BOLTS SHALL SE RET04TENED PRIOR TO THE APPLICATION Cf TRENCH MAY BE BACKFXLEb, 'TM SHALL COi4KY C IN CONJUNCTION. SHEAT),", PLASTER. ETC. x 404M AS FTG.------ & WHU REINFORaWAS.10. I :'Wf!=.,THE S CONC. F`ILL SAME, 7. STRUCTURAL. DRAWWS SHALL. SE USE COMPACTED FtLL PER wn" ARCH17ECTURAL. MECHANCAL & ELECTRICAL DRAWNGS. 7O& I - WlTH ASTM'A-615 & FULL WID �W- Of. TRENCK PLACE WlTH ASTM k -THE JSE OF .$TEEL. MAPLY1W SPECS. TRENCH y 7, ALL WOOD BEAl" ON,.CONCRETE OR MASONRY SMI BE PRMW,l' UA K Sft=U= PROMM:THS SEM MEM THEE CHEMICIAL FILL BEFORt Fro. IS PLACED. BELOW "G. AFTER PVJR. -70&., AtS Of TREKM 000-10I.AS MR. MWENT it UIM Of ASTM A 8. DRAW*M INDICATE GENERAL AND TYPICAL DU CONST,RUCTION, WHERE 4ONDV.IONS ARE Nff SIPECIFICALLY a. WOW STUDS MAY BE WrCHED TO A DEPTH OF 25X Of WlM MAXIMUK FORCING SHAjlj*W� WV'SPLICES EXCEK.AT TI,IE t INDICATED BUT ARE OF SIMILAR C"tACTER TO DE�TAILS REINF TYPICAL,'TRENCH AT FOOTING TKK MOTO, GTHBWPSE_ EXCEPT INTE10OR NONSEARING STUDS MAY BE ND104ED TO 4OX CONSTRUCTION SHALL BE USED FOL)NDA UNLESS SHOWN. SIMILAR DETAILS OF OF WK)TH MAMM MUDS VAY BE BORED 70 40% OF WIDTH WAMM ISUBJECTIO REVIEW BY THE STRLCTURAL 94GINEER. EXCEPT INTERIOR NONSEARW4 STUDS- AND DOUBLE SEWNGv SRVS 10. MIN"`CLEAR NSTkid"IlETWEEN RW.ORCING STEEL, MUVW
f 7-,4il'; I fW3--- 9; kA; b k�: tr *avow zj It a- a 14 Wit"M V 1, fil kW I isoLl, ,01 kv, i I
5.
FWT04GS ARE TO BE CARRIED INTO FIRM. UNDISTURBED NATURAL
EXPOSED CONCRETE 94ALL KE SPRAYED'WITH A CURNG COMP000. t2l. ALL
AS ON PLA,N.
SOIL, OR APPROVED COMPACTED FILL A MOM" OF 240 BELOW
AT THE RECOMMENDED RATE OF THE MANIJFACTURER IMMEDIATELY
4.
MAIL G)GE DIST_ 3/8* MIN.
,ADJACEW CRAM OR MOSH FIC<W. *l*Cf4E)oM- IS LO%".
AFTM FUSHING. -TW CUF*AG COMf"M %Wl. COMMY *YTW -A.S.
3AL
C-3ft THE OAK PROCEMK SK4LL RE" IN EFFM FOR (7),DAYS.
PLY.
a.
DESIGN BEARM PRESSURE IS IOLVpcf *TM A 33X INCREASE
MONW. 01HER METHODS OF CUR*V WAY SE USED PER A.Cl 30&�.,,
5.
ALL FRAMING MEMBERS, SHALL
FOR ISEISMIC OR WIND FOOTINGS.
-OUT IN, BE. LAYED A 4'-O
14, PLACDAENT OF CONCRETE SHALL CONF'ORM TO. A.C.I. 301.
MODULE TO KWO
7.
DESIGN LATERAL BEARING PRESWRE IS 15W (ASSUMED)
PR�
ig
15. MAKIIALIM SLUMP SHALL NOT EXCEED 4* IN'FIAT*ORK.
S.
DESM COEFFICIENT' Of'FRICTION IS M (ASSUMED)
USE T
I 6. NO PIPE5 OR DUM AM TO K PLACED IN CONCRETE SIM OR
URBLOCKED AR iF
MAN rft
�7 7. "i'l t 4wT CONT. E.N. "fE %WL BE AS FOLLOWS:� 9WTH (W MCRE FRM& F iWAMUM COMPIltESSNE STF Pmmm COOT. -,ck- 111M ..... . . 1 5.0" PCF r"2500 0 2, A DAYS M FIDO PLYWOOD, EDGES o kwt, "AGS I'c=3M 0 28 DAYS TIE BEAM% TM. 'A . ...... 2*,, FLAT BLKG,. 0 U.N.O. 'PCr *SW 014 GRADE._ 1W V�aft25W psi 0 28 DAYS, NWNG 0 P LYWOO El- FIEILD (*2000 psi USED IN DESM THUS COW. 06PECIM 6 NOT REQ-0.) WTERM IA MINIMUM OF 517 M PER CUBIC YAW OF CEMENT PER CUINC'_� jw YARD OF CONCRETE TT Yp 0 yw v Al NG ICAL PL D.',E)tAr RACM IItII
Alternative to The base Package D requires that a HERS rater come to the building house (at least for
Package )mot a sample of the homes) and perform diagnostic testing to verify -that the air distribution
ducts are property seated and that split system air conditioners or heat pumps either have
the proper refrigerant charge and the proper airflow across the evaporator coil or have a
thermostatic expansion valve. If the builder does not want ta do the field verification and
diagnostic testing, then an alternative set of requirements are available that require more
energy efficient fenestration and space conddi ning equipment (see Table 3-2).
Table 3-2 - Summary of Altemative to Package D Requirements
1 2 3 4 5 6 7 8 10 11 12 13 14 15 16
Window U 0.55 0.40 0.55 0.40 0.55 0.65 0.4 0.40 0 OAO OAO 0.40 -0.40 0.40 0.40 0.55
Window SHGiO NR 0.35 NR 0.35 NR NR 0, 0.35 35 0.35 0.35 0.35 0.35 0.30 0,30 NR
SEER MIN MIN MIN MIN MIN MIN MI MIN 1 10 11.0 11.0 11.0 12.0 12.0 13.0 MIN
AFUE or 90 MIN MIN MIN MIN MIN M MIN N MIN MIN MIN MIN MIN MIN 90
HSPF 7.6 MIN MIN MIN MIN MIN MI MIN N MIN MIN MIN MIN MIN MIN 7.6
Note: These are alternative Package D prescriptive requirements. if these pedo ante I eIs are provided, the requirements shown in Table
3-1 with an asterisk are not required. These include diagnostic testing of air d%M Lion cis, refrigerant charge and airflow and field
expansion
verification of a thermostattto 'On valve.
Figure 3-1 -
California climate
Zones
August 2001
3-3
assessing how a proposed
design compares to this package of features. More detail on
each of
the requirements follows later in
this chapter,
Table 3-1 immaly of Package D Requirements
1 2
3 4
5
6
7 19
1()
11
12 13
14
15
16
BUILDING ENVELOPE
Insulation minimuMS2
R38 R30
R30 R30
R30
R30
R30 R30 P,30
R30
R38
R38 R38
R38
R38
R38
Ceiling
R21 R13
R13 R13
R13
R13
R13 W3
R13
R19
R19 R19
R21
R21
R21
Watts
iR13
k2.44
R2A4
R4,76
R4.76 R4Y6 R4.76
R4.76 R4.76
"Heavy mass" walls
R4.76 R2,44
R2A4 R2.44
R2.44
R2.44
R2.44 R2.44
Below -grade walls
Ro RO
RO RO
RO
RO
RO RO _R0
RO
RO
Ro RO
Ro
RO
R13
Slab floor perimeter
NR NR
NR NR
NR
NR
NR NR ,NR
NR
NR
NR NR
NR
NR
R7
Raised floors
R192 R192
R192 Rig'
R192
R192
R192R197 Rig'
R192
Rlg`
R192 R19'
R192
R192
R19'
Concrete raised floors
R8 R8
RG RO
RO
RO
RO R 0 'Ro
Ro
R8
R4 R8
R8
R4
R8
Radiant Barrier
NR REQ
NR REQ
NR
NR
NR ;REQ REQ
REQ
REQ
REQ REQ
REQ
RED
NR
GLAZING
i *_
Maximum U-factor'
0.65 0.65
0.75 015
0.75
0.75
0'76 / 0.75 0.75
0,65
O.65
o.65 0.65
0.65
0.65
0.60
Maximum total area
16% 16%
20% 20%
16%
20%
20%1 20% 20%
-*-
2001.
160.
16% 16%
16%
16%
16%
Solar Heat Gain Coefficiene
T
South -facing glazing
NR 0.40
NR 0.40
NR
NR '0
0. 0.40
Ao�j OAO
0A0
0.40
0,40 0.40
0,40
0A0
NR
West -facing glazing
NR 0.40
NR O.40
NR
NR
0.4 0.40 0.40
0A0
0.40
0A0 0.40
0.40
0.40
NR
East -facing glazing
NR OAO
NR 0,40
NR
NR
0.401 OAO 0.40
0,40
CAO
0.40 OAO
0.40
0.40
NR
North -facing glazing
NR 0.40
NR 0.40
NR
NR
0.40 0.40 0,40
0A0
0.40
0.40 0.40
0,40
0A0
NR
THERMAL MASSs
NR NR
NR NR
NR
NR
NR NR 'NR
NR
NR
NR NR
NR
NR
NR
SPACE -HEATING SYSTEM6
Electric -resistant allowed
No No
No No
No
No
No lNo tVo
No
\40
No No
No
No
No
If gas, AFUE =
MIN MIN
MIN MIN
MIN
MIN
MIN MIN kill N
MIN
MIN
MIN MIN
MIN
MIN
MIN
it heat pump, split systent HSPF8 =
MIN MIN
MIN MIN
MIN
MIN
MIN MIN !FAIN
-MIN
MIN
MIN MIN
MIN
MIN
MIN
Single package system HSPF
MIN MIN
MIN MIN
MIN
MIN
MIN MIN fAIN
MIN
MIN
MIN MIN
MIN
MIN
MIN
SPACE -COOLING SYSTEM
If split system A/C, BEEF,=
MIN MIN
MIN MIN
MIN
MIN
MIN MIN MIN
MIN
MIN
-MIN MIN
MIN
MIN
MIN
Refrigerant charge and airflow
NR REQ*
NR NR
NR
NR
NR REQ' REQ'
REQ-
REQ'
REQ' REQ'
REQ'
REQ*
NR
testing or TXV
If single package A/C, SEER =
MIN MIN
MIN MIN
MIN
MIN
MINI MIN MIN
MIN
MIN
VAIN MIN
MIN
MIN
MIN
SPACE CONDITIONING DUCTS
Z
Duct Seating
REQ* REQ*
REQ' REQ*
REQ'
REQ'
REQ1 REQ' REQ'
REQ'
REQ*
REQ" REQ* REQ' RED' RED*
DOMESTIC WATER -HEATING
TYPE (System must meet budget,
Any Any
Any Any
Any
Any
Any Any Ly
Any
Any
Any Any
Any
Any
Any
see §151 (b) 1 and (f) 8 and
Tables 3-14 to 3-17)
tf
HERS rater field verification and diagnostic testing are required for
this feature. A an ailiernative under Package 0, better
glazing
and
higher
efficiency equipment can be used instead of the
diagnostic testing of air distribution is, split ystem air conditioners and heat pumps. See
system
its
Table 3-2 for the increased values, which vary
by climate.
!t
NR = Not Required REQ
= Required
MIN
=Minimum
3-2
August 2-001
Residential Manual
Note: Lownse 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 specifications 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 LiESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§ I 50(m): Ducts and Fars
1. All duets and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601,
603. 604, and Standard 6-3; ducts insulated to a minimum installed level ofR4.2 or enclosed entirely in
conditioned space, Openings shall be sealed with mastic, tape, aerosol sealant, or otheriduct-closure system
that meets the applicable requirements ofULI8I,ULI8lAorULI8IB. Ifirtastic or tape is used to seat
openings greater than 114 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 Has be sealed with cloth back rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
Is
3. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials
other than seated sheet metal, duct board or flexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms may contain ducts, Duets installed in cavities and support
platforms shall not be compressed to cause reductions in the crass-,sectionat am of the ducts.
3. Joints and scams of"duct systems and their components shall not be seated with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
S. Gravity ventilating so -stems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
6. Protection of Insulav on. Insulation shall he 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 e.g., protected by aluminum, sheet metal, painted canvas.
or plastic cover. Cc! lular foam insulation shall be protected as above or painted with a coating that is
water retardant and Provides shicldina from solar radiation that can caused dation of the material.
§ 114: Pool and Spa Heating Systems and Equipment,
1. System is certified with 78% thermal efficiency, on-offswitch, weatherproofoperating instructions, no
electric resistance heating and no pilot light,
2. System is installed with:
il. At least 3C* ofpipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
§ 115: Gas fired central furnaccs. Pool heaters, spa heaters or household cooking appliances have no
continuously burins pilot light. (Exception- Non -electrical cooking
§ I 18 (1): Cool Roof material meet specified criteria
Lighting Measures:
§150(k)l.: Luminaires for general fighting 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 liggliting control panel at an entrance to the kitchen.
§ I 50(k)2.: Rooms with a shower or bathtub must have either at least one luntinaire with lamps with an
efflicacy of40 funicrisnvatt or greater switched at the entrance to the room or one of the alternatives to this
requirement allowed in §I50(k)2.; and incandescent recessed ceiling fi.,aurcs are IC (insulation cover)
approved,
Compliance Forms August 2001 A-6
MANDATORY MEASURES CHECKLIST.- RESIDENTIAL (Page I of 2) MF-IR
Note: Lowrise residential buildings subject to the Standards must contain these measure., regardless o:'the compliance approach used.
Items marked with an asterisk (*) inav he superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted hall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the document,,-,
or on this checklist only,
Instructions: Check or initial applicable boxes when completed or enter N/A it'not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
§150(a)- Minimum R-19 ceiling insulation.
,5150(b): Loose fill insulation manufacturer's labcfed R-Valuc,
§ 1 50(c): Minimum R-1 3 wall insulation in wood framed walls or equivalent U-Factor in metal franc walls
(dots not applv to exterior masswalls). _.
_Z1
§ I 50(d): Minimum R- 13 raised floor insulation in framed floors.
_T
§1500): Slab edge insulation -water absorption rate no greater than 0.3%,watcr vapor transmission rate It(-)
,11-enter than 2.0 pcmVinch.
§118: Insulation specified or installed meets insulation quality standards. Indicate type and fort.
§ 1 16-1 7: Fenestration Products, Exterior Doors,nnd Infiltration/Lxfiltration Controls
1. D(K)rs and windows between conditioned and unconditioned spaces designed to limit air leakage.
Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat
(lain Coefficient (SHGC), and infiltration certification.
fit
3. Exterior doors and windows weathorstripped; all joints and penetrations caulked and sealed.
§ 150(-,.,): Vapor barriers mandatory in Climate Zones 14 and 16 oniv.
§ 150(t): Special infiltration barrier installed to comply will' § 151 meets Commission quality standards.
§ 1 50(c): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
I. Nlasonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. ()"(side air intake with damper and control
c„ Flue damper and control
No contintions huming, gas pilot lights allowed,
Space Conditioning, Water Heating and Plumbing System Measures:
§110-013: HVAC equipment.vivater heaters. showerheads and faucets certified by the Commission.
§ I 50(h) Heating andlor cooling loads calculated in accordance with ASHRAE, SMACNA or A
§1506): Setback thermostat on ail applicable licatingandilor cooling systems.
tit 501j): Pipe and tank insulation
I - Storage was water heaters rated with an Energy Factor less than 0.58 must be externally wraed ill,
insulation having an installed thermal
tl
resistance of R- 12 or greater.pp
2. First 5 feet of pipes Closest to water heater tank. non -recirculating systems. insulated 1 R-4,or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot eater tanks have R- 12
external insulation or R- 16 combined imcmable.xiLvitit insulation.
4, All buried or exposed piping insulated in recirculating sections of hot water sYstcms.
SYstein pipius, below 55, F insulated.
6. Piping insulated bct%vL,,cn heating source and indirect hot -,,valerlank.
Compliance Forms August 2001 A-5
CERTIFICATE OF COMPLIANCE: RESIDENTUL (Page 3 of 3) CF-IR
I
Project Title a
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 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 scaling 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
17
Name:
AAD L)l fj Name:
Title/Finn:
Title/Firm:
Address: 410 e ZZ k,:) C�Z
Address:
VIS 6-\i '11 C,
gym Telep e:
tic. 9:
---------------
V-
I t
Enforcement Agency
MINIM-- I
Agency.
clepho e
ire.' I'll (date)
mill I
ance Forms August 2001 A-4
CERTIFICATE OF COMPLIANCE.- RESIDENTIAL (Page 2 of 3)
CF-IR
Project Title
HVAC SYSTEMS
Note: Input hydronic or combined kydronic data tinder Water heating Svsteins,
except Design
I leiting Load.
Distribution
Heating Equipment
Minimum
Type and
Duct or
I -feat Pump,
Type (furnace. heat
EfficiencN,
Location
Piping
TherinDstat
Conflauratii on
_pump. etc.)
(AFUE or HSPF)
(duct& attic. etc.)
R-Value
Tyr
(split or package)
Cooling Equipment
Minimum
Duct
Heat Pump
Type (air conditioner,
Efficiency
Location
Duct
Therm-.)stat
Configuration
heat - coolinp
"i",
(SEER)
(attic, etc.)
R-Value
Tv[,e
(split or package)
�cva
SEALED DUCTS and TXVs (or Alternative Measures)
Settled Ducts (ail climate Zones)
(installer testing and certification and HERS rater field verification required)
TXVs. readily accessible (climate zones 2and 8-1? only)
(Illstaller Testing and certification and HERS Rater or field verification required)
Refrigerant Charge/Air Flow (climate Zones 2 and 9-15 only)
(Installer testing and certification and HERS Rater (it- field verification required)
OR
alternative to Seated Ducts and TXVs (see Package C OrD Alternative Package Fcatur,.s l'or Project Climate Zone)
ClimateZoneWindow SHGC Window LI-Faclor SEER
0 , 4, 13
WATER HEATING SYSTEMS
Energy, External
Rated' Tank Factor or Tank
Water I latter Distribution Number Input (kNC` Capacit} Recovem- Standby' Insuhitit,)n
Type Tye in Svstem I
or Btujir)
Los,, (%) R-Value
I. l'orsinall gas stora
ge water heaters (rated inputs of less than or equal it) 75,000 Btuiha electric resistance, ani heat Pump aterlitcaters. list Energ,
Factor, For large 'a ater he ter-% (rated input Of greater than 75.000 Btwhr). INi Razed Input, litccovcry c.1'ricieny
for gas storage w. a . and Standby Loss,
i-4-1111-meous gas water heaters. list rated input recovery efficiencies.
SPECIAL FEATURPQ 11 add extra sheets ifliecessa-.. . Package C and D: TXVs, Sealed Ducts. Radiant
Barriers (see installation requirements for radiant barriers in Section 5.13 ol'the 20101 Residential Manual).
Package C: thermal mass ass type, covering. thickness, and
4� Idez ii
AR V_ C si�t 4�
Compliance Fo_rm`TAugust2001A-3
CERTIFICATE OF COMPLIANCE: RESIDENTUL (PILe 1 of 3) CF-IR
Project I (D Title A— Bate
Z t___ - - 4- &
2eAddress. Building Permit
47) 114 6L �_A�
DocuLT Plan rheck I Date
/ritatiorl Author Telephone
Field Check Date
Cot fiance Method (P61iage or Computer) Climate Zone recmcn genesUse Only
GENE RALINFO RMATION
Total Conditioned Floor Area 6 Off- Average Ceiling Hei-grlitt: ft
Conditioned Slab Floor Area fix
Building Type: TV- Single Family /--Addition
(check one or more) Multi -Family Existing -Plus -Addition
Front Orientation: No South East / West / All Orientations
out orientation in degrees from True North and circle one)
Number of Stories
Number of Dwelling Units: =_v-
Floor Construction Type: �abaised Floor (circle one or both)
RADIANT B zones 2. 4. 8-151 Required for th,s submittal yes -no
BUILDING EIS
INSULATION
Component
Frame Type
Cavity
Sheathing
Total R-
AssemblyLocation/Commenis
Type
wd = wood
Insulation
Insulation
Va8,taluet
U-Factorl
(attic, garage, typical, etc.)
--stl = steel
R-Value
R-Value
J
Wall
Wall
Roof
Roof
Floor
Floor
. .
........
Slab Edge
_,T„tq"
For
r scrirli�rc' �i,,:
-A A
insulation 1011irclInents for the Pre,,Lnplive Pacli !4-- a WVUU-1juit go wait inat meets cavity K-Yalug
FENESTRATION
Shading Devices
Fenestration Orien- Area 0
Fenestration Fenestration 0
lotion 2 ration Exterior Overhangs/
U-Pactor SHGC Shadins Att. Fins 17 Z
Front
Front P'2
Le/f di
t!
Left
Kcar 1,g); �l
Rear
S
ComplianceAugust 2001
----------------
A-2
Residential Manual
a